Loading...
HomeMy WebLinkAbout36491 Well Hill WayABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet READ or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BILK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation FED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR orWDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proofing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23,22 PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN l I - - _ %1 5 FOUNDATION PLAN . 6.1 FLOOR FRAMING PLAN a` n ---- - 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS UJ SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. tilt -e w 3 l om rac -, a aa. A. aya� rM1 ZY �C'o W �' eC a., s..• . < lit Or L >` t f' �, .S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I, iW®' o 8 Q O N o N O � o LF, I l d 00 a) N W CW V) N V z5zS LL ' Q C J LL Z W LL 55 W J ? �c moo_ z 2. N G O O W r" ��91 m w J LLZ coZ Q E. N 0 0 Z O U C) 0 Ili ❑ ❑ CD M N o g Z N o � o_ V) Z a C9 Q) 0 LL 4--+ LLJ U � 0^ LU o (/ / �y N sass V 'J (y ,,, c F E L Qj =® ) N 14I, o Z< w OCl>fl _ __ J o m ZQ C E oo QCa t0 O O E x� ¢ ¢ a -0¢ oO O co � Qz �z cn ra S= w mo o� Z F oa z go _531Co ¢ a m =~ Jz wa >o Mill!a 0l 3 0 0 0 2 co Qa� m 0 M u7 r � co r U) mLO N.. .Q M 0 NLO N <C L T m I� Lf) o z Z E T v c E Q O _J JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. C S -- i- 1r - 11 1, _Fr_T_- -7- o E0 CV �0 � co 0011117 M KITCHEN MIRROR 0 EO M O. BATH VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES KITCHEN INTERIOR DETAILS. NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION SHWR. SHWR. CURTAIN HEAD ROD w 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR TOWEL BAR IN TUB OR SHWR. � ON BATHROOM WALL MEDICINE F i i ^- CABINET VALVES TOILET 4 SOAP PAPER ° DISH d I HOLDER 4 o z 02 4 o> C > 0 0 C.) CN'1 1) M N TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS rh SINGLE ROD CLOSETS/LAUNDRY 0 r- BATHROOM 2 N 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED CABINETS o COUNTER TOP 30" H BASE o O 9 CABINETS o e0 a0 80 � LL SIN f` D O 2x 0- rn �t c9 FRAMING dN 4 0 M o 1/2" GYP v v cV ? BOARD FIN. FLR. T FIN. FLR. SHELVING x 1SLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" AC PAD 8'-3" 6 T-9" OI +HB iil LANAI 8'-0" FLAT CLG. AFF 1')' All 1'4"X1'4" "L" SHAPE CMU COLUMN I cn ■ 1 i W. T 0 o 1 iR z Q I bN - 0 � I z - - r � FAMILY - ■ 8'-8" FLAT CLG. ■ �p I CARPET L - - 80 2,41 "14 1 1. 4�-TCHEN­---, J -2468�-8" FLAT CLG. TILE TYP. @ 2 N FLOOR G.T. STORY. SEE ~ REF. - --- ------------- - JJ/S6@ 6 - ---- STEMWALL 5 NIA 1(Y N 14 5'-71' 0 LO - o 3 (3)2x4#2SPF DINING co2 STUDS w/ (3) 16d GG 1 NAILS @ BASE 8'-8" FLAT CLG. S3 0? CARPET TYF 0 Fo 3'-3" 42" H 1/2 WALL = 4'41" OR RAILING PER o LO SPECS o ■ -- -- FLOOR G.T.-------- C O CN - -V UP U (3) 2x4 #2 SPF ■ O N STUDS w/ (3) 16d NAILS @ BASE WIRE SHELF @ - 1 - +54" A. F. F. PLUMBING LINE 4068ARC - -PWDR r TO SECOND D I S3 �'cp6 8'-8" FLAT CLG. #2 SPF - CO FLOOR ��o I _ �� I � TIL E STUDS ,- w/ HTT16 DRYER VTE 1 LAU N E NK Tf� AT BASE � P 0 ; FOYE R U); HANSON BOX @ I 8'-8" FLAT CLG. W S4 0 - , 8'-8" FLAT CLG. 36" A.F.F. I TILE TILE t l ty I l i l i l l l t t l i l l t l LE SW c3 - H1 EXTERIOR WALL � 7'_23, 4'-0" 6�-71' T W/ 2x4 WALL z w - - 6'4' - W'H' 17'-10" PAD OUT - a 10 Q BUILDER TO 35 _j U U EDGE OF SLAB 2" N �- � PROVIDE APPLIANCE BEYOND WALL ■ - - -' - D1 PROTECTION WHEN D1 U U REQUIRED PER NOTE: FINISHED WALLS co NOTE: cfl o= j W TO BE FLUSH. FIELD 8-8" CLG. A.F.F. � G.T. VERIFY. I _ - - - - - - - - - - -- - 8'-0" CLG. A.F.F. ------ --- I U IDo �r-------�� �2" �' 0 o W-- I 1_- ATTIC w z =�I --- 1 ENTRY '-0" FLAT CLG. AFF o mL---- 6 J GARAGE - - - - - - - L U 8'-0" CLG. A.F.F. �o�oo TYP. @ SINGLE CD1'-4"X1'-4" "L" STORY C1' SHAPE CMU A (SEE AA/S3 FOR 4' 4" 1'-4" COLUMN S3 STEM OPT.) cor - - - - - - - - - - - - - - - - - - -------------� I I I I I I I - I I I I K I I I S4 TYP. @ HB o I GARAGE I I I O I 16070 OVERHEAD DOOR I I 19'-4" S-8" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 +26.6 / -33.5 �G SEE SIN SHEET Q1 SEE SIN SHEET '� 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 2 X 251 S.H. 13 20 X 38 $ 18 1 X 37' S.H. 14 20X505 182X50 S.H. 15 20X63 182X622 S.H. 16 20 X 72 18 2 X 71 2 S.H. 11-12 271/4X26 26X252 S.H. 1 H3 27 1/4 X 38 g 26 x 37 a S.H. 1 H4 27 a X 50 $ 26 x 50 S.H. 11-15 271X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 a X 26 36 2 X 25 1/2 S.H. 23 37 a X 38 a 36 2 X 37 3/4 S.H. 24 37 3 X 50 5 361 X 50 S.H. 25 37 a X 63 36 2 X 62 1/2 S.H. 26 37 a X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 2 S.H. 33 54 X 38 3 52 2 X 37 S.H. 34 54X50$ 522X50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 5212 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-13 SCALE: Y4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ T-0" A.F.F. MEMEMENEEMEM TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION jR-11/R-13 KRAFT FACED (GARAGE / LIVING) c cm �U-a es CP .- o � ti RODI ='= 0 Alfd€P�f®�!� NUA 5 a6 <rias 11 �� tS3 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. n Ax RUN 'v F Q (� o 8 1 ,_Mo 6 n C? ) ! LL LL N M cq�� ° i w o- a Ito �mv w N LL U_ D_ U)i Z J Z Z C)ki, o •.� �' cmv 0o 0 '�' N c0 m w W (6 0 r-- ¢ m c� z W Z } LL J w co u7 N Z U O F 04 M z Z O U ❑❑❑ W o Z N z � � Q a N � C9 0 LL fh 0 N rN( LU o c 'S rn (V F- c U 0 c U) Q N �� o w co M M J � z Q � ti E ¢ zo Qo rN Qa 0 E u w= z© a� i.T1 ns E �¢ � o o, a CID� Qz wZ H 8 w C Qom 0U o� M m aw o� `�� o 0 ao W�� VJ 3 T � < aw � O0 10 0T r- = Illlllllllllli o J's w� z�< ; 0 a o 0 �� 0 12 > .J rn co Ln T- r L0 Q/^ Cr Y co r �.- �/ / m LO O N Q LO Q N r ai f9 T M M o m =3 z z E T E Ini cc c d U Q -t JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. 1.1 { ---I___T_ i-F- 1I 1,I fl 3/4" PLYWOOD DECKING 2x6 LANDING- 2x4 FRAMING ih 42" KNEE WALL WITH 1x8 CAP & CASING OR 36" RAILING 3/4" PLYWOOD DECKING 16', _ -- 15 14 13 12 PRE-ENG FLOOR TRUSS 10 ix TREAD (TYP.) 9 � 1 8 -... 7 1 f ix RISERS (TYP.) 6 11 2x12 5 42" KNEE WALL WITH r (3) STRINGERS 4 1x8 CAP & CASING OR 3 36" RAILING 3/4" PLYWOOD DECKING 2 2x4 THRUST 2x6 LANDING - 1 BLOCK 2x4 FRAMING SIN CONT. HANDRAIL 36"GRASP BLE RETURN TO GRASPABLE RAILING - - -� WALL DETAIL - SCALE: NTS TYP. STAIR SECTION STAIR CALCULATIONS: SCALE: 1/4" = 1' 0" TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 2x4 THRUST BLOCK Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. � SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1; STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 01 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS l CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH v I I I I I I I I I I I I I I I I I I I I L--------------------------------------i 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS REVISION NOTES 12/17/2009: 1, ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN, 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28,3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182'X252 S.H. 13 20X38$ 1812X374 S.H. 14 20 X 50 5 18 I X 50 S.H. 15 20 X 63 18 2 X 621 S.H. 16 20X72 181X711 S.H. 1H2 271/4X26 26X252 S.H. 1H3 271/4X383 26x373 S.H. 1H4 274X50a 26x50 S.H. 1 H5 27 4 X 63 26 X 62 112 S.H. 1H6 271X72 26X711/2 S.H. 22 37'X 26 36 z X 25 1/2 S.H. 23 37 4 X 38 s 361 X 37 314 S.H. 24 37 4 X 50 a 36 2 X 50 S.H. 25 37 4 X 63 36 ' X 62 1/2 S. H. 26 37 4 X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S.H. 32 54 X 26 52 2 X 25 1 S.H. 33 54 X 38 $ 52 1 X 37 4 S.H. 34 54 X 50 a 52 z X 50 S.H. 35 54 X 63 52 z X 62 z S.H. 36 54 X 72 52 z X 71 z S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-B SCALE: X"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. I TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S. F. INSULATION REQ. LOCATION I R-VALUE / TYPE EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) e■9 �` rQicc 0 m a, ev ra r.. 3 m eo y ar a Y , u as c e� N E c as c a U UA C 0 ssw�0 i see yY Ir N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. .� E 08 O M W � UJ O N 0) o CV O C cn n 00 ay N N 00 j Fi to 5 rn N m^ (/) N ALF P..i gg 3i a O *h LL N M V J , @LLB LL W Lu o EL N �i L (V o Z� 'CD NCO r- Z IL - J coo Q Z N Z O U U Q .�v w ❑ ❑ V M r 1 z ro Co Q � Q J - a r U) cn M z 110 W a " V 0 N W p U y. 6Iy 8 9i C) o N c U' m m o J,< w O Q F LL z0 0o >N ary p E U wz zp oa f6 �6 00 a o �a az °o� �z SO It 40 <o �w m� m J UZ om ¢w z g v W VJ T 3 8 w � w S F O m ap ~� o a= << �3 .o v zla z o 3 > M ai m c� (a L0 r r LO o ^ L.L. N m _= Ln 0 N O Lr) 04 co T_ o Z M Z j E T' y t' m m co d E U J Q 0 C C J JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. 1.2 IF 11 1 1 1 1 - - - I - P 1, �s a 0 I. FLR. T.O.M. - — — — — — — — — — — — — — — — — — — — — — — — — — — T.O.M. G_A_R. _ ENTRY �HDR. HGT. 0 co SCORED STUCCO BANDS FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS SCORED 12 V/ STUCCO 5 --�--r BANDS T.O.P. t— HDR_t_^„ -- --- -- -- - - --- - - - - - - - - - - - T.O.M. @ GAR.— — —------------- „ �,.-------------/ --— ENTRY —----------CJ /WEEP — -------------- _ HDR. HGT. TEXTURED 0ED ED El�� 1 l� CEMENTITIOUS FINISH ON CMU El 1711711:1 E SCORED C° STUCCO BANDS v FIN. FLR. 1 SCORED STUCCO BANDS 16070 OVERHEAD DOOR 12 �5 --t1_�rt---- FLASHING 12 5— SCORED STUCCO BANDS 101 CV FRONT ELEVATION — B FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 1212 5 — _ �_� -- — —T — — — — — 5 — — — — — — — — — — — — — — —— r- FLASHING — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CJ /WEEP 35 SH FIN. FLR. I------L-1--------I---------------------------- v r; r 6" SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = 1'-0" TEXTURED CEMENTITIOUS FINISH ON CMU RIGHT ELEVATION — B. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-V crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C 1861, R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved (lashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09,24.21 a+� c�a ao Z e a w N _ m u O- a V%4 o 3 40 3 L L go C Cr. A H E a �o a �+ 2 z � O W N �iA�"� •as• rI �© r cii Lo A'�3f�diJI?6?E1'°\0*11 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ,p U 41 0�� N00 /f U) -�-� N O 25 # LL V , _1 LL a Cuu i a = VOWy_° LI JILL w Z m =v_ LL 13 o tl' O W 0 �OyO� m w LL Z co M Z Q N Q a O U ¢ LO Z 0 U) � W, W El E] V M N M O O O z N a Q v a J — M to z C9 Q) s 4-, V, LU U O �N U) U w mE•... E _ 8 I U o N N 0 ti CID W J a� Z Q � LL E a E E U � z o �z o� >N zp zp oa FCU rSi 00 o E co co X U a< a O �Z ofu � L w p w c U 0< o0Z� m� o° Z�� m J � aw � ¢� �z Z W T 2 w ¢o ao z NW r- m az �3 J J o wa j 0 v 0, a= o3 >M Om 0 cc LO 1T :3 s— LO i� A y CIO T /'` V /) coLO O 0 N LO CV Q �— U') .� CY) T- o Z ' U')Z r a CIO it U J Q 0. J JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. 2.1 II ii-;_T-mil I I T I- - - - - - _.--- ---- - __ .--- ___---- - - - -- -- - - - - --- - - - - ---------- - — ---- _ -- I--- _ - IFF_I - , -rrf-- ter— I rl Mrr'l f�I AC%C% C1 LJ IA It�I r IA IOTAI I rrl AC` M = M EXTEF PLASI FRAM TEXTU CEMEP FINISH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS -IGT_---1-- FLR____1__ 1/2 33 SH 12 5� ------------------------ d- 6068 SGD CJ 12 �5 25 SH 25 SH CJ / WEEP 35 SH REAR ELEVATION — B SCALE: 1/4" = V-0" EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU LEFT ELEVATION — B SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txterlor Lovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 co ._ a W •-..® ago =gym; _ N �a o�st a 3 i d u > c ca d R a = l�0 o. u 0 w ttill6ij�`'t� E i lWCs 9\0\a��`1�1i64 tv C14 o C1 EUa o 7r7/,►/.rfP11111114t'�0NNIA To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. pa k'' w IQ co) N E N j 0 w+ GD N 0 N y ? rn r ~ N O ik u. ?i �i V 13 co -It C J LL u w - Z r m o z f% W ° W w c_o � o m N o 0 W ':k ,tr-m �� . . m w N O N c,.� Z 0 O U O W U U) El El o g z a Q � Q C U) N (h N z � a � LL 4—J CJ� ti W � m V _ � 0^ tJ ! �V, W o Ly N ) LU ?e � _ ; di I' U 0 U) < 0 ° ®pmp N 0 Z L.L cd E zo oo > ry ao � p E U ? Z, oa FCaro 0. — E o &¢ U 0 o 0� a t z wg 1Z �w � a' c -6 c ¢o O mo ° �F- Z m °J �� m aw O g Q 0 W a O o tt d mw = F =r o J w¢ C9 � j0 a= c� 0 > CM J 0 rn m O T ^ ,T L , Q 0co 1 0 04 T O LO N Q � t— E M o Z M Z E iri LO d E o U � a ai q 0 � JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. 2.2 __ _ T - _ �llf1 i i I � 1 !111 1 1 1.i iP.,,,u, n„,,,, a iI h,il.Au:l I;.u.l, 1, 1 ,. �— _—. -1�. .r.—ITT if_ ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES. - Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqT DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN 14) EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) [B] PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 19 ELECTRIC METER WWI ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANELCENTER 10 #14 to lights & outlets NEMA 1 00 #12 to appliances and GPI 150 AMP/ 200 AMP 01 #10to WH 10 #S to Range #6 to HVAC !R MAOIN 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Discot SERVICE BY POWER CO. INTERSYSTEM Bare Cu Ground BONDING OUNDING WIRE TERMINATION PER %1 WITH CODE APPROVED NEC 17, 250.94 _/_J// CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 1.5" VTR III 3" VTR `III �I� I I I I I I � I DEDICATED ' RECEPTACLE FOR MICROWAVE RANC HOOD PER SPECS 1113" VTR PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER I SWITCH FOR / DISPOSAL ;I J I X a UC I GFI N I Loj, LGFI °WII \ L--� � I ITCHEN / SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" A/C PAD DISC. WID GFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS GFI TO LIGH AND SWITCH ABOVE NOOK r---------------------- 1 i enini I G � ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE' GFI SWITCH OR DISPOSAL FAMILY I PENDANT ROUGH -IN FOR o\ I UC AS PER OPT. CLG. FAN/ (�GF-I I SPECS LIGHT PRE -WIRE Q I LT DWI IN, J G ITCHEN\ / / REF W LAU GFI CH DINING I PENDANT AS ' PER SPECS 1 C.M. I PWDR 1'I'I'I'IT I'I'I'I'I'I'I'I'I'I'I'I uJ/url �W'+L+ GFI @ 44 1 rr A.F.F. A.F.F. w w � Z� }0LL m I =C) > _j I ---------- \--------------------- — � GARAGE z w � ,.. a / FOYER - 1 DB \ I I \ I WP ENTRY � U Q L / GFI DB & GFI TO LIGHT AS - I VERTICALLD >_ Y 0 w PER SPECS / 9� I > to / / I GARAGE I ---------------0.00P---------------, GFI I / I IRRIGATION I GFI @ 44" A.F.F. I I / I I / I I I I I I � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / ------------------------------ / / (fX /6-- COACH LIGHTS ZCOACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / / PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I SECOND FLOOR ELECTRICAL PLAN FIRST FLOOR ELECTRICAL PLAN - ELEV-B ELEV-B ,L a+rs ti � C O G W Q �O c {O Q L Gt V w %�,�� N b c C6 b M O M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � 94 W t kid E c N 8 cD n �ci O N N � 00 (D ik l.L0) J N N �rr it w w a 11 ` ;t. :Q �Mv W c J Cc LLLL t1 Y r j 0 Z — 0. m C O� O s 2co ono m 'O N _0 c0 Q r-z IL ao O X O w N M Z U U F 5'yf•5p w U ❑❑❑ Z 11 _, "`e h W m N M O Z N � o � Q s. V^)' Z a `o W LL LIJ O U c oIJ.3 'gw 8 Ott s U o N U)�� t r o Z w J � Z a � a ze p E CJ ag o a t2 r0 n U O �E o 0 O o C.0 q p o ¢� �a W Z �w YO mo ll Zm v � � om ¢`a Qw gZ go a � � to W Wo¢ as � = F o w¢ ;o M d 5 _F a4 'a 3 > C'7 O @ V 0 ^' i (ID Lo r Lid U (n 0 m N - LO CM � 7 N N Q r rU m C T M M LO o Z Z E T vi m` C: CU tl U _j Q p J JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. 3 I r - - - - - - - 7T i m i rr_ - i - - T T- - -rr i r w tl 0 VJ T C6 �4_0" ,Roa_ F_NT 5:12 SLOPE H z ZONE-2 _ w w > ow 0 ATTIC SPACE 9 b 1170 SQ. FT. w V LL w a 0 N a W y�A 0 T LO 5:12 SLOP 5:12 1 5:12 5:12 SLOP SLOP 'SLOPE 5:12 SLOPE, Lu Cn << 77 N L0 5:1� 2 SLOPE 5:12 SLOPE' I I w > ZONE-1LL I 0 I ATTIC SPACE CD I 316 SQ. FT. I I I I I I I I I ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent )mt Amt. ReqTotal Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of b Upper y pp SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 1 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 *'NOTE'* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - B SCALE: %4'=1'-0" m �o N c a Cn �7 N r0 O L 'O Q� •di C'V N co co d i y� Cr Q3 L 41 V i t Co d C H cm.� C d� L> L mom• NaN" 'J . frrrlt1111111"e`1NNNNr�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ' F o E O N Cb 00 ' LL'J o? N � M (� N r- '9 z LL A' i Q C J ZS W J W LL LL W = a rn EL w s ;° o 0 0 0 W o2osrn K , W 1 ILe> Z L NZ Q M 1 N Q = O y; O Z U U uvi W 130 (D M N M O 00 N O Q Wn cNn z aIrrm Q) 0 0 a-1 r13 L„ O^ �, o tJ l N V I (n /F--Y V G W J E m l C) o N o N O, o w M c"M N S zZz U_ zo �� >� zo Z"o fl- p i= UCo o� wz pa r6 �0 0o o E p 10 o a N a o w w M a 0 �� m0 z j m J �o< ¢ 'z o� go W m oW LL ao d z F J w 6 Millc o J v w >o d 2 O z< 03 cC)0 >M J 0 6 rn m m 0 co L0^� T u Q (/� 0 m_ (V N O � (0 LO iu Z ,A` co � • � o Z lc z 7 N E m n U J Q C J JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. 4 r_____TTr -FF-T------T ----I r _ -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN wIZ W CIO CL CONTROL JOINT DETAIL ol 3'-5" 5'-2" 3'-5" 11'-8" 1'-4" lie 2'-6" x 2'-6" x AC PAD 1'-0" w/ (3) L TYP. @ #5's E.W. S3 PORCH F INDICAT S FILLED CELL I O w q w/3000 T1 CONC. GROUT I O =- CO o FROM FTR. TO BEAM w/ (1) #5 I � I REBAR VERT. ABOVE SLAB. ■ I I o 4" TYPICAL @ ALL PLACES I 6'-10" 5' 10" co 00 II SHOWN. HOOKED FTG I Eo DOWELE w/ 17" EMBEDMENT w/ 25" EXT. ABOVE SLAB. I o J—GRADE 0 STEEL I I C.J. _ _ HVAC CHASE f I BASED ON 3'-1" �— — — — — — — ------ ■ LOCATION M PROVIDE 1 1/2" RECESS FOR SGD ■ i I I I I S3 REFER TO MASONSI ^ SCOPE FOR WIDTH.I I I I � I � 9 F-j I ■ EO o III � I LEJI i ■ �� _� C.J. TYP. @ 0? TWO STORY 4' 1" I T-8%" 3Y2 MIN. 3000psi CONC.— SLAB FOR HERNANDO I U COUNTY ONLY, 3%2' MIN. I l Ill —1 i SLAB I ■ ■ OVER OVER 6 MIL IL VI VISQUEEN I VAPOR BARRIER v I GG TYP 7I S3 ■ I — C.J. — — — I I III o i co o I I N III I I "' ■ III I I I - I 9 L_ � I ■ l 7'-3" 1-0 v � I N I I ELL C? PLUMBING I I — — — — — STACK I GG S3 o C.J. v 13'-1" — C° — — T-0" — I S TUB .. TO 2ND FLOOR I I I ) 2'-6" x 2'-6" x 1'-0" w/ (3) FOR A/C — — — — — — — — #5's E.W. 0 I _ J C -3 1/2" K o Iw- S3 S3 it w O w I 17 9" 19"" No■ ■ ■ w Q p 14- J > o m J O -Q a 1/2" RECESS FOR ■ UO U FRONT DOOR -4" I o w � I LO M }� I 11 I L TOP OF CONC./ LOUOI PAVER TO BE 4" > w ■ I I BELOW FIN. FLR. I —"' — ■ wk C J o 4'-4T 2'-6" x 2'-6" x TYP. @ �r #5's E.W. o SINGLE I I I r STORY ■ I I ■ TYP. @ I O ENTRY A I I o i ( J i o B i -- (2) #5 VERTS w/in S3 (2) #5 VERTS w/in FILLED CELL FILLED CELL — — — — -� M 14 ■ ■J Jim ■ 1'-8" 16'-0" 19'-4" 5'-8" Oz 0 U w p J z C7 � z LL 0O NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION — ELEV-13 SCALE: Y4"=1'-0" N N N c W i� C3 a �o CIO C-4 N cc O s. N © ZA N -�+ .r W i0 d f.i Oi cs. c E � O d y 0A V ®, C c � (..,1 . {D cU To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W11- o f O N U N 0 ?,=oul 0 # LJL J 5� W� LL r J d &W a +t?"t C J d Y @ LL LL S, Z Z S N -C rn 0 SO o ��o W W 4; o co c5 n m ¢ rn ¢ N �KW IL o � o Z N m Z U L F z O U ❑�❑ W z N Cl O Cl O z N z o � a J — n to M z � U o LL 4-, r..r ° U O N w ��i— U) U t— EUj m U o y m o z w Cl> Cl> ¢ z c6 Eo Zo Q c ooa F� M — o E �¢ a0 < Sz a W J Vi ¢z �4 om '0c m J 15 ¢� 'aZ �z 3 op go W c`gn T 7 w LL a W � m & z = F J o J =¢ o v olQ O0 3 0 TZ > CM J O N rn m O i0 LO r LO Q �1 L.L 0 (n 0 m N _ LO C'7 O O N LO N Q o) 't -- T— T eM o z CIOz 7 E rcocc N @ d E U J Q (] J JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. 5 12'-0" 13'-0" 2 /_G TYP. @ CORNERS FT3GE 0 N O co @ 2 O.C. MIN O 241 � � J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G FT6 197 nOi . 1 TYP.. • 1 L1 O M RG. WALL O O m FT8G FT13GE BRG. WALL r 1J J FT11 �— r. . . . . . . . . . . S6 ' ' • TYP. @ 2 STORY. SEE JJ/S6 @ -n STEMWALL 35 (2) A 22 D1 FT9 (2) A = CJ3B co LO CJ 1 B 9 D1 7 D1 FG3 W\7 7 D1 0 A TYP. U.N.O. T L7 w W W 5'-0" W w A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) B4GE 5-8" PER ASCE 7-16 OF DESIGN ALLOWABLE RSH ENGINEERED CLADDING WIND FPRESSURES AND OSUCTIONS FORM AN ROOF OHEIGHTNT5ft AND AND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3rA 10 HIP -35.94 1 -49.57 1 1 -49.57 1 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 1 60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (24/6) or 1V32" EXP. 1 03 16) TILE: 1%2" EXP. 1 0y6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tY32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 2 ROWS 8d @ 6" O.C. _\ NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO-/ '—ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES @ EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FIND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS r SCALE: 1/2" = V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH, /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** - 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 112" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION, FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 611) *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION, NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER FX CONT LEDGER u SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-B SCALE: %4'=1'-0" � p N as `moo o.L� c Cj Z Ca �; G LL Q cc o — 4 N N E� ram. u ,N\'i1iR4EaPi€� ,ago W/,v SE 1f' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r W a v o M 3 N N Of u�7 o 0 y N N 10 H M toCD `t � li C J ti w LL u' S5 - s_ '1 11f V Z J p- 17 li `L M � v � W �oio 'o O 4 rtiLL W ��a'°' m w _ N Q rY O O Y t f, W U ¢ co 0El M � N M O 0 z m Q r U) V) M o MEENEW IL cn w � C 0 l/0 LU o ti06 U 1 � �_ = E O Imo..,• L z C N � m ®® o U ZO , z w Z Q LL c, E E O vo zo go oz Q >N <R oa 1— ro 2g X U w� -o O O E d¢ o 0 Q Z N L- ¢o ¢z no C: a � ¢ o OCl) w m 10, Z~ z m J 2 m ¢� Q w 2z cn 8p Qo Wa 3 wLL `nw o Jz <a =~ �o V z< a .� p J >M O d' m 0 ^, i (0 LO r T LO co U) LO 7T) CO .- O L n N QLOr � w M � vi Ill')z o m Z � E T @ a E U ° Q o JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. 6.1 r1-fir n I I T 25' -Ol I (2) TYP. 1 I- 1 n1m ILLY I I111V1 OVERHANGS OVERHANGS 191'411 I �1_QII RSH ENGINEERED CLADDING W NDFPR SSURESANDOSUUCTIONIS FOR MEAN ROOFOHEIGHT:5 5 ftND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE a=4ft [4:12]-[12:12] / (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): V\/ ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD�� ROOF SHEATHING: I O I l O l SHINGLE:'/6" EXP. 1 (2%) or1%2' EXP. 1 (33/16) IQ I TILE: is/a2' EXP. 1 (33/1s) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS I I I ® 13r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/3Z', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d A-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 112" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F `^'/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-1 Od x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *'* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L 1360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) Sk OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B SCALE: Y4"=1'-0" M !V o -� cv -o M1' W N o Z ge c -e w N —.flmx c L+- CD_ N d O X as yCL c � 3 � 3 �- .°' .c� =_0) c eC s Hl � O C 20 to N� 1 l'1 o � V %�v � V �� x • . �L � 7(j To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q V C) C') NO N O W N ® '��O N � P,}10)y � 4 H � N t` r V U ac i ± d M Q 6 co v 3 c_ 3 u- w Mu.0 3 0 w F Z f0 Cam_ W Z_ Lofo o 05 °' m w co Z Q N O0 < W oa M Z O 00 N � Q � J d N r M V) z a � o w � m wC U 0 V) w o Ly N V) .. _- LU J _ E � S !h = L o y `) y 0 ° 440- � o J w CID N O y Z � J L _ Q Q E 0 CU z o . 0 wzoa G > M ao zp w I— C O 0 � ¢ �o p o C E a z w z Iz w r � G ao0 0 < mo 00 ¢ m (v J ,0 mo ¢w 0 ° �z g o cn T 0 w a z � F W �O M v w w ¢ ol< ; 0 0 S 0 3 >M O d' cc cc 0 N � CID LO T : T Ln Q CT cor 0 LO CO O C)M N LO N Q r c�LO E � M o z ro � iri L1') Z Eco c a.0 E Q 0 c JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. 6.2 IF , III it i� - TI _ 1- - 11 I _. _ . _. __ - - - ___ — ._ GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'4' and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM do GROUT SOLID 7 � Z QJO #5 BAR CONT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE = N.T.S. Mo Elm E : E 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4'x1 J" TAPCONS OR TITENS "CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/%" EPDXY ANCHOR ORY2' J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/VVALL I Id, =:]�8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" O O 5'-10" LL 13'-0" LL O 8'-0" LL O 4'-6" LL I TrC VCJIIaIVHIIVIV F = FILLED WITH #5REBAR .(1)RE AT TOP 11 MIN. (1) RE ALTERNATE POWERS GROUT/ U = UNFILLED = R RECESSED n CLEAR STEEL LINTEL QTY. OF #5 O a 1 REBAR @ BOTTOM ° OF LINTEL CAVITY a #5 REBAR AT TOP Q .WU. MIN. (1) REO'D 1-1/2" CLEAR S 8F16- B/1T U z ` ib z a ° , GROUT tNOMINAL.QUANTITY OF T a o H C.M.U. OE WIDTH #5 REBAR AT < O 5 REBAR AT BOTTOM OF M U z j a o - Lu TOP CAVITY w0 V 0 0w 4'-6" LL NOMINAL oLINTEL '-*-BOTTOM 0 Lu ti X HEIGHT REINFORCING ¢ Q C7 7-5/8"ACTUAL PROVIDED IN Z LL O w rn -! 8" NOMINAL WIDTH LINTEL ¢ _' C1 m #5 REBAR AT BOTTOM (VARIES) p u�� AS INDICATED MATERIALS cT praca�intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION B MIN. 5'-8" LL MIN. E 17'-4" LL LINTEL PLAN - ELEV-A SCALE: Y4"=1'-O" N c o` © N . �• G W t'V a g c C V CV CA C14 H d O cc ;Q L 10 d 67 .il' W c o m a c E w o V 0 ,tit•; i� � 1 } t ?<i'n Lea �`�•�;e VV 6 ',• rAQ �?Svc` p>�f .: To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q o v � �- � •" N o� y _ as0 co N -_ - '�' Q U) r- M 2525 u# 7 � Li7 IL)n • y. C , 5 IL w LL 55 a ,n V Z J w a Y CM t v R e W � (p N 5 0 O 2 W Z IL r0 , o m w Lu x a N Z Q - N O ZU W ❑ ❑ Z N M o Z N ti � Q � J l N E3 W L^Wn, M 0 o (6 w 2 V 0 V) w o 0 w�ta W SAY = y N U o N 416 44 CD Z< w M M (n Q Z 4 LL Q E O z o wz Z o Z 0a F@ rt5 0 o o E 0= n O o< 2 Z Z N td Q p Qo � m° o c rn J mZ oo aw S Ow =o `; U W Cn o O� <� d W m o �t zI¢ a OU NIp J M m co LO r r LO Q -2 co CL (n -2 N + _ _ - LO �. r__ N LO N.Q Q a) C\1 r 3 CM iri I' o Z ICU Z E r COO`m m0 a E U _J -0 ac Q CD _J JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. 7 'I! 0 CV 25' -Ol l 1 ILL✓ I ( I1 I 1- 1111 1 OVERHANGS OVERHANGS 19'-4II I �, QII (2) TYP. ENGINEERED CLADDING WIINDFPRESSURES ANDOSUUCTIONIS FORM AN ROOFOHEIGHT 5T 5 ftND RSH VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 / GABLE -38.22 -38.22 -60.99 -60.99 _60.99 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): � I ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1 I 0 1 2S ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ®i ROOF SHEATHING: I Q I 1 1Q 1 SHINGLE: 7/6" EXP. 1 (24/6) or t5/32" EXP. 1 (3�6) I I r I I TILE: %2' EXP. 1 (3�116) I I I NOTE: I I I 1 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %a' x 0.113") NAILS 13r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN75/32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10-8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (» ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (6) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-13 SCALE: 4"=11_0" 4*4 •- $ co .; U_ 0- x: a� w C, a� c co � � v i +® i 1,a%, jdaa @ L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � kw It � fi196, r )/` o E co " k r - 6) wit ON O 0 m 00 N N00 k+; en a v.. 15 LL UL a 2` 113 Z 3 W o g 510 W 7 MCV O y W iq2O�j°� m w IL'Z L M Z r� �y OU U O $ ,Z ,Qk4 W ❑ ❑ N th O N � Q � J CL � /� �/ r M , 1T J ILL Vi W � O V) W B (Y_ wo �N .) C) c EUj ' .. C) C O Q N o N m o m > w Z _I LL_ co E zffi ao �m a- fl p E U w zo oa H rp to. so az �z wo o � O o Q10 '0 y U m� ! m N m Q W o Z a o C/5 T m w LL Q o N W = r W = a J aF 0 �o Ch oR � I=-- d ;i T C:) J > CIO O 0 m 0 cc LO r : r Ln 0- N Ls7 M 0 -� r- O Ln N Q '_ M ` 0 Z CC 3 6 U') z E r c m n E U JOB NO : 23-06118 SCALE : AS NOTED SHEET NO. 6.2 I RI I I _� i t : n�� 1 r t If� r � L..� GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed L/360 vertical deflection, except lintels 1 T-4" and longer with a nominal height of 8" meet or exceed L/180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load �� . O Safe vertical load + Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS FORM do GROUT SOLID O N W U O w #5 BAR CONT. 8F12-1B/1T Q "V" LINTEL DETAIL SCALE = N.T.S. i I E E F TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Q W 8F16- B/1T a 00 �15o -cZo tNOMINAL. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL o HEIGHT #I.5RE(1) REQBARAT TOP QD MALTERNATE POWERS N'D CLEAR STEEL LINTEL a O a ° a .M.U. #5 REBAR AT TOP a ° e MIN. (1) REQ'D 1-1/2" CLEAR ° 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"xi J" TAPCONS OR TITENS -CENTER OF STRAP @ TfWALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ 2" EPDXY ANCHOR OR Y2' J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE otSEE PLAN T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" (D O 5'-10" LL 13'-0" LL O 8'-0" LL O 4'-6" LL ° °a ° ° GROUT n U) J ❑ cn m F m C.M.U. / \ 5 REBAR AT = cn w ° BOTTOM OF LINTEL CAVITY a cn z w O X o 0 w 4,6„ LL -BOTTOM o'M (.f S I- REINFORCING ¢ < C7 Co 1 7.5/8"ACTUAL PROVIDED IN z o w � VOMINAL WIDTH LINTEL < _' C1 #5 REBAR AT BOTTOM (VARIES) U) �?5 c S- AS INDICATED MATERIALS \�-STEEL = 3500 psi. BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM Cgat a = 3" to psi slump. 4. maximum 3/8" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES ALT. ( ) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementibuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION MIN.B 5'-8" LL MIN. E 17'-4" LL LINTEL PLAN - ELEV-B SCALE: Y4"=1'-O" o i` za C14 o� -a aow �a C A ca N W ai C .. w pq 3 *� 0Z to c ae o • tom..,° "~! v � �A e v To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F� rn co U O N 20 m ii Cn N 'n 4 LL ti `j Q v c co v N LL LL W Z W L (6 O ,_ 0 o Co 0 W m LLc, J J j Nco O U U O M M Z N M � o Z m N Z r � u� 7 I V) M z C7 W `o � U,3 O �N w o Ly N (6 r- u) � c N LU J111 v 0 N Q ®YY®® N m li " o w M M J z S O S5 C � E sa 0 E U g of z <� z® oa 8 E a u0 U �m =a= °a i W C= om o° Z Zm -j �� a" Qw �z C� 5< oLL z Jo az W T > a to W m <21 1_ 0 aLL �3 _� 1 v oIQ a= 3 aTZ 'M O 0 (o LO T- r Ln �\ Q Cr co U O (n 0 N m = 1 ) Q N Q LO T E E C0 v; o Z Z E r `m CU a E U Z cc ¢ 0 � � JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. 7 - I I i GI 1 IG 1 1 1 �1 1 1 1 1 1 1 1 Ili 1, 1 hill 1 , 1.1 1 ­ i 11111-1 i ,. r , ­ I 01 3 J w I 0 i J m C> 0 N cn 0 a 0 cc> 0 I N cV Ln 0 Ln i v rn Q rn r� O i a 12 a E 0 x 0 J i a 0 0 0 J t� r'7 0 L LO LO hi 0 0 0 a Lo L a� 0 0 Z z w m a� o co NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE, 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 73 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDES) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1)/2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE, AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2,2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3, 2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN, GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4. 2. 2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4. 2. 5° METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN - INTERNAL PRESSURE COEFFICIENT- +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF -END ZONE) 4. 3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS = 140 MPH) MINIMUM. (V 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF SECTION LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS TO THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF T A 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%$" SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy= 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4. 5. 2. SHEET METAL SHALL G90 OM IN NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL ACCORDANCRIES A525-87siWITH GALVANIZED COATING E WIDTH ASTRM 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TOLLFAST INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, NOTE: 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.7 4.8 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2° FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete over ou and mortar along the foundation perimeter must be removed be ore exterlorpsol�treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. � C3 o d Z O W �1 o U N C C IC V N - m y- Vf O �p W 3 dY ae a Q 3 � � .`y w d c fO o a. .n f ov f�X r4 CD rf .� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. slow 0 r °. Q V v U 's C) m N r 4, 0 �� N w 13 N V J rm- Yw Z- ' W��mOm 0 0 co ZZ � 0 o O U<0 U) W ❑ ❑ U N M 0 00 Z N z o � � <t E3 n M CD o w j 0 wa U w of � (� y i✓ ?�.ji U ) N ry W Q 0 m N 0 w 0 �� Z Z U_ a mz <� 0 E U ❑a m U o E 0 < z �Q 0< �Z �Z W It a a C o6 ~� m m .o ¢w U o¢ zz go W T w a N W m az =3 o J w ¢ �0 Wj v 8- 1 o3 E2 JCD 'M O V ro 0 ^, L (10 LO T r LO CLCo U) m N LO M O CD �- O N Q r at M Z M r v; o Z Z E c r a. U -1 Q 0 JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. S N 1 1 1 1 1 iIf IIt lt(1 I I I I 1 -1 -- -- - THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING v�K. .......... ....'......t ... . 16GAx1-1\2" LONG (3/4"-1" CROWN) .4i4 STAPLES @ 6" O.C. VERT BETWEEN AXI I 16GAx1-1/2" LONG (3/4"4' STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" "DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" Q - STUB -OUT FOR GAS METER 0 o � U O � N oz • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'.8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-Y (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap --I FILL CELL STD, 90' HOOK BOND BEAM w STD. 90° CONT. #5 BAR > HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI �—MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max. � 4" max. Clinch nails ✓� when possibie 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/PlywoodlOSB web stiffener 2" min. required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth guts. N.T.S. Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series F Depth End Intermediate BCI5000s® 9-1/2' 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000se BCI6500se 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90se 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE Ice TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* t Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET VW N.T.S. Provide adequate bearing for each lapped joist. Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block) 10d nails SECTION INT. BRG. WALL require additional consideration. 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam " """ `"" ' ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE < IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch Joist hanger or drill flanges rl 6," A 1Yz" ROUND HOLE MAY 6„ 6," DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1)/2"THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' B Any 16" joist- _ 12 Span c i 16 - 20 24 1'40" V-11" 4'-2'° .I 2" 4 3" 1 3 V-7 k'- t 1.` 24" Z-95 3-2 3-T" T-Go 1'1" 1' Z' 1 . 1,_3' 1'-9" 2,-4," 2-11i" 3-T' 42" 4.-0„ 94" 1'-0" V-11," 1 2' ,1, 2" I' T' 2-5- 3-2" 3-10, 4,-go 5T. 6-4. T 2 V- 1' 1" 1' Z' 1, 2,. Z-O 3-U" 4'-U 4-10" 6'-11" 6'-1I" 7'-11" 8'-11" V-0" 1'-'1" 1' 2 1!-3„ 2-5 3-7" 4-9" 6-10". T Z' 8'4' 9-6. .10,-1 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1t2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) ®1 I 1=111—I 11-111 _ _ 1 I Nail with 10-10d nails. =1 i 1=1 11=1 11=�- — Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °• ° . • • FOUNDATION INFO ° < a STEM FOUNDATION GRADE \ Filler block. REINF. SEE PLAN Nail with 10-10d nails. 14 Backer block required where top 4 n mount hanger load exceeds 250 lbs. / Install tight to top flange. 0 i I; I i i 1/4%2" gap I Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth 0 °I I —JOISTS BUCKETS N.T.S. i (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'4" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" —\ CENTERED @ PIPE PENETRATION `PVC OR SCH40 SLEEVE PLUMBING LI E N .a ®. 'ad d • d SEE FND. PLN. [o SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d0. a d SEE FND. PLN. SIZE & REINF. 011) N o G W v ati o C CC W GV —.omx Q ✓ CV � M ee ra Cj CID *-. > c CC N fl' C E 0 0 .. Ya :ei�i!V�t Ilk? 4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. S kk 33 i ; / to N C' 0 CSfn 00 5�,� NLL H�Ma� w wa a Atia ai w {2 U a Z OOZ 11 S c6N m L Q yfw W og"� d m Cn °� �: z W Z w Ln M Z U G Vy H 2XI! d i� ❑ ❑ ❑ b rMi N M IR o o Z � N z o � — E3 � t � a ).:-2 `_ Lu O w o N I .O c_, 6 LU F li O O Li 0 w J z � ca E z o >� E8 Co I— M ¢� M o w¢ o o E o & oQ o t z ¢o -z 0 CI a om m � OLL a <� >Z aw Zz 3: O4 go cn w a J o �Q ;o 0 o 6p J (� N rn m m (0 LC) r Q �- Y Co r m__ Ln 0 CMV 0) r- O LC) N Q r w— a) w cM CM o Z z '� LO E T in c m a- E U J Q 0 c J JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. SN 1 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS —\ / INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 5:;� FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 112" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM 1=1 o I-III=III—III I ° II I111 III —III=' =111-111-111=1 P I 1=111-11I-111' 12 D3161-CLASS F, IN ACCORDANCE w/ TABLE ' I-11-111 III—� ° — — — ' I I-1=111=1 11=111=111=111=111=111=1 11=� I'" (TYP) VARIES (B 210) ING--111 CODE 7TH EDITION J =i 11-1 I i I I 1-� 111 1 —I I —I 11111—I 11—ICI I —I f 1— ill - RESIDENTIAL —I 8 ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 ELEV. VARIES 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURiRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD U.N.O. 1 #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN, 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO DECO FINISH 4" to 6" GRADE L CO _ o 6 MIL VAPOR BARRIER ° a IIII II I D • • III- `� COMP. SOIL. TI (COMPACTED TO 95% =1 I I =I I I 1= MODIFIED PROCTOR 11 I III I [T=1 I I -I I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) OCHAIRS TYP. STD. 90 HOOK (SEE 4„ 1'-8" (2 STORY) U.N O DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5)/2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-\ 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ w / (10)10d NAILS _ 2x P.T. PLATE ASSUMED FINISHED it n GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN FOR CLARITY O° z NOTE: *FOR BEARING WALL W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE - - - - - ° • ° —tTi—I i I—ITI—ITr—' ' i —_ — -(1) #5 REBAR w/ OPT. ' 1=1 11=1 11=1 11= I I— 11=1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT — 14 O.H.D. RECESS z 13 O.H.D. RECESS CV ' CV n > .. e • III -III- 1 '=I 1 >111=III=1 ` • III-11 I t 4„ _ 111�1i1 ' ff - .: a. I I °° —III—III " ;, I I •°' �•'��.• • III —I II�111 Vie. ., • . SEE A/S3 OR J/S6 --I L II I I I ICI III . FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 0R XS6—� 'l l ll l I I II i �111,, IIII I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR Y$' GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2-0/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" ELEV.-0'-3 1/2" h 31/2 MIN. j -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS �3 1/2" MIN. / 1/2" (mintF( - 4" ° I I ——L=1 I I ' 31/2"(min. - '4'... 1 1=f_TI ° • 1Tf Tl l= :I-1 ,T�''- (2) #5 CONT. 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL n0 STEP (@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1Y-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS ,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH 00 • p ° � r9' I =1 I 31/2"(m n.) - 4" =III —III =1 I I Tfl-1T =1 11=1 I I 1111=1 11=1TI=1 I I 1 I f=1 I I '' (2) #5 CONT. -T- 14'° I II ii r 8 U.N.Q. MIN. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 00°s 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR � PER MFR INSTRUCTIONS Z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi " T ° D 4JM FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] —T- -11(=1 II 6 MIL VAPOR BARRIER -T ° ° � ( 1I ° I —III=� I-1I G -' r M III- #5 REINFORCING BAR R 1 7/8 1 _ III I'" TTi T 2 �_ #B I AP ..0 I('F COMP. SOIL. (COMPACTED TO III ° ° 1 95% MODIFIED PROCTOR ASTM—I I f=1Tl= D1557) II rrllllirllll�rllllirlllTTT TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD, 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT — •A..Q INTERIOR a a -31 .a 4 a e.. r. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 60 E- _ Jill N T [=T=III M 6 MIL VAPOR — �' =I —I = L BARRIER �=1=tll� IIII tI-1 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT .E 6x6W1.4xW1.4 t WWF OR FIBERMESH A t K S3 TYPICAL BEARING WALL 0� STEP CC SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACEANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE LU C U U) LU LU • (2) #5 CONT. ON 3" CHAIRS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH CO . d —III=�-1Tf- :- (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO,N ° SEE PLAN FOR TOP OF BEAM NV A. (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL c - _ _ — —a °. ° r� BEAM SIZE & N I a �I CONNECTION INFO M ° T ° PATE' I 2x4 #2 SYP P.T. FRAMING w/ ° ins I MIN 7l16" O.S.B. SHEATHING SEE A/S3/J/S6 T 'rTfi�` "- g„ o.s.B. z ATTACHED PER NAILING FOR REINF. INFO. OPTION LU� SCHEDULE COLUMN LOCATION Q > SEE TYP. WALL SECTION FOR ADDITIONAL Uj SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND ATTACHMENTS & 18/D1 O.C. PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD _� z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. w 0 SIZE VARIES PER PLANEE M > w/ MIN. (2) #5 VERTICALS 0o ? GRADE LUFILLED SOLID (SEE PLAN FOR LU SIZE AND REINFORCEMENT) 0� _ • LUZ = LU C Q W U BRICK PAVERS or SLAB PER O o `n = • • • • - z_ LU a COMMUNITY SPECS " � " Q 0'-0"FIN. FLR. to FOOTING v BEYOND L _.•• :•. , •. PAD REINFORCEMENT —/ 3" MIN. CLEARANCE n�•'S •• 4.:� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH - .w • . ' . CONC. PAD INFO. SEE SCHEDULE ......:...... TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4" = 1'-0" SCALE: N.T.S. 13 CVco := Z > W a� c CC m K = m o y y o 04 >E.c= ,ya=� " 3 m 3 .d u y CL c E tC Cl- 0 1,7 \ p � r y r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W A FO Oj (.1)N + N cis Zv '.'. U) a N O 22 ak ll 6 M 4 5 J = - I k 1 52 LL Lu J LL V•• a. Z g _ Lu m c L z o 5 y,. W a ���rn Co 15 Z NZ a V O U < O t u. .. W OO 0 0 z z a � -o J 0 c7 0 cn a LLJ a 0 c/1 tJl w o c � �,•s U LU J pE I ro I U o N c U) ¢ 0 • N I� o JZ w M J 'a Z a �E o=o s<� za O E V Ze oa F M _ O E U d¢ 00 p (r¢ Wz o wz �J C <o a pU m� o° zF m m > Z z op g0 c� az O m 2 jp oLL s 1— r3 M O� �O a F V O— z< U� �� > M J OCC CC 0 M {� T L^T �1 a. U) m N -_ Ln � 0 N 0-) .i.i r O L0 N Q -- T a) w C) T- i6 I n O z co z O E T- CD C c m a E .. U a Q p JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. S3 (MONO) > 1 - 1 - - - - 3 -o Hi w C> iN m C> O N 0 C Cr 0 Q J a2 0 I i 0 LO i CD L v Q- i rn Q N 0 i a N E 0 `v J i a 0 v 0 a> 0 LO 45 0 0 CL rh 0 u7 LD v 0 0 a z w v cn (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA,) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS - 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ TEFL 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK )T - ' ❑ S AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM SOLID AREAS ARE STEEL AND GROUT 12 P.) SEE ELEV. INTERIOR ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d EXTENSION FROM EXTERIOR HEADER FLUSH TO OUTSIDE OPTION WALL ❑ ❑ NAILS AT EACH STUD /1 FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP ` PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + ++ + + STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO - - TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —/ FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d UJI. NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T,S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. L DOOR OPENING DOOR OPENING DOOR OPENING C 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED ❑ ❑ ElCOMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER EXTERIOR BOUNDARIES 6" O/C EDGES & 8"' BLOCKING ( ) WALL CLEAN -OUT A WALL ❑ ❑ . O/C FIELD SCALE: N.T.S. Sq ❑ F111 ❑ (2)2X4 PT STTUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. UPLIFT CONNECTOR (SEE SCHEDULE) S4 AND FILLED W/ GROUT KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 4 8 STD.90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION ! FF_ L NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. a - a r W 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR-----_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY .;` GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING R E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. Z S�cF �O� N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 wl (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --' O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3i4", 41-3/4", 71 ", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500z: OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C, (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR 4,9,, SPLICE STAGGERED J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHE FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) O (4) O LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. Op00 ; SIMPSON HTT4 TYP. FN�NR U.N.O. 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SLI SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL G 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4116d TOENAILS TO Y UP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w v :�. z a `� `n 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE /_ 2X BLOCKING 2X8 P.T. BOTTOM P ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED ❑"M 0 o TRANSOM FRAMING BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. ,i N� t` .o t%4 > W Itrn ea o •cc-.N� 3� �a1 0 3 a.. RJR• • ••< S F yy �A L •'>"• i' \`mod uc7 ^• r� ..^ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �E U Y® o0 N N ' N yp� 7 In . (0 4 rn�r-=, 0 �MYpI / J M/ M Cf LL 10 u- W o J LLLU _ o Z @_ o _ z W CO coN 0 W (b CP m w U� N Z M I 3 N O U U O _.,. W ❑ ❑ M � N M o g N � o � N M C1 v o „e U) 0 L C,�y N r-- — E 8 I CO o W M M ¢ oZ T z Q U_ rt- E Z. > m <N o �� zQ oa co �- (d o a E � o o �< ` ao wz cn ro U �Q mo ti o� m �S az oz <o U5 0 a a z a w ;o M a F 'M O ui M T 0 (10 LO 1— T— Ltd >> co r CL —LO � O Nil CD O - o Ln N Q 1 r LO 03 ce) ' LO o z z : E 1— m a E 'a a o JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. S4 1 1 IL 11 hltl 111 1 J 7 P 1 1 - - - - - � Ill t 1 11:;1 1 i_lc,tl ol,...,, 011.!ruu:.<ii ­IdtJ i III" n -I I 1 - -- - - SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (z 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAI7�\ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d \ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5MAX 9,BACKNAIL w/ (2)16d NAILS UNSUPPORTED,BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING �IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45'± 45' ± SEESTRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF"L" 10d BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH ATEACHJOINTW/(3) & (2)10d TOE NAILS @ � AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END• W/ 10d GYPSUM WALL BOARDATTACHED GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" PTPLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHINGDETAIL 2"x4" CROSS BRACEAPPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 10d X 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. ENDEACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHENTOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALLSHORTER)SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE(2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP &BOTTOM AND 12" O.C. FIELD ATTACHED (2)16d NAILS W/ (2) 16d TOENAILS\ 2x4'IT" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTENWITH 10dx3" 4" 0/C SPACED WEEPSCREED THE FIRST (4) ROWS OF TRUSSES „@ 1/2"8" "J" BOLT48" 0C2x4 T ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. x @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCR7AT24' O MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATESO.C. 1/2x 8JBOLT @ 32O.C. MINIMUM 6FROMO.C. MAX w/ MIN. 4" EMBEDMENT IN K0 LOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHERSIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEBSECTI0NWEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4"10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCKSCALE: N.T.S.TITEN ON OUTSIDE2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP `O `o SEESTRUCTURAL CHORD BLOCKING NOTES AND NAILINGINFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS -WOODTRUSSES `° 00 2"x4" CROSS BRACEAPPROX. 8" FROM •2x4 RAT RUN BRACING 1 12EACH RIDGE FASTENED AT AT 24" O.C. ON TOP OF JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANSNAILS 10d & (2)10d TOE ATTACHED W/2-16d @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS@ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUALFIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRYWALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS •ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION(SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOESIMPSON SP2 w/ (12)10d ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE . EC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) EDGES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANELI3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L _ 2x4 BLOCKING W/ [E EXT. WALL CONN. �a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF10dx3' @ 4 0/C (2) 12d TOENAILS NON - LOAD BEARING LOCATIONDB.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTIONg J ADDITIONAL INFORMATION. SCALE: N.T.S.S5SCALE: N.T.S. IINIMUM 2x ROSS BRACING 3EE PLAN FOR OCATIONS)TOENAIL (2)16d NA (2)16d PER JOINT ,,.w.,�� ,,,., �.,,.,, �„��,,.0 24" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SEE RSH SCHEDULE FORATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2) 10d x 0.131TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL10SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w IL BRACING w/ (3)10d x 3" AT Y EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS uvly i. ��r�nnvu �. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICAT►ON SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 11 2x4 BLOCKING @ 48" O.C. 'LI' BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.0 TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS ttl TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIk d w d w a � O i IZ O w 0 o 0 d w — — — — o o X � o ----ov ---- Q o W W NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION c�A ca 0 err c `! W Z � a. C`4 m �LL a y cc O_ u- N d O Q r CV ?lG 10 d d . c 3 •cam �- uam® m =d H E� c l0 p a v �''o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. .x.,. W .. F„ o E dw 4 O N 0 N m o c 4 ' ® � N � m i O it w M N M V 'a co:: u- a U_ •-3 ZJ — I d Y C _ 199 v O: �•�NCO O _ o W � COLO Z Q J f Z OU 0 �kF+l W ❑ ❑ N 0 o 0 z m N z o :* Q J _ d �t] V) Z a C7 0 u, � LlJ 0 V) �_ w Ln ca E c1 0 " c U) m OD Y N rn o Z W M M J Z 3 Z Z 4 o wo >� ; woo 10O oU 0 �U O E ` Q co <= w= c 04 m, 01 Z m J �o ¢w go W T o O� w LL 0 a z y W =k oz r3 = J o J w¢ F �t M il- zl4 a 0 3 �O O = > M J Om f6 m 0 ^` i (0 LO T *— L / (o 1"- O U) m N � 1 CMV T N 0')04 Q LO M M '— iri Lf) o Z z :3 E T— m U Q 0 -t JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. S5 I. I Ilh. L. 11 ¢.. -. i;li Jd I_,:.Lb'.II ,V. L­1 i.l 1, ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATI ON ---- BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA < 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY d al a M ' I -III =III -III -I I I-I=111_I 1- 6x6 w1.4xw1.4 I -III -III -III °. WWF OR FIBERMESHI I' II � II II � j-1II' II I I I II I 'III —III —III III a° FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 77H EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO W o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD JI`W LAYER 1/8" THICK. W v —INSULATION PER CHART ON FLOOR PLAN ('­B_ R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT, FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LL v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL LU U) a AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE I, III" STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN, CLEARANCE 4" V-8" TYP 2—STORY WALL SECTION ri REV.03.16.21 SCALE:3/4"=1'-O' S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION, SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP W/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS "END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED oO FLOOR FLOOR TRUSS SEE FRAMING PLAN TRUSS °O SEE FRAMING WEEP SCREED o '- PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1Odxl 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"" ^ ^ 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSc FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. T ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS u WEEP SCREED 11 INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN, 4" EMBEDMENT IN KO BLOCK SCALE: 314"=V-0" RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" ��S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 1V-0" (R302.11) SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. —� 2X P.T. PLATE _ a. . al. m•I Ifl=.. .'�' I-,— SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH e -ICI hIII-�II . I —I I I —III —I I I —III —I I 1-� (3) #5 CONT. ON 3" 8" V-8 I I-171—I I (—IT—I I Il " 8" CHAIR W/ 3" MIN. CLEARANCE R INTERIOR 2-STORY FRAME SECTION S S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. Q_ 15l32" OSB EXPOSUREI SHEATHING X PROVIDE X BLOCKING AS REQUIRED PER D q SECTION X-X IF L-LJ' NOT FULL HEIGHT SHEET C rn z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB -F EXPOSURE F F SHEATHING w SOLID 2x U)C BLOCKING @ ALL ZI C SHEATHING Om EDGES (SEE OPENING SECTION X-X W a0 C x FrW x E 2x STUDS w BEYOND. SEE PLAN O �-2x4 P.T. BASE 2x RIBBON OR VERTICAL a HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S1l2rr 01 S 1/2rr SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X S�cF V 0� N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) OpFNti� R WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM g" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Wo PENETRATE SURFACE MORE THAN y". Q U) ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z rL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O ¢ OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. Co O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL LL O O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER F r ¢ � O 0 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q o 0 0 V) O m LL Cr 0 O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL W " Nw~ �O MEMBER IF GABLE END c � u NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN, SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH -C . • a .a a .. a q .. 4' ° a, -I I I_I I I —III— I ° M° III —III —III I I ° a 4 --.I 1III IIIIII IIIIII a:a III —III d ° . Sd NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK, SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE op T o z (3) # 5 REBAR ON 3" CHAIR '1 4" 1 V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION, S6 c�1t C'V "o y Z O W f0 C.0 N C _ to o eV s N di C7 Gi ✓ CV N d E c Cs- Q d ca •3 cc s = m � 5 t= m fA a� C a+ � a. v n pp � �p6 F }.,'0 S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and se11a`l. 1 All NO � N 8. N � .2 W N q C? V% N V LL S-d ® C LL ui .'k., A. r� f6 LL 6L' d J �y*ax M W = w o 5 � C _o W 7 O 0 r0 2 r, m w f Co N O N C'Z J F f O C) Cn Fix " W ❑ ❑ M � N M o � o a_ r M V V) (D C2 Q1 o 4--Jc - oWo � N �U') � U) v 6 651 �® � O 6 U I 4 ' o N on=0 Q N 0I d W M Q U_ (S E zo g 0 >M < N Q p E= V o wz zQ oa co O E W K �U U Q co .2°� L o wg� � z = M > Q� = U wg m OZ � J �w o< �z z Jo o< a �w o Q �o ola UU 3 N O >M 0 °' rn m m 0 L_ r11_ (ID Ln s— co m N Ln � O 75 '0 `fir N Cri Ln N < LL m f6 .T. M T- 7 LO o M C a U ¢ p JOB NO : 23-06118 SCALE : AS NOTED SHEET NO. S6 (MONO) 3 w I r 0 J m ilt C) `v cn� 0 0 J 00 0 I N N LO 0 LO i L N a CN M O d N E S `v J i 0 0 0 v t� PO 0 Lo 0 0 C1 O4 v7 LO 0 0 W Q m o co SCALE: 2' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 61. 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS I1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: -2 = 1' 0" VVHLL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN-"' AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT 77 4RS IN WALL 2x12 SYPBBEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C 2x6 SYP JDESTURE P LACH ALL COMP 0,1 SYP BLOCKING STAIRTO CONC.FOR STRAP2x4 PT NOTCHED INTO STRINGER TAPCONS @ MA AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND AT STRINGER CONTACT POINTS \ NAILS) OF STAIR TO CONC. W/a' X \ NAILED TO STRINGER / / / 2 4' TAPCONS @MAX. 32" O.C. / (I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 6'0 / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G . 1 SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A135 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUEX7 (14) 10d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) CTION VIEW "D" SCALE: 1" = 1'-0" /-73" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS �7 J 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "Ell 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER J� FOR DRYWALL SPACING H E SECTION VIEW SCALE: 7' = 1'-0" SCALE: 1" = 1'-0" 3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER 2" EDGE GOLD OSB OR PLYWOOD OR 1 a'X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" CONN. TO BOTT OF NEWEL POST PER CONTRACT F-1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. :L POST LET INTO !LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING F SECTION VIEW SCALE: 2" " = 1'-0 STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT _TO )ISTS) NAILED AND TOP PLATE ITO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" fi N N � 1` � W fl. o Z eaa w `%j 0-- N R O N �o�m a� 'd or..aQ d o ee � o Z SE o� S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. g W vi W W Q 6,4L V E U OOD C CO r N N M VJNC-,� %k 7 a R J C W J L- W LL rl ? ' -j r m o z 5 k� W 0 5 1 N �C og�rn �y .. W 'Z xi^LL rn ap N O Q ch a Z 04 Q x O OU 0 U) ., N 0 � o W co (D O � r I ^V)' N z U o W +-+ � L.0 0 c� �N ,,., g � w ZD w. U) LLP J R U ) ° Q N o co z w M M J � � � z Z � LL- ce E Zo o0 >N a � E ® wz oa 23 ¢ a 0 Q 2 z �z � <o z m� o0 mc v J oo �� az w �z g0 cn T 0< w� az 0. _ aJ w < � � ;0 o c� a v 5- N O i M J Orn �a c9 r T u , /� Cr v (n .2 0 m N = LO �i 4It _ N .fl r O LO N Q (� Lo 6 m w 3 M T iii L0 o Z Z E T U) c a E 0 a bi Q p � JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. ST i I ri..l 1,1, 'I:: iill, 11 All i, i.i,i ii n 7 I fi d:J"u I U. T I I — ---TIF--7- 3 W I C> 0 m r- O N 0 Cr 0 -0 0 J Co 0 I rn N 0 L0 i v 0 a 0 a r14 0 E F2 E O J 0 .o 0 v t7 LID O u7 0 0 M O LO v 0 0 z z w m v cn 1x4 1/2" DRYWALL DOOR JAMB (REFER ix4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. C 1 X 4 r" 1x4 P.T. 3/16" 0 X I— FURRING 3-1/4" LONG X 3/16">D a L FURRING 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/MIN. 2 EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" @ TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"0' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW—� ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK Z-0" SECTION A -A 8" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) y4 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 RER (TYP,) STD. 90' HOOK (1 v , , - I � - - �/[ +5A NOTCH WEB AT FIRST 2 COURSI ' "" .. CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2 WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) — 8d NAILS JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4'Y? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6'-0" , OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * SEALANT I=� I I .111 111 I= PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ° —TI—T �I=ITI 1 -r '•'= � — I- -I I 1Tf_ 1T PRESS PANEL REINFORCING INTO PLACE. ''- - 6" MIN. LAP SPLICE W/1- — — - * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL —III—T— — — SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT XX GRADE T- FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP n — I - G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c� ° p REMAIN FREE OF MORTAR. NOTE: Cl) z_ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.01 J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS R o fHE S �► FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) #5 REBAR (TYP,) 440 SIC TD. 90-HOOK (TYP.) SCALE: N.T.S. ALUM DRIP EDGE i— 2x SUB FASCIA �— CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT S FO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS 71'-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2x0 + cF/vo + + + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'4") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS QPP CNGFT M amn SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,Y - 1 Z 0 U) 2 U_ 0 W U U @ FIRST COURSE 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3!4" PLYWOOD DECKING GLUED NAILEDAND COMMON 6" O.0 EDGES AND 12" O CFIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,-2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT n ° FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN ° ° RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-011 W #5 BAR ° IV p 10" s P e 4 CENTERED W/ p .:' ° • . °n • ' •. 9 IN TOP o • a KNOCKOUT / N CHAIR BLOCK --R MONO FOOTING p SIZE AND REINF. PER PLAN °• . AND SECTION DETAILS CLEAN FILL DIRT 6 z °• ° STANDARD o s 99 HOOK N #5 BAR IN FILLED CELL, 'I, , Sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. srs c.� ca o T` = N LW O W m � x v; N6/ O Q !V � 2 m 6�t 0 a >a d d .� N C A c � o t •oWs I� rD Zz ` -Z To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �e it" A o f 0 'a, N ;,.2q f 11: ! J C LL ^�ILL "M1 W Z -O a- Y m c _ z W. O 7 Co W Z coC- m J °O °GMZ < N O U < c� :r W ao Z N t+l 0 0 Z N � o � CL v� z c� o Cz (10 U0 w w 1— co U w � E ; 8 (� =O y � Co W - l Q v 0 ®® m o10 w U_ r z a IL 6E =o oo< zo E p @ U wz z© oa r— ra o o ¢ 0 o o . z✓ wp Xz XW ra ¢= mo om z <w 5- 3: 2< z 5U W cn o � <0 ¢p az =G m � aLL �- �3 w o <r 0 ;o a , 0 3 N O M J °' m LO T T LO �\ Q co T v+�J C° _ L0 OCD m 0 C) L0 CV Q NT T U') a� E M ` LO o Z CU Z O E t_ to W cc d U Q 75 p c JOB NO : 23-06118 SCALE : AS NOTED SHEET NO. SS a T r iI - lrt- o, 3 W I 0 m N v 0 Q J ED 0 I i N LO O Ln Cr v C 0 Q 01 Q r4 2-1 i a v E O CL J 0 0 U J L� N 0 0 6 a N 0 LO 45 16 0 0 Z W 8E m v CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS VV/ G-IVu `W LflVll IFNU,J,..7 VVLU TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - ° CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -/-WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" . . - (2) #5's CONT. T&B w/ 411 #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE V-4" PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2'1 , w 4" z U PORCH SLAB SEE N FOUNDATION PLAN iw U) 2 z LU (2) #5's CONT. T&BLli W/ #3 STIRRUPS AT iv z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR sk GARAGE SLAB 1'-411 SEE PLAN LARGE STEP DOWN �17 SCALE: N.T.S. SCALE: N.T.S. 3 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD icu �7A TRUSS ES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. HIP G.T WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE -� PLAN EXTEND SLAB 1 1/2" -- (2) #5's CONT. T&B w/ 411 #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN - - EXCEEDS 30" _ - RADE V-4" ENTRY PORCH SILL �14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY z O Q w J w w w co INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED I ' MASONRY KN COURSES w/ W/ (1) #5 CON T ASONRY ABOVE MASONRY TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5 . FILLED CELL VERTICAL EACH SPAN MAX 6-8" CORNER FILLED I I MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY �4 -- . • - 8"-- SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN - _ (2) #5's CONT T&B w/ °' z CONTRACTOR TO INSTALL SEE CUT • ' "' MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON HUC410 w/ (14) SEE PLAN 16d INTO HEADER & (6) FOR CANT. 10d INTO BEAM - SEE ---�-- ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE —7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/ON PLANM OPTION B CONNECTION INFO OPTION C EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR _XX SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT �� SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR - COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR o TOP EAM IV SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. BM. SPLICE OVER CL CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. r. 1 1. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. ' - - RUSS/ TOP WALL EE PLAN / 2" 7 CDX PLYWOOD OR 16n O.S.B. N MIN. (2) 2x$ #2 SYP j SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS 4 ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ %$" EPDXY ANCHOR OR 2„ J-BOLT OR %2" TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS SEE PLAN FOR OPT. ° ° ° STAIR INFO. IF CONCRETE STAIRS ° FORMED & POURED ° MAIN HOUSE ° ° d SLAB W/ (1) #5 EACH STEP e Q ° (2) #5's CONT. T&B a w/ #3 STIRRUPS AT 4 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE OR `� z T G ° v 4 9. LOWER SLAB Cto SEE PLAN ° V-4" SECTION GARAGE MONO 21 SCALE: N.T.S. c� C r.m d� =- g o --amx N w ® J Q N � d CV � : s 3 9 U d i N C L N r= S_1 o a. vo4 yRtivm SSE^ r�,fq �f r Skk� �f x f `' up _ 4 art up ,A_ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. '1411100 0 W E O U ,01.ap O N p r t 3 vi Qj J M V -, � u' Q = @ ti J_ a M a rn a L @ O 'r ¢ W ] Mr- td Z N tiZ d Z N O U U O N cn og Z N z o � e a M V1 v 0 o 4-1 O —� w Co v y s L E d U o N a 00 d �® Q N O w M z ¢ Z M G O � 2 J t1 E 2 Z o :? p o� z® E U oa i— r6 g 00 U �E z¢grr c�0 az az wo L Q Z m 0 vo 3a o0 z m .2 aw Z ci Sa go a o QCIO o IIIIIIIIII� J Z = F o <a >, a v is °3 `O = 0 > Crn d' c� (0 LO LO T a 07 co (n � N Ln ate.+ C0 = > Ill - CO O � T O L0 N Q r LO E w M o L Z Z T ( co_ a c0 16 _ Q o JOB NO : 23-06118 SCALE : AS NOTED co SHEET NO. D1 (MONO) CONTRACTOR TO INSTALL SEE CUT • ' "' MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON HUC410 w/ (14) SEE PLAN 16d INTO HEADER & (6) FOR CANT. 10d INTO BEAM - SEE ---�-- ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE —7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/ON PLANM OPTION B CONNECTION INFO OPTION C EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR _XX SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT �� SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR - COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR o TOP EAM IV SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. BM. SPLICE OVER CL CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. r. 1 1. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. ' - - RUSS/ TOP WALL EE PLAN / 2" 7 CDX PLYWOOD OR 16n O.S.B. N MIN. (2) 2x$ #2 SYP j SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS 4 ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ %$" EPDXY ANCHOR OR 2„ J-BOLT OR %2" TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS SEE PLAN FOR OPT. ° ° ° STAIR INFO. IF CONCRETE STAIRS ° FORMED & POURED ° MAIN HOUSE ° ° d SLAB W/ (1) #5 EACH STEP e Q ° (2) #5's CONT. T&B a w/ #3 STIRRUPS AT 4 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE OR `� z T G ° v 4 9. LOWER SLAB Cto SEE PLAN ° V-4" SECTION GARAGE MONO 21 SCALE: N.T.S. c� C r.m d� =- g o --amx N w ® J Q N � d CV � : s 3 9 U d i N C L N r= S_1 o a. vo4 yRtivm SSE^ r�,fq �f r Skk� �f x f `' up _ 4 art up ,A_ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. '1411100 0 W E O U ,01.ap O N p r t 3 vi Qj J M V -, � u' Q = @ ti J_ a M a rn a L @ O 'r ¢ W ] Mr- td Z N tiZ d Z N O U U O N cn og Z N z o � e a M V1 v 0 o 4-1 O —� w Co v y s L E d U o N a 00 d �® Q N O w M z ¢ Z M G O � 2 J t1 E 2 Z o :? p o� z® E U oa i— r6 g 00 U �E z¢grr c�0 az az wo L Q Z m 0 vo 3a o0 z m .2 aw Z ci Sa go a o QCIO o IIIIIIIIII� J Z = F o <a >, a v is °3 `O = 0 > Crn d' c� (0 LO LO T a 07 co (n � N Ln ate.+ C0 = > Ill - CO O � T O L0 N Q r LO E w M o L Z Z T ( co_ a c0 16 _ Q o JOB NO : 23-06118 SCALE : AS NOTED co SHEET NO. D1 (MONO) OPTION A SCHEDULDE/ON PLANM OPTION B CONNECTION INFO OPTION C EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR _XX SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT �� SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR - COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR o TOP EAM IV SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. BM. SPLICE OVER CL CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. r. 1 1. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. ' - - RUSS/ TOP WALL EE PLAN / 2" 7 CDX PLYWOOD OR 16n O.S.B. N MIN. (2) 2x$ #2 SYP j SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS 4 ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ %$" EPDXY ANCHOR OR 2„ J-BOLT OR %2" TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS SEE PLAN FOR OPT. ° ° ° STAIR INFO. IF CONCRETE STAIRS ° FORMED & POURED ° MAIN HOUSE ° ° d SLAB W/ (1) #5 EACH STEP e Q ° (2) #5's CONT. T&B a w/ #3 STIRRUPS AT 4 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE OR `� z T G ° v 4 9. LOWER SLAB Cto SEE PLAN ° V-4" SECTION GARAGE MONO 21 SCALE: N.T.S. c� C r.m d� =- g o --amx N w ® J Q N � d CV � : s 3 9 U d i N C L N r= S_1 o a. vo4 yRtivm SSE^ r�,fq �f r Skk� �f x f `' up _ 4 art up ,A_ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. '1411100 0 W E O U ,01.ap O N p r t 3 vi Qj J M V -, � u' Q = @ ti J_ a M a rn a L @ O 'r ¢ W ] Mr- td Z N tiZ d Z N O U U O N cn og Z N z o � e a M V1 v 0 o 4-1 O —� w Co v y s L E d U o N a 00 d �® Q N O w M z ¢ Z M G O � 2 J t1 E 2 Z o :? p o� z® E U oa i— r6 g 00 U �E z¢grr c�0 az az wo L Q Z m 0 vo 3a o0 z m .2 aw Z ci Sa go a o QCIO o IIIIIIIIII� J Z = F o <a >, a v is °3 `O = 0 > Crn d' c� (0 LO LO T a 07 co (n � N Ln ate.+ C0 = > Ill - CO O � T O L0 N Q r LO E w M o L Z Z T ( co_ a c0 16 _ Q o JOB NO : 23-06118 SCALE : AS NOTED co SHEET NO. D1 (MONO) COMMON BM. TO POST ATTACHMENT �� SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR - COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR o TOP EAM IV SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. BM. SPLICE OVER CL CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. r. 1 1. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. ' - - RUSS/ TOP WALL EE PLAN / 2" 7 CDX PLYWOOD OR 16n O.S.B. N MIN. (2) 2x$ #2 SYP j SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS 4 ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ %$" EPDXY ANCHOR OR 2„ J-BOLT OR %2" TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS SEE PLAN FOR OPT. ° ° ° STAIR INFO. IF CONCRETE STAIRS ° FORMED & POURED ° MAIN HOUSE ° ° d SLAB W/ (1) #5 EACH STEP e Q ° (2) #5's CONT. T&B a w/ #3 STIRRUPS AT 4 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE OR `� z T G ° v 4 9. LOWER SLAB Cto SEE PLAN ° V-4" SECTION GARAGE MONO 21 SCALE: N.T.S. c� C r.m d� =- g o --amx N w ® J Q N � d CV � : s 3 9 U d i N C L N r= S_1 o a. vo4 yRtivm SSE^ r�,fq �f r Skk� �f x f `' up _ 4 art up ,A_ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. '1411100 0 W E O U ,01.ap O N p r t 3 vi Qj J M V -, � u' Q = @ ti J_ a M a rn a L @ O 'r ¢ W ] Mr- td Z N tiZ d Z N O U U O N cn og Z N z o � e a M V1 v 0 o 4-1 O —� w Co v y s L E d U o N a 00 d �® Q N O w M z ¢ Z M G O � 2 J t1 E 2 Z o :? p o� z® E U oa i— r6 g 00 U �E z¢grr c�0 az az wo L Q Z m 0 vo 3a o0 z m .2 aw Z ci Sa go a o QCIO o IIIIIIIIII� J Z = F o <a >, a v is °3 `O = 0 > Crn d' c� (0 LO LO T a 07 co (n � N Ln ate.+ C0 = > Ill - CO O � T O L0 N Q r LO E w M o L Z Z T ( co_ a c0 16 _ Q o JOB NO : 23-06118 SCALE : AS NOTED co SHEET NO. D1 (MONO) I I I I — — — — — — — — — — — — — — (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTEREC ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD AO SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS Ty P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d .1 NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE j PRE-ENGINEERED OF SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C H B ��rl C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 UJ EWALL OR BEAM WALL) AT EACH STUD AT HEADER / 14 JAMB CONDITION OR IF BUILT-UP x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 2 x 4 #2 SPF STUDS g INTERIOR HEADER O AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. I I SEE PLAN EXTERIOR HEADERS E F TYP F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 w/ (6) 1 Old x 1 1/2" EACH SIDE g" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING —\ (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, B A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 112" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK ��`:% l FLOOR DECK W/ 10d NAILS @ 8"o.c. \ FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL �A BELOW AND ALT. BLOCKING INFO 0 A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE Q 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). `. IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL --------.NAILING SCHEDULE \ FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. no SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD \ PACK W/ 10d NAILS ` (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, ' A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" `. TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] �o SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER USS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. I AREA (TYP.) SEE PLAN FOR I COL. SIZE �I�NAILING (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER I� (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" . . A<�rF�82x4r TOP SPLICE PROVIDE 2x4 ON TOP OF 2x8 TO ' BLOCK OUT TOP Ile PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND DOUBLE AGAINST 2x8 01 2x8 TOP STUDS PLATE 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT% DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 1 SYP U.N.O. 2xCONT. T&B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. I BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ° ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAILS (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END I (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR g SCALE: N.T.S. P e� P_ � W f0 C N _ m x tV s �, d o J Q r.+ CV � 3 _3 W a to C'2' 'W'd �dcc N � � 0 0 a. W 0 1 i 3 i i illllll� S,��,��i!>��H ��� :G b LID zz F L O �d✓�����OFESSIO"' g�x~ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F W bi a o O N 0 v O o c0 N N W N # t f%i rq n h - S Q N O C J LL LL W LL CL C7 W O O W Z �n O'r-O ��Qj6� m w 00 [ J N Vy 0 iai U o WCD ❑ ❑ M z N (h o� z Q � a J N ^' z /h C W1 ' CD o LL T t'6 Cn w U O cn w o Ulm E s 8 �t Uo Q N O! -® o w M M J m O Z � L.L zo �� }N <� Q o E U o� z Z© on F-O U Up � U O E to H g �� m C C azmo �m�z oY o iw << �Z Z go W � w N M,- m <0 az 3 a J w< r ;o a N O >M m 0 co LO T T— LO 07 >+ T U) 04 m O o LO N <C LO m Z' L Z f0 Z 7 E r M y `m a E c0 _j Q o JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. D2 -- -- - -11 .I -1 F_ - I_ -. _ - — - � I -fI I III i. � �,..uei 1,1� j I i,,,tcr..i a4�1,111ai,h ,., au.. i , r- ram— i i i I I I --_, 3 J w I C'4 i _ J m 0 CV FD 0 cn� 0 Q J io 0 I CV to C� 1.0 0 �t- L v L� 0 i N CD a In CID E 0 `v J i d 0 :a 0 a� LZ M O LO O 0 0 N 0 L 8 v 0 0 Z Q Z w Q a m 0 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU -MASONRY BLOCK EXTREME WINDOW FASTENER 1)SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT ^' ^ "" WEATHER ✓E BARRIER & ;ARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO' BOTroi PI AN(_r SELF -ADHERED FLASHING HALF ROUND WINDOW rvlonu�� SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as Rinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN a WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -11 OVER RIM JOIST AND UP WALL BY 6 IN, WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIST UNDER DECKING ED FLASHING (SEE DETAIL WP07) E0 LASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOORAND RETURN AN UP JAMB 6". USE LIQUID NAIL BRD OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 0 \ e 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) ' SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM Q V-4" PER PLAN V-0" PER PLAN LOPE SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Z g � a a. a LU = w U W Lu = Iz Lu W O In I�Zib]�:ii1�Ze77[i77�IIlf�re7 WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other a roved water -resistive barrier shall be a lied over studs or sheathin of all exterior walls No 15 as halt felt shall be a lied pP pp 9 p pp horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZJIM substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FFLASHING, SEE FLASHING SEE LANGED WINDOW FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings Ar- 5 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. Z0 INSIDE CORNER �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAM/DMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. =LF-ADHERED FLASHING ITCH HERED FLASHING 1 2 4 I5 L a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE II 1 PLASTER STOP THIS NATU DO NI CONTINUOUS BACKER ROD & SEALANT DRIP ACCE A SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - -- BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB% PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N� N w aC o cowN lt !2 m c y N s = ar w D r cr CJ 3 eo 3 •aI, U 69 c � 12 M Oco CV O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. jam= B v E a O 03 M v ' o (0 2 - a N N N 'M I w U.) (O rff \ C J LL L-2 w In hI r. Z 13 55 w - a a m c q 2 �i W s m a z � f0N (O 10 °' W 4IL U) cp m o N a w _z ' 1 N M Q x O b U ¢ U W El 0 M N M o i? N Q -1 CL WLn z a CD ,v�l LL 'per• T Cn o .� U O -0, V) o L� N� w. (') 10 LU E o I U o N OD Y N O 04IM, o w M J N ¢ o� z Z a � LL E h zo o ZR < o @ U oLL z Zo oa E o Do °a ZL co o w< ow w z C!i ra O ¢z �` O U mO oLL z m J Nm ¢ F aw 2 3 S z z n W wLL ao az m all - �3 _0 5;w� <_ ;o M `*1 8, a ¢ U5 >M 0 m m CIO 0 M Ln T r LO Q :,I Cc r U O U) m N = 4_0 = h N C)) r O LO N Q LO m 2 r_` CV)o i6 LID Z Z E T- m n E U Q p JOB NO : 23-06118 SCALE : AS NOTED SHEET NO. WP1 1-1 IA1111 I .11:I II! -IIlm:mmfli.d➢ll..,l ..III I,; c11'. 1.,:.. -I I -II II IT- r I Mounting Brackets (lip Gauglel 4-1>2e x 4-1 ?2' x 2-12" See! Anchor Schedule 1 V'Sl0r7 Wash,-n ! SeWLocking Nuts back Cross Support (May be Lilt to IWl Right bracket (1613auge) ' 0145elf-€Drilling SCrevW5 A/[ l it Botturn Edge • Fiurr carte Mrap (Tyner -a ; 3 in front) Front Cross Suppcwt (May beCtat LOW) Left Bracket (%Gaut � #145elf-Drlitng SUtINS 117U Brackets Back Cross Support Into AIC Unit Bctttorn Side (i'ypric* 3 each side for hurricane use) b�s�:ctic arvr Lr4iun tnsrrlszlitals asc F"-dxvl 1.-trls curl, Hsusai:aai. A- Rr+`y teat € adiatet -%,A 'tJmW%rig a,ss b npnn req eeit i base wa APPtr) Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards 12J152D21 Product Approval Application Detail ,. P - T i S: x z� �- rYr✓ z .; i STr YaF" ,:: ,,_ �+,apYv -., .j,• aw� 'e ,. ,:.: +m.^.. .,.5 ., code ti ar Data Data Dale Per ling ate Version Manufacturer Coruao Engineer&LI-1a. Validated av Validated awmlped FBC ApprovalAli Status Affirmation 2020 Smart Vent Products, Ine. Micheal Grehem Hermes F. Ncrero P.E Lochs Bowden P.E. 1211612020 12/162020 122&2020 Approred Category: Snmdaal Components (877) 441-8366 PE-73778 (334)300-1800 SuhCategory: Producs Introduced ass Result of Info@smadventeom Naw Tecnneegy Compliance Method: Evaluelicr, Report from a Florida Registered Architect are Licensed Florida Professional Engineer PL#5M-RS Products Quality Assurance Approved for Use Approved for Use Impact Design Sep# PrgtluM Mader. Numbers l9anw Product Oascrlotlan CaMrad Explra[ign Data In HVHZ outside HVHZ lie%Istant f ssurg 1 smadvene Modal #1s4o-s10 Dual FunMim Fimd and venhlarpn vent 12r31nd23 yes Yea NIA .l ooc too 2 SmadVent Model #1540.511 Dual Funutlm Flood and Ventilat on Vent 12131Y2023 Yes Yes NIA +10D/-.100 3 SmartVenl Model#15400.520 Insulated Flood Vent 121312023 Yes Yes NIA +10D/-100 4 Sma Went Model#1540.521 InsWaled FI..d Vent 12131/2 p23 Yes Yes NIA 4106F1 so 5 SmadVent Madelt1540-524 16&qud; Gaage Door Flood Vent 12fJ12023 Yas Yes NIA WA 6 SmartVenl Madel#1540. 70 Wood Wall lnsulet.el Flood Vent 121312023 Yes Yes NIA +10D1-100 - SmartVent Model#154 V,l 14.S&qud: Garage Door Flood Vent 12/3112023 Yes. Yes NIA N!A Code Lap_. version Manufacturer Ravel- 2020 Drexel Metals. Inc. Category: Roofing Subcategory: Metal Roofing Compliance Method: E,,aluationRepon from a Florid. R g stered FvchBepl dra Licensed Florida Prefer s loner Engineer FW7873-R6. Products. See # PoduM Model. Nm umber or Nae i @exel Metal I,. fing Systems Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Eatityo Contact Enter- &License Validated Sv Jason Shumate Zachary R. Pnest Locke Borlden P.E. i507i 303-1511 PE-74021 0341 300-1800 isnumeto@drexmeteom Pays 1 vri InVi021 Dal. Data Data Pending Validated Sirtamitted FBC Approval Aomoved Status 06/10/2020 08MW2020 08202020 101132020 Apprwad QualKw Assurancs Apyoyetl for Use Approved for qs9 Im act Daelpn Product Describtlon Coldrad Exolruilon Date In HVHZ Outside HVHZ Reastant Pressure DMG 10014S, OMC 1508S, DMC 175S, DMC 2006, 12/312025 Yes No NA 'W-180 DMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 d4 3re2o _.'d" $ { �,, -'.'"'-"w "=w iyC f t §: 3 6 "' ;, •,�,,��-, ,, ,.-'�yr - *A%�` ,i"wv. 5K e ..a', by 4 .T .�. �a tv d o f Endow Doe Dade Data Pendlm ,palls Type Version Manufacturer Contact Engineer A License Validated By aVlilated Submitted FBCAgmroval Aoomwd Status Revision 3020 Therma-Tru Corporation Steve Jasperscn Lyndon F. Schmidt. RE_ Ryan J. rl rig, P.E. 04/15(2021 12131/2020 a4222021 06N812021 Approved Category: Exterior Doors 000)BQ-7628 PE-43409 (813r 767-6555 SubCalegory. Swinging Exterior Door Assemblies sjaspersonglithemetru.c Compllands Method: Evaluation Report frm oa om Florida Registered A.chrecror a Used Florida Professional Engineer FL42046&-R6 Products Quality Assurance Aooroved for Use Aooraveel for ties Impact Design Sea # RoduM Model. Numher or Name pro.et Description Contract Ex p radon Date in HVIII outside HVHZ Resistant Pressure 1 e.Therma-Try Fiber-Classicand Smooth -Star Mammal 6&#39:88quct Inpad8qud; Opaque 12l312626 No Yes Yes NIA Composite Edge Fiberglass Single Dom (InswinglOutswin0: X con)gurationl 2 It. Therma-Tru Fbo-Classic and Smooth -Star Nominal 6&#39;6 &pact lmpaet&quaL Opaque 12131202E No Yes Yes NIA Conposlts Edge Ftmoms Single Do a v. h Side6letsl (InswinglOutswing: XO. OX or OXO configurations) 3 c. Thcrma-TN Fiber -Classic and Smooth -Sear Nominal 6039:6 6quotlmpact8quoL Opaque 12/312020 No Yes Yes WA Composite Edge Fslergtass Double Door with or vrithwt Sidelites (lnswingfQ At ing; XX or OXXO Configurations) 4 . Therma Tru ilb-Classi. and Smmth-SI r tl F e 9 Nominal 8&#30'0& not lm d& d:0 Opaque q Pa qu .. p q 12131202E No Yes Yes NIA Coin osne Edge Fiberglass single Door R 9 9 g (inswing/Outsaleg;X 5guraion) 5 a. Therma Tru Fiber -Classic and Smooth -Star Nominal 8&#39 p &qud Impad&quot opaque IMII2026 No Yes Yes. NIA Composite Edge Fiberglass Single Doprwlth 5delite(s) iusw ngl0uts W1ng: XO. OX or OXO configurations) 6 f. Therma-Tin Fiber -Classic and Sermon -Star Nuninal 88#39:0&quol;impad&qud_ Opaque 12r312026 No Yes Yes NIA Campsite Edge Fiberglass Double Doawith or v!ithout Rdatites Onaori;l utsning: XX or OXXD configumtionsi g-Therma-Tru Fiber-CI-94, and SmmlhStar leminat 68#39:8&quat:hnpad&qut; Glazed 12/312026 No Yes Yes NIA Composite Edge Fiberglass Single Door (MswinglOuts4lns: X cm59uretipn) a h. Thera -Try Fiber -Classic rd SmorthSter Nominal 6&#39.8 &qud hnpad&quot Glazed 12/31/2026 No Yes Yes WA Cgmposite Edge Fiberglass Single Do-oth Sidelle(s) (I newIngputswing: XO. OX or OXO ca,fig.ratIona! 9 i. Therma-Tru Fiber -Classic and SmoonStar Nominal 68#39 8&qud'Imp&et&quot' Glazed 12r312026 No Yes Yes WA Composite Edge F11,argla,s Double Ooolth or v4tho t Sidelites 0-inwo t sing; XX or CXXO configurations) 10 ITherma-Tru Fiber-Classle and SmoomSter Nominal 8&#39.0 &quo, I pact&quot Glazed 12f312(326 Me Yes Yes WA Composite Edge Fiberglass Single Door (Inswing/Outsw'ing iX confgrisew r) 11 R. Therma-Tru Fiber -Classic and Smooth -Star Norri 8&439;0 &quol;lmpact&qud; Glared =12026 No Yes Yes NIA Composite. Edge Fiberglass Single Doornith smallais) Ihna.ngroulsung XO'. OX or QXO configurnl ors, 12 I.Therma-Tru Fiber-Cl,s cantl SmoURSter Nominal 88#390&qud lmpac[&1Nd: Glazed 12/312026 No Yes Yes N/A Composite Edge Fiberglass Double Door with or without Sidellees (Inami g/Outs ving, XXor OXXO cofguratlone) 13 T n o A m. henna Tru Fiber-CWssin a tl Sm tl Slar 1 1 026 Nominal 6&#39 $ & d Im eel& d Glazed 2f3 2 W P W R. Yes Yes NIA Molded en a Fiberglass OR Composite Do Erb 9. Single Doordns hgrOutsymg Xcanrtgamhon) 14 n. Therma Tru Fiber Classic and Snnee Star Nmtlnsl 68#39,e 8qud Impact8quot Glazed 12f3112026 No Yes Yes N/A Molded Open Composite Etlge Rbergle'a single Door with Glazed Molded Open Sidelitaia) (Inswing/Outa.mg; XO, OX rr OXO cmlguadons) 15 a. Thera-Tru Fiber -Classic and Smooth -Star Nominal 6&#39:8 &qud;Impact&quota Glazetl JnJ2026 No Yes Yes NIA Molded Open Composite Edge Fiberglass Double Door th orwithout Glazed Mottled Open Sidelites (InswinglOuts •ing: XX or=0 configurations) ' 16 p. Thera Tru Fiber -Classic and Smoolh-Star Nominal 6&#39;8 &quct:iMpacl&gUat: Opaque IW31/2026 No Yes Yes NIA Composite Edge Flbergia ingle Doorwith Molded Open Sideltals) (InsW, gK)utseing; XO. OX or OXO corfigu alionsi 17 q. Thetma-Tru Fiber -Classic and Smoalh-Star Nominal 6&#39 8 &qud;lmpacl&quDt Opaque 12/312026 No Yes Yas N/A Composite Edge Fiberglass Double D-wlm or Mile, I Glazed Mooed Open Sidelites Iltr wingfoutsvring; XX or OXXO configurations) Florida Department of Business & Professional Regulation Pagel at Building Codes and Standards 16/2021 Product Approval Application Detail Coe Entity or Date Daze Date pending Date Tvoa Version Manufacturer Contact Etrma,&Liwnsa Validated 8e Valitlatad Submitted FBC Aoomval Avbrowd Stairs Revision 2020 POT Industries Jens Rosgwsli Miami -Dade BCCO-CER Miami -Dade BCCO -VAL 11/192020 102S2020 11242020 Approved Category. Exteri.rpo., (941) 486-0100 (78e) 315-2590 3ubCalagrery: Sliding Exterior Doo Assemblies jr-shitipgtindusbiss.0 Cempibnce Mehod: Certification Mad, or Listing Om FL#251-R33 Pr ducts Quality Assurance ALP"'ed for Use Aooroved nor Use Impact pesian See41 Rotlud Model, Number4r Nerve Produce 0...nWlan Contract Explratial flats In HVHZ Outside HVHZ Raeletatd Pressure a SOD-55FO iLarge Missile Impact) Vn11 Sliding Glass Door 04f142021 Yes Yes Yes WA March 6, 2023 ICT APPr'"VAL SPECIFICATION SHEET(2023) PRODU _. . r%%J tie a rove numbers on the building components listed below if As required by Florida Statute 553.842 and Florida Administrative Code 96-72T please provide the informs n and approval n m b r � p they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. date 1. EXTERIOR DOORS IThenn A. SWINGING aTru Fiber -Classic andSmooth-Star (NON -IMPACT) FL204 1.1 +67.0/- 7. psf 12/ 11202 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL204 3 + 7..01- 7.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/ 0.0 psf 12/31120 6 B. SLIDING MI Windows and Dogs Series 420 FL15332,1 - FL15332. 5 +40.01-40.0 psf 12/31/2024 POT Series 5570 NOA 21-0205.03 + 8.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/810018200 #1105 (87 7) FL8248.3 +31r0/-35e0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248,10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/ 200 ##1124 (16 7) FL824& 11 +34.41-38.3 psf 12/3112023 D. METAL LOUVERED DRS Curries Division ofAADG1 Inc 607,:707f727,7471and 847 Single & Pairs of Doors FL1153T1 NIA (see inst sht) 12/31/2025 2. WINDOWS A, SINGLE HUNG MI Windows and Doors Series 185 FL17499r2 +60,0/-60.0 psf 10/812023 POT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35,0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +160.0/-60x0 psf 612212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351A +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/2712023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.01 0.0 psf 4/3/2023 PGT Series 5520 FL243,5 N/A 4/30/2025 Pella Corporation Series 10120 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING games Hardie Building Prod. Cemplank Lap Siding and HardiePiank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 S. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272,2 +75.01-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54,21-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underiayment FL12328 NIA 6129/2023 Plyglass USA, Inc. (for Tile Roof) Plyglass POLYSTICK TU MAX FL5259 NIA 12/2312023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Midge Vents FL16918.1 .e FL16918..4 NIA 9/9/2026 Florida Metal Products, inc gent RV10 FL21580r3 N/A 12/31/2024 Lomanco, Inc DA4 Exlahust Vent FL17202.1 +97.5/®97.5 psf 12/10/2025 E. ROOFING TILES Boni Tile Villa 900 FL7849.27 - FL7849..28 NIA 12/3112025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA: 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS1 DMC 175S, DMC 200Sr DMC 5V FL1767.1 +Q/-180 12/31/2025 5. SHUTTERS A. STORM PANELS L to Products Global Protection Produ Galan ed Steel Storm Panels z FL15076.1 - FL15076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869A NIA 12/31/2023 / 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strang -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 M1Tek Industries/ Inc. Truss Plates FL2197.1 - FL2197.5 NIA 1.2/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVLr PSL1 LSL FL6527.1 - FL6527.5 Ni 10/31/2023 D. MATERIAL Clash -Crete Corp, High Strength Concrete Lintels NOA 20-0630,15 N/A 9/11/2023 Commercial Concrete Products, Inc. tell High Strength Concrete Lintels FL1774 NIA 5/25/2024 tra product approval at Tan review. i understand that at the time of inspection of these products, the following information must be The products listed below did not demonstrate p app p d p p r � available to the inspector on the 'obsitey 1 co of the product approval, 2 I�' 1 1 ) copy p pp t APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Page 1 o13 Building Codes and Standards 11252022 Product Approval Application Detail ��:»� rf ;^T;'Y.��w� _"�''�'�, �'s��-.x�. ; - .fir•.=�4�w �, `� :ts�.,.'�x. .���`�.����� � •�. .�:: �, . .. .R, .,�„ kr. ..f�_�,`-.�-���� ���-. �'�,, .a'k� 4`�z., aFA,,.1 �'st't�.,r, >4����1 Code Entity ar Date Data Date Pend l no Tore Ver3io Manufacturer ac Engineer&License Validated ev Validated Submitted FBC Approval Abnmyed Status Revision 2020 Therma-Tru Corporation Steve Jesperson Lyndon F. Schn idt, P.E. Ryan J. King, P.E. 07123/2020 07/12(2020 C7129/2020 1011312M Approved Category: Exterior Doors (800) 843-7628 PE-43409 (813) 767-6555 SulrCategcry: Swinging Extenw Door Assemblies s)asperson®thermatru.00 Compliance Method: Evaluation Report from a rn Florida Registered Archtect w a Licensed Florida Professional Engineer FMO470-R3 Products Quality Assurance Aooroyedfor Use ADDrovedfor Use Impact D-ion Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 e. Therma-Tru Fber-Cl.ssic and Smooth -Star Nominal 6&#3R8 &quotimpaot&quok Opaque 127312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (Ins g/0 t img X figuration) 2 h. Therma-Tru FbervClassic:and Smooth -Star Nominal 6&#39.8&quotlrnpact&quct Opaque 1nnf2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Doorvwth Sidelites) OnswnglOutsvang; XO, OX or OXO configurations) 3 G Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#398 &quct impact&quot Opaque 121312022 Yes *Y..A CompositeEdge Fiberglass Double Door with or =,without Sldelites (Ir,-IrglOutaAng; XX or OXXOconfigurations) 4 d.Therma-Tru Fiber -Classic and Smbotn Star Nominal 8&#39;08quot;impact&quota Opaque 12/312022 Yes ,YesdComposite Edge Fiberglass Single DooryJ nswinglOutswing; X configuration) p 5 e. Therma-Tru Fiber -Classic and SmoothStr Nominal 8&#39;1)&qu FIrhpot&quot Opque 12)312022 Yes A1.- CompositeEdge FiberglassSingle Doorwth Z f3-It- C") Sidelhe(s) Onswngloutewing: XO, OX or OXO = aO U N configurations) ��r C4 6 f. Thenma-Tru Fiber -Classic and Smooth Star Nominal 8&#39;0&quot;lmpact&quot Opaque 1MI Q022 Yes lt! es N!A'I C= d, Composite Edge Fiberglass Double Dow with or = v without Sidelites Onsving/0utswing; XX or OXXO confg-tins) N O R 7 g.Therma-Tru Fiber -Classic and Snlapth-Star Nominal 6&439;8&quot;lmpsct&quot Glazed 121312022 Yes Yes �, a✓ yV Composits Edge Fiberglass single Door (Inswing/Outswing; X configuration) t3-t Oa 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quot;lmpabt&quot; Glazed 12)3112022 Yes Yes Y r 0 ✓ Composite Edge Fiberglass Single Door with '' t C Sidelita(s) OnswnglCluermng; XO, OX or OXO configurations) LizV - cc 9 i Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#3g;8 &quotlmpaot&quot, Glazed 1213112022 Yes Yes es NLa. aj Composite Edge Fiberglass Double Dow With or gO 04 W = without Sldelites(Insaing/Outa�eing,XXor OXXO � '� C configurations) i 4w ce 10 j, Themes-Tru Fiber -Classic and Smooth -Star Nominal S&#39;0 &quot;lmpact&quota Glazed 121312022 Yes Yes es No. C.' Composite Edge Fiberglass Single Door to 1Q. Onsvnng/Outswing,X onfiguraimirl = E 11 k. Therma-Tru Flber-Clossfe and Smooth -Star Nominal 8&4 39;0 &quot;lmpact&quet Glazed 121312022 Yes. Yes Yes NIA y Composite Edge Fiberglass single Doorwth O. v Sidelb(s) OnswnglCutswing: XO, OXor OXO tin -rifigurahons) 12 I. Therma-Tru Flbeir-Classic and Smooth -Star Nominal 8&#39;0 &quot;lmpact&quot Glazed 12131/2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelitee (Insvine/Outswing; XX or OXXO configurations) 13 m. Therma-Tru Fiber -Classic and SmoothStar Nominal 6&#39;6 &quoktmp lct&quoi; Opaque 12f312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with &quot;Non-ImpacAquct Sidellte{s) (Insvnng/Outowing; XC, OX cr OXO configurations) 14 in Therma-Tru Fiber-Cloasz and Smeoth-star Nominal 6&#39;0 Squotlmpact&gaol; Opaque 12131/2022 Yes Yes Yes N(A Composite Edge Fiberglass Double Doorvii r 8quot;Non-Impact&qu.t Sideliizs(Inswngl0utswi rig; OXXO ggrrfig orphan) 15 o. Therma-Tru Fiber-Clessic and Smooth -Star Nominal 8&#39;0 &quodni pact&quirt Opaque 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Doorwth &quot;Non-Impact&quot; S idelite(s) Ins wn fOutswin XO 0 crOXOconfi urab.ns vn X g g. 9 ) 1 ,Therma-Tru Fi er-C asslc and Smooth -Star Nominal 8&#39�0 & uotlm ad& uoti opaque 17J312022 Yes Yas Yes NIA 6 p 4 iq . P bl Composite Edge Fiberglass Double Door Stith &quat;Non-Impact&quot; Sidelites (I nimMng/Outsvu ng; OXXO configuration) 17 q.Therma-Tru Fi bar -Classic and Smcoib-Star Nominal 6&#39;0&quot;Non-Imp.ct&quat: Opaque 121312022 Yes Yes No NIA COMPOSI18 Edge Fiberglass Single Door Onswngloutswing; Xconfiguration) 18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39:8 &quotNon-Impact&quot Opaque 1213112022 Yes Yes No N(A Composite Edge Fiberglass Single Door with Sldelte(s) (IrlsMnglOutswng; XO, OX or OXO aanfigurahons) 19 s. Therma-Tru Fiber -Classic and Smoott+Star Nominal 6&#39;B 8quct;Non-Impact&quot Opaque 1213112022 Yes Yes No NIA Composite Edge Fiberglass Double Doorwth or wthout Sldelites (InswlriglOubtmmg; XX or OXXO configurations) 20 t Therma-Tru Fiber -Classic and Smooth Star Nominal 8&#39-.0 &quot;Non-Impact&quota Opaque 1MI12022 Yes Yes No N/A Composite Edge Fiberglass Single Door Onsveng/Oub-ing; X configuration) 21 u.Therma-Tru R(ier-Classic,and Smooth -Star Nominal 8&#350&quot:Non-ImpacMquot Opaque 120 f2022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sidelites) (Inswing/Outswng: XO, OX or OXO ponflouratlons) 22 v. Therm.-Tru Fitter-Olsi.ecand. Smooth -Star Nominal 8&939;0&quopNon-Impacl&quot; Opaque 12/31=22 Yes. Yes No NfA Composite Edge Fiberglass Double Door vAth or Without Sidelites {litswinglOutswing; X( or OXXO Configurations) 23 w.Thetmla-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;8&quottNcn-Impact&quot; Glazed 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door Onswngloutswing Xconfiguration) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&0R6 &quotNon-Impad8quot; Glazed 12t3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sldellte(s) 0nswing/0ut.Wr,g; XO, OX or OXO configurations) 25 y.Therma-Tru Fiber-Cassic and Smooth -Star Nominal 6&#39;8&quotNon-Impact&quot; Glazed 12/'312022 Yes Yes No NIA Composite Edge Fiberglass Double Door Wth or Without Sldelites invedrgl0utswing; XX., OXXO configurations) 26 z Therma-Tru Rb6r-Gaogc and SmoothS72r Nominal B&#39;0&quoCNor1-Impact&quo1; Glazed 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Inswngloutsvirg; Xconfiguration) 27 za. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&N39;08quotNm,Impact&quot Glazed 1213112022 Yas Yes No NIA Composite Edge Fbergi.ss Single Door with Sidelte(s) Onswngl(Dutswang; XO, OXor OXO configurations) 26 A. Therma-Tru Fiber -Classic and Smooth-8tar Nomin'18&#39;08quo0on-Impact&quot Glazed 12131f2022 Yes Yes No NIA Composite Edge Fbergfaw Double Door with or Without Sidelites OnswinglOrrtswing; X(or OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 4f 2 1612021 2021 Code I n0tr or Data Data Date Pendlno gate Tvpa Vwslon Manufaclurvr Contact Enpinaar&Llcanso Validated My Validated! Submitted FBCA-royal Aourovad Status Revision 2020 MI Windows and Doors Brent Sltlinger Luis Roberto Lomas Steven M. Urich, PE 10JUW2020 40/o62020 10f19202(t 121152020 Approved Category: Exterior Dams (717) 365 3300 PE62514 if717)317-8454 subCategory:SliNnD Exterior Doan Assemblies bsitllnge%intirrd.com Compliance Method: Evaluatidl Report from a Florida Registered Architect are Licensed Florida Profs ssimal Engineer 1`1Ak15332-1319 Products Quality 0,sivrampo Aoorovedfor Uso. Allmovsil for Use Impact Daskin See.# Product Model. Number or. Name Product Description Contract Expiration Data In RVHZ Cored, HVHZ Resistant Pressure i SERIES 420ALUMINUM SOD SERIES 420 ALUMINUMSGD OXO 121312024 No Y. No N/A 145-314&gLm:x80&quota NON -REINFORCED 2 SERIES 420ALUMINUM SOD SERIES 420ALUMINLJMSGD OX. XO.XX 12/312024 No Yes No NA 96&qu d;x80&qud; NON -REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGQ REINFORCED OXO 12/312024 No Yes No NIA 145.3/411qud;x96&qud; 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUMSGD REINFORCED OX 12131/2024 No Yes No NiA XO, XX 96&quotx96&quot; 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12I3112024 No Yes No NIA 143&quol;x96&qud: Florida Depanmerlt of Business & Professional Regulation Pagel ore Building Codes and Standards 11912021 Product Approval Application Detail -�'.�nt�5 T5 S 1..:'�, �a ,4 ��#Y �:'a�";,. �"t- �y:a " 't',)"P, yr .' ,�� & -e's�q. E'� L, t it ., . ssa'" r�'�{T..r'- ' "ida4 •-��'zu-��" »,L -,2,y �'' �+/ � ,""=hsr.J§ t Soda EntIN or Use Dig, cat. Pending Date ITV- Version Manufacturer Cantxl Enameer&1.1" e. Validated Bw Valldritelt Submitted FBCAno-I Appr.wd Status Revision 2020 Wayna-Deler, a division of O-Mc.d Door Dwayne Kmnlsh John E. Scales Jeffrey P. Arneson, P.E. 1 D1122020 0929R020 10032020 12/16/2020 Approved Corporation (330)763-6121 PE-51737 (N4)821-5200 Category: Exterior Doors dkomishQ vayneAallm.c SubCatagary: Sectional Exterior Door Assemblies on Camel' am.. Method: Evaluation Report Rom a Pence Registered Archilector a Licensed Florida Professional Engineer F LX8248-R20 Products OualrN Assu Approved for US, Amr,...d for Use Impact DBaran Seq # Product Model. Number or Name aodugt Description Cbmrad Exninatlon Date In HVHZ Outside HVHZ Reslsiarl Pressure 3 8000/810018200 #1105 9&03S: Mexvridth. 14029; Max height. Glazing 12/312023 No Yes Yes +31.00/-35g0 evallable In top or intermediate, sedian 10 8000/810078200#1123 gib 9 16&#39; Max width 14&#39; Max height Glazing 12/312023 No Yas Yes +30.001-33.5 0 avellabk In lop or Intermediate sector I 80001813016200#1124 16&#39: Max width, 149#39: MAX height Glazing 12MI12023 No Yes Yes +34.40f-38.30 available In top or intennedlato section. Florida Department of Business & Professional Regulatlon Building Codes and. Standards Product Approval Application Detail Page 1 at 1l 2021 A - Code Entl� Date Date DoesPeprdino two Was version Manufacturer Coined Enoinser&License Validled By y.Hdalad .StbMitted FBG Aogmval Aoorovetl Status Revtslom ?A2a Curries Division of AADG. Inc. Tom Riney UL LLC Troy Bishop. P.E. 17M 302020 12f012020 1221/2020 Approved Category:ors Extedw Dome (5411 494.2054) 947-0880 Subcategory: Exterior Door Components Icm.rapey@aesaebw.co Compllance Method: C.0111 lgn Mark 9rListing in ELM 15374fla Producf8 Quality Assurance ADmowedfar Use Approved for Use Impact n EMA Produot Modoi Number m Nasee Product Descrmtmn Contract Expinlign Dale In HVHZ Outrider HVHZ Resistant Rmss rre 1 607. 707, 727, 747.757, 777, and 847: Single end Parrs of Flush, Glazed, and Lowered singleand palre or 12GI/2025 Yes Yes Yes NIA Doe's hollon metal doors. Florida Department of Business & Professional Regulation Page.1 af2 Building Codes and Standards s zozl Product Approval Application Detail r "`a' t^ �€' 'y r i a 3 �. T'x r�.� � :�1 � ' 'J'x .; y �'a. '�. `r ':•,'�6 � � �� e:-�t,� q . r _ + :a�� •� a"F: ..;n �, r- t S�v�'rn^`"` code Entity or Data Dale Data Pending Date Tape V-1- Mamdactuar contact Endneer&License validated By ?;alldatetl Submitted FSC Aoomval A-r-d Status Revision 2020 MI Windows and Doors Brent Sltlinger American Archgedural 9tevon M. Urich: PE 11)17/21)20 ti Pf72020 1127/2020 Approved category: Windows t717)361,3300 M.nufactmers:Association ;717)317-8454 Subcategory: Single Hung bslninper@rmilyd.com Compllanea Method: Certilloetion Mat or Listing Q-11hr Assurance Approved for Use Apgraved for Use Imoed Ders uri Seri# Protluct Model. Number or Name Product Description Centraet Exnlratlon Date In HVHZ Outside HVHZ Resistant Pressure 2 185 SH 52x72 Finl9ange Frame IGl$G Single Hung 101062023 No Yes No +60/-60 Laminated Glass a--F N N fA Ca .�. U 9 N (Q O M (� O O O ^^11 W O LL O .Cn E O 2 a. 1 ZL .= W L< 0! 14 Z Z W J E W A `) W Z C_ CO O 0 L' U O 0- ICU W O L w� W Z J Z Q J a. SHEET NO. PA 1.0. t T _11-0 (3) (1) FF = I Florida Department of Business & Professional Regulation Page 6 of 9 Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation Page 1 off Florida Department of Business & Professional Regulation page I of 2 0) —Cu a) _I._' —0 > 0 Building Codes and Standards la5,2922 Building Codes and Standards lFd2fai Building Codes and Standards 1512-921 Building Codes and Standards IG2021 = = 4--i (1) _0 2 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L_ CL = (1) 0 a) 0_ 0 L_ l" � � " � '' �. 11 ',rr I r1r � 11 - I , I code Eni Date Date Date Pend Ing Date "N � "I -1 '_­­­__ i � 'r I = M -0 a- . TVP- V,miw Mamufautuiv Contact Eirmineer-11, License Validated 5 Validated Submitted FEIG Appro�l Approved Status 221111 Mirth, 29-. Data Data pamsfin. P49 col Emitter Data Data Dat. Pending Do code ZxM Vari Manurrialft,nar Cooled Endire.&LI-ars. Dole Date Vale Pending pate Validated Submitted F9CA-­l Ari status . - -if-- a) (D Rdvision 2020 171--Tri. Corporation Stay. Jasper- Lyndon F. Sc1himet. RE Ry.n J. Kh9L RE 1 U0712021 09118QG21 1011 3T2021 120512021 Approved TV a 0 version Manufacturer Contact fieralneer & Upons. Validated By Validated Subarthad F50 Approvel Approwd Status TV- veteran Manufacturer contest Eadre-AL Licams. Validated Submitted F3C A,,,-1 A,x,v. status R.Asion 2(120 ril Windows and D-,s Went Winger Amarcan Andbaectual St-o M. Urich, F-C 11/22J2020 I U22f2020 11r281202O Approved 0) 0 — 17) _L__ Category. aterior Dcore (800) 84:3-762e. PF43409 (i313) 767-6555 Affirri 2020 PrITInduartsa Jans R-add Mlemil 8000 - CER MI-I-D.de SCCO - VAL 11M12D20 I l,r&2020 1111112020 Arnp-d Revision 2020 MI Wndows and Doors Brent Stinger America, Architectural Steven M. UrIch, PE 10101V2020 1010SQ020 IGMW2020 App-sell 385-3300 Subcategory: Swinging F=teridar Door Assemblies sfasderswr@th ermartru— Category: Windic.us ($41) 4613,0100 (766) 315-2690 Category: Windows (T17) 3K-33Da ManuftoturriersAssocivition i7lT)317-8454 Category., Windows Fixed (717) M-1a.Wrars Association f717) 317,8454 to,iffirgargirlo,d-c.. � Compliance Method: &aluetwi Rep-tiroma m Subcategory: Single Hung Jr.wsId@pgtIrdusfirf".v Subcategory HorizondalSfider b,iflIng,n%_imwd.ccm Subcategory: C.entoliams. fillatfi�d; certification Mark or Listing a) -0 0 -0 Florida Registered Architect or a Licensed Florida CoemplUme Maunder: Ce,fifirefi. Main, or using - Compliance Method: Corififidatim Mark or Listing 0 0 - -0 Professional Engineer FLA23i Proluots FL0153S"11 Products FL*15319-Rld Product. = L_ = (D FL020461-R7 Products hours- Acarcreid for Us, Approved to, Use Traded D,ai,e Qualltv Assurance Antar-ol for Us. Approvad for Use Impact aesigai Anorovolifor Use A,,,-d far Us, redact Dealsen 0 — Quality Asti noe Arrvirovediffiartlifie, AppriduadflorUlats Impact Desicifir Sao A Product Model. Number a, Name ,,.Qo,[R� Product Description mract Expiration Cal it, HVIKZ Outside HY lipsgienn't Press- iul Me.. in Data in HVHZ O,ttitd, HVHZ R.9starit Far— sea 0 Product Model, Number or Ma- Product 10-grl Contract Expiration Date In HVIZ Outside HVKZ Resistant Pressure = 0 LL — Beg IT Prod u or Model, Nu m bar or Nam a Product Description Contract Expiration Date in HVMZ Outside HVMZ Resistant Pressure 2 SH9500 ji-erge M,sais lmp�on Vinyl Siogle H.ngWnd.- OV30=25 Yes Yes Yea, NIA I HS 1416 Firr andi'l-g. Firtime 75.62 I ra.l.tad Glass 02AW20241 No Yes No -55f-53 1 iss PW 7�s 72 Inadstad Glasis 0410MG23 No Yes No .60/40 = �� IM I 1 s, Thdrma-Tm Fib-Clas,ab and Sm.crth-Sta, Nominal 6&R39:8 Squott, i mpoettlquot; Opaque 12/3112G22 Composite Edge Fiberglass Single Dow No Yes No NJ�, 4__ (Innawngroutswing: X configuration) Ln -0 2 It. Thsfma-Tru Flber�Claaao and Smooth -Star Nominal SU�9;8 &quot',Nw-Impaot&cIuot: Opaque 12�31/2022 No yes No N)A - E 2- Composite Edge Fiberglass Single Door with (D a) Sidi (InewinglOutswrig: XO, OX or OXO 4" = Cn L_ _1111." CL 3 d. Th-a-Tru I'llb-ClessleArld Sr000rth-St.r _.fi9uati.ms) . Nomin. 16&*39:8 &tfuct,Nw-lantoaci Opaque IV3V2022 No Yes NO NIA . C3 VP. = A-- I !E um) 40— -4-- O_ Fiberglass Composite Edge Double Door with or 4W _= � - = U) < without Sidelites (InswriglOutsWrig: XX w C)= LAJI -0 . - configurations) I 1% I - .= C= 4 d, The -a-% Fib-Cla-c and S.-th-Star Nominal 7&09,0 &qtnnirNw-ImOdact8quot; Opaque 1MV2022 No Yes No N)A 04 OF tj 11J_ — Na 4r,7 Composite Edge Fiberglass single Door X ddtnflgurabon� 5 e, Therrina-Tru Fiber-Classio and Smooffi-Star (InswingrOutsvving; Nominal 784f3T?;0 &qLrotN­-Impadd&q.,dt; Opaque 1213112022 Composte Edge Fiberglass Single Door with No Yes No WA 41.1 _E -0 CIO II = _; >< = LL- C3_ Sidi (IrimmrigiOutiewing: XO. OX or OXO 10) = .- One 4= - � I a f Therma-Tru Fber,­ClasaiG and Smoth-Star config-rwria) Nominal 5&#3S;G&quot;Non­lmpsct8qucJl; Opaque 1D31 t2M No Yes No NIA Florida Department of Business & Professional Regulation P" J .fl Florida Department of Business & Professional Regulation Pass I & I Florida Department of Business & Professional Regulation -"% U) _= C`h4 _= to 0 = P'. i &I L Composite Edge Fiberglass Single bow Building Codes and Standards V5=21 Building Codes and Standards I &2D21 Building Codes and Standards -T -cc Z C'4 le 102021 7 Thofma-Tru Fibel-Clas*F; (Inu�,vngloutswingf; X configuration) 3: -a 13J, CD g. and Sm-th-Star N.Mirsel 5&#39;0 4.quQt;Non-I mpact&qucti Opaque 1215112022 Composite Edge Fiberglass Single Door with No Yes NO NIA Product Approval Application Detail ProductApproval Application Detail Product Approval Application Detail _= .T r= - = Sidelaa(s)([M.WnsloLA�m�g;xc):Oxo,oxo �' - _= C; I I- I" - I "', ,I ' g� .,��-�efl�ll,�,,�y-L-,���,-"�',' 5-mi, IMN Q �"i,�,,,�."������,�,,�,�,-,i,',�r�"L,-""�g",3� 91M I � - ,_ � _' -, - �� L- �,� � — ..... ----,,, -�'-"�"'-- ��"'&L��'�' , �M �4�,rz'-=�'I'Ilwi L " P; , rj'14'p,'� , , �'�5'u­"ol 4�"g' '��,4'� ,,, 'U" tg'�'-" ,�' I", , '�" configurations) 8 It. Thermo -Tru Fiber-Clasec and Smdoth­�Star Nominal 8&#39;0 aquot;Non-1 hipaccTquct: Opaque 1261�2022 NO Yes No NIA Gwrip-ifit. Edge Fibeagl­ Doubt. Door vAth Or J '� "O I " � �,%�W-,�,�,�4EP7,�l,t.�R,�,?4F,!- �"'ry�p,�"�T '�`N'��­­ , , � � - - ? , - LLLLL I ­ � 1­1_­­­1 " , .. L, . - - - without 61dalites (I nswinglOutswitrig; XX or OXXO � derifigurations) Code T-a Vvinson 1114awflishrer Entltv or 2" use Date P,ndires Plat Contest Ermi-ir 9 License Validated D; Validated Submitted F11CArromyel A--d 2i 99-41 I'Vo. versidin Mitasufach,roer Entihr Dot. [let- Bar. Pandimo J29W C.,ract E-in-, & Licana, Validated Q, Validated Submitted PSC A,weval A,yeow, sta- Code 70s, version Manufuturof Entity . contact Engineer 9 Licene; Validated By a _= O'd - O-t. a - = . Validated I . Fa �.l — a) 2111a — 4 g I. Therma-Tru Fiber-Clakisic and Smooth-Ster Nominal 5&#39�8&quw.Nw-Impae,t&quot Giand 12/31i2022 No Yes No NIA Affirmation 2020 PISTInduseles Jers Ros-ki Mraml-O.de acco- CIER Mi-kDods RCCO - VAL 11MM20 1 V0512020 1111112020 Approved R,,i.i- 2D20 MI Wind- and Do- WeritSitflng.r Lus R Lom- PE stevan M. udch. P5 10JUS12020 l0f46v2020 10)10020 12115M20 Approved Affirri 2020 PGTIrdu,tra,v J,,s Ros,wad Trihmi-D.J. SCC O-CER Miaer�Dade BCCO - VAL . ff Apo, — d 11M)2020 11105�2020 .= &/2 =_ :�' Composite Edge Fiberglass Single Door Category: Whed1w. (94iT486-0100 (78f) 315-2590 ".g.y: Wod-a (717) 365-3300 PE-62514 (717��,17-8454 category: Windows (941)486-0100 (766) 31�-2590 = On = = 10 Therma-Triv Fliber�Cfasslc Smooth (InswingfOutswinT X configuration) Nominal 3&#39:8&quot,Non-IroOacL&qu0t; Yes WA Subcategory! Fl..d IrosodeskiQlLgindusti SubCotaigoryt Nation, bsit1ho.rannOwd.00m SulloCaNgarl M.11lons Jrdaokr�cQpgdnduaTpac C i J. and -Star Glazed 1213112022 Composite Edge Fiberglass Single Door with No No compliance Method: Certification Iran, or Usting or" compliance Method: Evaluation Report from a Florida R.91.1-d Architect ., a Liven-d Florida C-pliar.M.Iffirrid! C.rtilc.U.n Win, of Using .m 2 0 I Sidelfte(a) (InsWegfOut-Ang: XQ OX or OXO FL#243424iorodui Profeasional Engineer I'Lillityl-RU Products 0. 11 k Therma-Tru Fiber -Classic and Smooqh-Star oonfi unations) I Ncarmnal s&#39;88muoLNon-Impect&qucrt; Gland 121��V2022 NO Yes No WA Qual A-ifir.- A-r-,df,U,, A,,,-,d for Us, I'mcid Vatican FUM5363,1115 Products Quality Assurance `- Approved for thnit A,cr,v,dfb,U,, Insisted IM D.,ka, - - Z Corimpoeute Edge Fiberglass Double Dow with or S.q# Product Model. Ntimber,r Me- Product 0-1.8- Condect Z.Findl­ Data in I­vl­Z Outside HVH Resistant Pressure 400 A Product Model, Number or Nam Product Description Contract thooliallor" Opens It) HVHZ Outside HVH jrtiiiifi�dl- Pressure ,AU,outSid.lit�s(i�s,,,InglOut�A�g.XX.rOXXO 5 PW-5520 lL.rge MI-11. irm,.ct! vin� Fi.ed Window CASO/2025 Yes Yes Yes MIA Qualft A ... - hatana,sulf-tifilit A .... ­d for Us. Inn-t Q,i- I Mulfillons for At I Do.,, . d Wind -a Aluminum Mullions 05126/2026 Yes Y's Yes WA dwfi ulations) a--# Numb-lal-, Product Description Ceartract Ek,lindide Data to, HV14Z out." KVWL assistant 12 L Therni 'iber-Classic and Smooth -Star Nwnp 11 7&#39;0&qu4N­­ImRadt&qJot, Glazed 1213V2022 No Yes No NIA .Pupfijultic.d.1 2 764 Verical Mun-Onum Nufli= IM112024 N. Yes Yes N/A Composite Edge Fiberglass Single Do., (Ins"rngloutswirig; X owifiguriaticn) 13 re Ther-Tru Fib-Classi, and Smooch -St- Nominal 7&#39;O&quot,,Nor-Impacf&,u,r, Glaz,d 1213112022 Composite Edge Pildergase, Single Door won No Yes No NIA Sidelite(s) OnswinglOultswing; XO, OX or QXO ccriffigurations) 14 n, Therma-Trut Fiber-Clawic and Smoth-Ster Nwni 89#39;0 &qu.t�Nw_1mpaod&quct; Gland 12t3lt2022 No Yes No NYA Z Compoalt. Edge Fiberglass Single Door (In-AngfOuNwing X configuration) 15 .. Th.-T. Fber-Classic and S-oth-Star Normial 8&#39;0 �qJot:N­-lmpzdt&quTck Glazed 1213112022 NO Ym No WA Corrificsic Edge Fiberglass Single Do., with Sidelite(s) (I inswing/Outswing: XO, OX or OXO ocinfigurabon) Florida Department of Business & Professional Regulation Page 1 of I Florida Department of Business & Professional Regulation page zoF2 Florida Department of Business & Professional Regulation Page � d1`4 is p. Therma-7ru Floar-Classic and Smooth-Ster Nominal S&#39;O &quOt;Non.lmpadt&qu0t: Glazed 12131f2022 No Yes No WA Building Codes a rid Standards 1 MrID21 Building Codes and Standards loalmi Building Codes and Standards 31612023 CanipwMin Edge Fllder�lass Double Doorwith or wthout Sidelites (InswingfOutswing: XXor OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail nfigurcitors) W 17 q. Thein-T. 'ber-Classid and S-th-Sar Nominal 6&#39:8 Tlquottlon-Impact&qLat Opaque 12131t2022 NO Yes No i - , , � "I'll LLLLL ","", ��� �� I '' -L ' - L �' I " - i" - 0 - OR � _� v, , - '10.1 ' ' -1 " If- ,_ V`rik'M ­A*'a � W.-, 'p, %,w _'� '�'_' 'jg,ig-."�'( , - ­-, ­", 1-111"'iyck-Ohnitt"O - ­­�'��' _ , 'r,t". " 'V�' -'_�@- 1- 1� g - - ."gg , _ , , 't", 'I, I" WIN ', I , I "Inc. , � ,',"Z'�' f�? � "'� .,ggt 71 a L , W '7 ,,,, , L ", , 111"A 0 A% A I ; -, 01 � - , g � � !"'M , '� JkiVg � �%� , � , N �' , , , ,,, 'L - , k � , �� Composite rdge Fiberglass Single Door with 18 r. Themi Fiber-ClasaiiG and Syrooth-Star Transom (Inswing/Outswing; O/XconfiTjuation� Nominal 68#39;8 &quor�Ndn-lmpactSquot, Opaque 1251i2022 No Yes No NtA Code � , L '� I enft of Dole cals OV40 Pending Dot. Code Ent1tv or gave Dau. Data Pendfirka Data Coed. , I'll . I 11 ­ �___ _g5Zffi§R;&Vi�~__­­­" ­,"'E"N"A'A Erfillb, a � ...... ___'_'_nvr��'�� Us case Data lo-din, Dal, C-p-ite Edge F,bcrgl-. Single D..-ith Sid.lif.(.) and Trans- In-nnBrOut ... inE: CiXO. QJOX or OtQXO d-fig-lb.d.) TV.- veral- Man.fectruna, Revision 2020 James Hardlo Building Products. Inv, Contact Validated 8, Validated Sultanitted FSC Approval A,,-d status Chad Dieras V. Andrew Tea John south.rd, RE, 01/0512021 12114/2020 DIJOGY2021 cing F13C App,, ZX22 Varsion, Marsif-t-ir R-cran 2020 AMcle Contact r,,,i,,,,, OIL License Valideted Sy Validated Subri Pao A-val Atrion-aid 91gliga Nick Thompson Lyrdon FL Schrod'I RE Ryon J King. P.F_ 02M�M21 02A W2021 0212ZT021 001 W2021 Approved Tvaa Version Manufacturer R.,4-n 2020 OAF Contest From. & lu-mip _ Wedged la� Michael StIch Robert "Terairan John VV, Kn..,I.h, PE Validated Submitted FOCAummyrall Approved status 1211=022 12111/2322 12,20/2022 02107r2a25 Appr-d 19 . Th-e-TriJ I'st-aassid and Sm-th-Sts, Nominal 6&#:39;8&quoL:Nom-ImpadJ&quw; Opaque 12131f2022 No Yes No NJA CaMI Panel Wells (WO) 543-8359 PIE(iia62 f352) 367-2526 Category! Panel Wells (33D)922-23BB PE�13409 (813) 767-8555 Category: Rooding (60D)766-3411 PE-59166 (954) 7?2-6224 Composite Edge Fiberglass Single Door with SubCatogorT. acting .h.d.dilarokisl�J-h-H subcat'viry; S.fhta nthvmp-m@aI,id­.. Subcategory: Asichalt Shllng� nisti.hudig.f.c.nn Sid.liha(s) (I navAngJO.tswmg; XO, OX Or OXO I Compliance Method: Evaluation R�pdn, from a ecor-n C-pil.- Method: E-1-tion Report from . Compliance Method: Evalusiod Report froal a mi Continuous Head and Rif ocr rifigurditems) Florida Registered Andir fact w. Licensed Florida Florida Rirgial-dA,ohlbeol or . Licensed Florida Flords Reglat-dAr.hitact or a Li-ed! Florid. 20 t Thdrm.-Tnt Flb-Cl.sak and Smoth.Ster Nominal 8&039:0 &quc,t,.N­-fsTaactaq.,t: Opaque 12/31/2022 NO Yes No NJA Professional Engineer Profess ... I Erglmear Prd-lonal Engim,ar Composite Edge Filatirt; law Single on, with Sicialite(s) (1-vinglO.tiewung. XO, OX Or OXO FL*13192.RB lsr�d,ft FL*IS2T2-R5 Product, FL#lOi2A-R33 Produen; 21 u Ther�TmFibe�Ciamic2ndSmooth�Star Continuous Head anti Sill configurations) Noml trial SU39;8 &qTKdt,N­Irnpact&qucr� Gland 12f3l/2022 NO Yes No NJA Quailr, Assurance Approvedfor Us. Aprorrayed for Us. Impact Design Quathe A.s,-- Accardired! for Use A-ved for Us. Impact Dealer, la"IlIvAilau-9 Approved for Use Approved for Use bri 0.10n Composite Edge Filberg law Single Dow with as"I'T Product Model, Number or Nam Product Descriptlo Cgotract Expiration Date It, HVHZ Outside HVHZ Itrintistant Pressure Sao 0 Product Modid, hitarb. .1 No.. Prod -I 11-ripton Contract E.pleflai Data On NVMz Outside HVHZ Resistant Ph.q.- sea A Product Model. Number or Name Product Description Contract Expiration Dare TO, HVKZ Outside HVHZ Resistant Pressure SId.IIte(.) (InsoAngtOutsWing. XO, OX or OXO 1 0-plark Lap Siding to ... ­rt hip.idnq 1MV2023 Yes Yes MIA N/A 1 a- &quar2T&.quct Sollit Vent crSdIdVinyI Sent 12�3112023 No Y's No NIA 1 GAFAMpholt Rwi Shingles foruse In FRCnon-HVHZ Fb.r9Iadsrvimfdv.d3-I.Ibt arrinat.d. 5-tilband 12116r2025 Nd Yes MIA N)A Continuous Head and Sill configurations) 2 Ha-ril,Plarik LapSidirg illber-sam.rt lisp aiding 12ZIM23 Yes Yes MIA MIA 2 lo. 11ductAlfamce T4&qrdn Soffit Vent or Said Vinyl Soffit izal=23 No Yes No TVA jurisdictions hipAlidg. .sph.ft shingle. 22 v. Therma-Tru 'fiber-Clawro and Smooth -Stair Nonni nal 88#39; 0 &quot, Non -I rnpacftuot; Glazed 12i3lJ2022 No Yes No N)A � d. &cuctGreerl vintage B.ad.,18,939: S.Mt Vent or Sold Vinyl Soffit 12�31r2i)2$ No Yes No NIA I Composite Edge Ffltergfass� Single Door with 4 d. &qu.t;D5&quot: Soffit Vent or Sold Vinyl Soffit 12,11=23 No Yes No NJA Scelite(s) (InsviinglOrtsvAing. XO, OX or OXO 6 .L &qQot:CharIer Oak&cluot; Soffit Vent 0,861d Vilrylso"t i2nl,2023 No Yes No WA 23 w Thernsa-Tru Fiber -Classic and Sinfooth-Star Continuous Head and Sill configurations) Naml nal 68431);S Itcluot; hand mpaoftcluct Opaque 12�5112= No Yes No NIA 6 f. &q.ct:s.ve' spar&qu.t; Soffit Vent ur Solid Vinyl Soffit QQ11202S No Yes No N/A GompoMer Edge Fibergraw Dow Panelswith Vented sdi (InartinglOutavvnig; XK y= Qr XXXX configuati.nit) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8903GO aquot Non-IripecAquot: Opaque I 2131f2022 No Yes No N)A Cwop.site Edge Fibegiaw Door Panel. with Vented Sidelite(s) (InswinglOutswing: XX XXX or X)= configurations) 25 y. Therm.-Tri. Fib-Cl-oiond Smooth -St., Nominal 6&939:8&quoiNor-Impadt&quot; Glazed 1 22V2022 No Yes No NIA Cwnp�atths Edge Flb.rg To. Door Panels with Vented Sidi (InewriglOurswingn XX X)(Xor)O= Florida Department of Business & Professional Regulation page 1 of I Floncla Department of Business & professional Regulation page I off Florida Department of Business & Professional Regulation pag�l ofl 26 z Therrina-7ru Filder-Clawc, and Snickuh-Star configurations) Nominal 8U39:0&quot,.Nor-Impadt&qcw, Gland 1213lf2C22 No Yes NO NfA Building Codes and Stu rclards 10/�?2021 Building Codes and Standards I XrD21 Building Codes and Standards VV2021 Composts Edge Fiberglass Door Penedswith Vented Sidelits(s) (I ri-AngdOutswing, XX XXX w XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) I - - , �'� � �,3i� �" Zkk"�ii t""' '3 21 '-s�­'��- - ­ 'L , - Ir- - -0, ____ _. ­ "-, 'L � .' �" _�' ­­­s , -- Q ;� ,x' "�'A - ­­". _--hP � d , 70's N-g- '*"-;0 DR�'aM­ L , � � , , �� V'rl"- ll�" '��'�'A_�k:'. �' I - -Z'g'-i-,�'t '.'i'­_'?� ��u -1 __ I k JYE­j� % EM 'r'�­J' Ag�'�"R­ _�' ,_ ' - '� ' - ---":e- �'-;s ��?' f -; ""� ,- ��' �� � � t� , � ,�' 1� � - L' , � 4, -.,. , '­ _111�'�`r'­;� ,!-�,,-�-"-��,�,,�-�--�-,,,�,--, '.­"_'i��. ----, �' , 'W- - - --n, - -" -r � , _��i""�' g. �l�'% �'I' - -� -- -�"�"-"' -1, � -,-�--�-T�"-��,,-,,��,V,�,�-.,--i _L" ­M�" �hiri' ,,, - _'��!'��' �" _'�"'!�y _r �.I,a ,,, -�'ji'�'�q.'�� -, , - � 27 n. Thernizi-Tw Fiber-Classicand Smooth -Star Nominal OUSSI;8 8quotNom-hmpactsqucxt: Glazed 1213112022 No Yes No NJA Composite Edge Fibergle,es Single Dow 38#39:0 with sciciii 0 nsvArglOutswrig; X0. OX or OXO � - S �' , , - . , � - - - I A , � , ,,, I, � 11 ' '��4��,-"���l-Ilt��--�'.�'�ll,�,��,�115 "I L � LL 11 � , � ",-'I'll �"' . - — -1 _�_ _ -111,11, I �' , __, "��' _ � _', L - - , - -g- � 'i, g� �' - '_ - - , -'RS��!�- , N - "" A 121 � �X Sn '2"." 'M� �s��� M ­ - ­_­ ­­__ , ___'_"__'___­ � .- - I -1 - 1- �� ",t " configuretlons) Cade Entih, or Daus oi aet- P-ridin, DM*1 C-40 Entity a Date Data Dare P.11411151 Me Cede STORY o We cold Data P.Tvidiria agar 20 zb. Therma-Tru Fiber -Classic and Snincoch-Star NomIna I 6&W39:0 &quOLNw-Jmpacl Glazed 1213112022 No Yes No NJA T­ Varalum Manufacturer Contact Eminser & Liders- Validated my Validated Submitted Fac Avismil A,c,,,,d SIT.I.. T­ version fIrsorifie.t.r., Contest Emsin-& License Validated By Validated Submitted FaCApproval Ap,oved filt.t., 7Vip. version Manufaceuria C-1-IL Engineer & License Validated By vaidaled 8.1arefthad P13C Approval Approved al Composite Edge Fiberglass Double Door With R.'s- 2020 TAMKO Building Products LLC Kerrl Ldw R Went Miami- John W. Kneirevich, PE 1011i 0SJ29v2G20 10)17)2020 12/15/2020 Appr-c! Revision 2020 LV. Tihornpaics. lid, dba Thompson Arthluettural Tory Chrithron Zachary R. Priest Steven M. Unch. PE 091IV70210 ogfieoom OW?J2020 1211�2020 Approved Revson 2020 Notes Metal Products Inc. ca Jones Jam" L Bucker. RE-0 SaYer; M With PE 0W271202a 09,25rW20 10v04M20 1211W2020 App,-d 3&039;0 Sidelit.is (In-AnglOutdvAng. 0)0(0 Category; Flooding 1417) 624-5644 PE-nISS ii)54� 772-6224 PActials Company (7AMCOi . 248�345 PE-74021 f7lin 317-8454 . category: Roofing (904) 783-8400 CBUCK E.gireering (717? 317-8454 29 zQ. Therma-Tru Fber-Claisso and SmQuith-Star configuraton) Nominal $80Z9;0 &quot;Nw-Impvct&quot; Glazed 12�3112022 No Yes No NJA SulbCategnry, Underlityments kerri-oderratherink-cm, Category: Rooling �813) .y0_g-.hIn.dfingc.m Subcategory; Roofing Acce-ries,11haare an darkeian-c'm PE-31242 Cwmp.dite Edge Fib.ingiess Single Doorwith 38#39:0 Compliance Method: Evaluation Report from a Subcategory: foolinflAccessorlesilhat arears Integral Pert orthe Reatirrigaystem 9di (InsmAnglOutswrig: XC, OX or OXO Florida Ragerared Aichitert we LIcarded Florida Integral Part ofth, timing System C.midlards Method-. 15WI.aflon Poport tort a Campil.0.1,10thod: E,tir.stive R.p.rtfrom. Florda Registered Architect ors Licensed Fiords 30 zd. Therrina-Tru Fiber -Classic and Smooth -Star configurations) Nominal 8&#39;0&quot:Non­lmpac*vot, Glazed 126112022 No Yes No NIA PrOfeesional Engin-ir Florida Reglat,radArchitectura Licensed Florida Professional Engine., Composite Edge Fiberglass Double Door with IFIL*12322.1tit Product. I L I PrOa.loral Engineer FL#21�90-RZ Product, 3=39 0 Sideflies (InswinglOutsvAing; OXXO Chuelit, Assurance A-i-cifforlis, A --- -d for Us. ],,act D.W." flatIfielli-R3 P,,ou,ts I 31 ze. Thermo-Tru Fiber -Classic and Smooth -Star onfigrinatic,n) Nominal 7&#39;0 &qu.tNw-Jmp.dt&q-t, Shaker 12i3112022 No vs. No NfA $..# Pi-ed.dilit.d.l. Nuraburar-Nerne C. Product Oes,rhollp ntoW Ex,indivin Date 1, HvHZ Outside HVRZ flettlatoat Prus- QualtivAssaurante Approved for Use Apreovild for Use, impact Dealer a ed A Pactid Model, Murree, or Me,, Product PatiodpItIor, Crs!��� Awroyad for Uw Approved for Use Impact Design a I,, HVl4z Oushade HvHZ Resistant Pressura Series Composite Edge Glazed Fiberglass Single 1 TAMKO Roof Underlaymants(HVI1Z) Roof undedayments for use In F BC HVHZ 06129/2023 Yes No WA NYA a-# le-acfuct Model. Number or Nam, Product [association contract Ek,1,0- oat, in FIVHZ OmIsirl, "vRz R,,ht-t Pressure 3 3- FLAMCO &quc�:RV 10 Ridge Varfi&qdd: Adurrinum Ridge Vents for pitched -Is fabricated 1 2W aO24 NO Yes No MIA Dow With or with. ut 1 9#39;2 S, defitar(�) (I-AngtOrit-ing; X, OX XO a, OXO comfigrTrabo-) 2 TAMKO Roof Undarlsymants (rlOrl-HVHZ) lundicti.re. R.a.,dedayradet, for use 0, FBC nor�HVKZ 06129f2023 No Yes MIA rI?A I TAMCO Flat Top Ot-Ri d9l. Vent ,,An Dart a Icr TO c 26 :a stab. roofVeatflet.,with bolls OM912026 Yes Yes N/A N/A from 0,025' Ruminum Jurisdcuors. 2 TAMCO O-sil Vent 3 TAMCO Off -Ridge RocfVent with Baffle 26 .' 0&0912Q26 NQ Yes WA -Q/�525 26 ge. static roofveartilator mth Integrated baffle 091OW2026 Yes Yes WA NIA 4 TAMCO Round Top Off -Ridge Verrill with Battle far file 26 9& static dol'ventilatc-lith briffle OVOU2026 Yes Yes MIA WA Florida Department of Business and Professional Regulation Florida Cepartment of Business & Professional Regulation Page i rf I Florida Department Of Business & Professional Regulation pass 1 a 3 Florida Department of Business & Professional Regulation Page I sf 1 Building Codes and Standards Wi=i Building Codes and Standards 102021 Building Codes and Standards 3W2023 Building Codes and Standards 3/15/2022 Product Approval Application Detail ProductApproval Application Detail Product Approval Application Detail Product Approval Application Detail U) Z ­-.�'41: -Izv;� If. �' ­ " __ � - " . . . . . . . ',­ � ",""I'll, I V ,­ � r� '.�4'­�.�',vg -0nM' � - ,.�2N�,,�-1,�-'-"',��-,,�,,,����;?�-l�,3=-4c,�,;�r,-, ­' " ", ­,"', . .. ... .... ­ ­­ , - ­', ­., "'- -, " - "­'­ ­ " '­','��"""- ��W,g fr" �0�*2'knfl 7m-g-t-,�e�0--, - !_ � ,� W-� tF., """".'f- '�- "'_"'. ­11 iwl__111�'E'ZS� I I ' � L - � I - 11 I 11 '­ .. " " Coca Entite . Data code Date Pension Da's C.d. Flifit, Date Dat" Data P-bliers am- Code Incty a, Data Data Dow lhalifires Dx�. FL#52S9-R31 Tvo, Versio f1darturberturs, Re,i,im 2020 Lorrainvo Contact Eliot- & Uoama, Validated Ell Validated Wernitti IFFIC Approve) pum. Status = Kerins Jalley James L B.ok- P , St- M. union, FIE 41)2312020 i V2V2020 11�29n()20 ding FBC Appo lum V-1- Manufacturer R.vmlon 2020 B..I R.ofil Corniest E,i,,,r & Lidens, Vatidated By Validated Submitted F3CAF,,,,l A,,,v,d sta". Anaarson Rodin APNIC Unit.. Evsl.�tbh G.'y W. Welke, 1 1M/2020 11102020 11MM20 Approved TV" version Manufacturer Revision 2020 Glolval Protection Products. LLO. Cooled lilliallea" & Licall. Validated By Tion Robinson Walter A 1111fit J, P.E. John Vd. Kii-Ach, PE Vididsitild Submitted FWA=.v,d Approve $Mpuls OWN2020 D910812020 1IM412020 1211512020 Approved (D Code in-t-dy x Date Date Date Date Status Category: Roofing (501)98�1_6163 PE-31242 (717) 317-8454 category Roofing (801) 380-6091 services LLC, (205) 854-0160 categaly: shn,trairs fa54i 689�7545 PE-44167 (M4) 772-6224 lyS.bCat .pe Version Manufacturer Contact _ - Revision 202C POLYGLASS USA MauryAlpert, In ginger & Validated By License John W 9 .proved Approved Validated .Submitted Pen —din , Ap 101213f2020 1012212C20 FBC 12;15f2O2O gwr� Roofing Accessories that .a an 'art ofth. Roofing System Int.gir.17 C.rapil-cliffrefilarid: EcamnonRep.itfironne kJeleyQl"­d'm SubCategrory, Rooling-ri[se C..pll.-Ndh.d:E,.Iu.ti.R�p.�fr... P,oduct EvsIu4tion Entity RobinArderacciQlbol Th subcatagary. stocia Purn"I Contiol I Nothoid: Evaluation Rtow Inom a tJnn.r.bIh-@gpp.n1 so to Category: Roofing S9342331 33OSmal pert@ polyg lass.com Robert Nieminen Knezenrich, PE yllwwal Florida Registered Architect or a Lim sed Florida F1wId=RNI,t,rsdA,dnt=t Or 2 Licensed Florida Professional Ena,", SIT bCati PE-59168 (954) 772-6224 1110112020 Profesalonal Engineer FL#TR49,RIZ Product, I Underlaynnants Compliance Method: FL#17ZQZ�Ihi Produda QuallivAssurance Arivrowd for Use Approved for Use Ial Destard it" Product Made[- Number or Norri. 16 S_ry. She ". , risle. CountrrGate Sort Old Freish Quality Assurance Approved for use ADD -Tel for Ties Ifli 006kin Product 10-ItAlan, Contract Excretion Date I,, HVHZ Outside MVHZ R.Nal Pressure Flat P,.Plc- Denver, CO 12MIQ020 Me Yes MIA NJA F11.4015076-lud Products Product Model. Numbs- manin, Qu,fWA-rano, Exaloakfin Avor-1fdrIlev Arri flatr Use Innotist Peal- E Evaluation Report from Be- # lamohnal M,d,L hkarbar or N­ Product Dos0atort Contract Expiration cafe J, HVTIZ Outside HVI1Z Fallstant Fir,sause, Thatch &anrl i Ai Product 11411prITIJI01) comfir- Data In HVHZ outside INVEZ Resistant Pressuir, a Florida Registered 1 D,�T,­Airl DA-4 or 7PI-B.ilt D-k-A, DA-4 Low Profit.. Pclypr�pyl­ Pl.sti,. Roof Vent 12110,12025 No Yes No -97.51-97-5 I? Sax.ry(300-Siahl. 81hak.t.firrip: SpIRSholk. FlatProfl. -Stockton CA 1 2131�2020 No Yes MIA NIA 1 20 Gage G.1vemitted Steel Stor. P.nal,,HVHZ Corrugated Galvanized Steel Storm Panels retained 1243112023 Yes Yes Yes MIA _11i Architect cr a Licensed M.olhaNdelly,aft.ohad to Plymood Deck. S. 0 let., Sh.1i Split Shake 1: 11 .'.'y1'1G--;1h.1u,, SI.sS.turrip: Split Shake ca , 0 Flat P,dfils - Rialto CA 4213M2020 No Yes MIA N/A Fiat Profile - Sc�kt­ CA 1213l,!2020 NO Yes MIA NIA 2 24 Gage Oevenized Steel Storm Parcl%AJI4VHZ or not by Tracks to provide hurricane protection, Corrugated Galvanized StwlStorm Panels retained 1�nlJ2022 -Yes No Yes N/A a) Florida Professional Engineer 20 Savory 700 - Shake, Slate &amp: Spin Shake 27 T.j. Eamn.lgardaldn. Flat Prallis - Rialto. CA ""'20 ' No Yes NIA NIA High Profile - Katy, TX !W31=70 No Yes MIA N/A ornot byrtracks to pirwide hurticarar protection, =3 a) FL#5259-R31 Products Chunsi Assuraric ApIgoved for Use Lkpp_r21ftg_f_ar_Up_e irlipLq Desicin 28 vill. L�P,ofla-Katy. 7X 12131=20 No Yea N/A N)A C_ Regi Product Model, Nurnbrear or-Narris Product Description Contract E?Mration In MVl4Z Outside HV Resistant Pressure W Data 1 Polyglass Roof Underlayments Rooting underfaymems 10121)2022 No Yes NIA +NIAI-622.6 1 Polyglass Roof Undertayments (HVHZ) loolyglais roof underlayments for use in FsQ12J23r2023 Yes No NIA N/A M HVHZJu,1.dI.tIwm,. � > 2 Polyglass Roof Unclerayments (rTcrI Polyglass roof underlayments, for use in 1212MO23 No RISC n.n-HVHZ Jurisdictions Yes NIA -NIAI-022,5 Clio 0 1 Polyglass Roof Underlayments �HVHIZ) Poli roof underlayments for use in FBC121231= Yes No NIA INIA Florida Department of Business & Professional Regulation page i of I Florida Department of Business & Professional Regulation pl­ 1 'f I Florida Department of Business & Professional Regulation page I of I L_ 2 PolVglass Roof Underlayments (nw-HVHi HVHZ juriadict.... Pali roof underlayments, for use in lMa12023 No Yes NJA -NIX-1322.5 Building Codes and Standards V25022 Building Codes and Standards 1Pr2021 Building Codes and Standards IF12021 > 0- RISC non-HVHZ juriedlationa. Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0_ I Polygasi Roof Underlaymerits �HVKZ) Poli roof underlayments for use In F5C12/2MQ23 Ye% HVHZ jurisdictions. No NIA WA 0 < �L � L - " ' " t, V­ _nt'­ _""" ­' �4 ­ - '02 il� -- � V�' "i"'M _��" , �'­'­­­_4 " h,J _­" " 1=1 W.0,100 "", iA1A311K"­,'i" , ,,, -"'Aqi - �'�"4��i��qL'dlLj, �' , " 'O A~k"��"'.- "g-"irr�',Zr �",'W�t�QiiV�0'�is�T� ­ ­'­", '­"'rl"­"L' . ­ ­­' . , , " MON � , , �� '' , I ,- , . , , , , , i � " , � T, �""" , V-19 "'4010 ,,�,���,,,,,,,,,,��,���,,,����,ltl,9���-,�,��,i� _1 " k 0011 M "S., ' 01 -11 ffi -� � �r N. I I " �I' a'�� I Z,' I ,'��­­ I I 1­111— . - 2 Polyglass Roof Undedayinfreni (nw+VHZ) Polyglass roof underlayments, for use In 1712312023 No Yes NJA -NIAI-622.5 , � I ��f Code 1�­ _`�1"i—lul-Z�4.1 , �A'K' Offill - I Entity a Dot. Data Date Pending Date Code , ---L � I . . Entity or Dal. Def. ON. F*hdho 20 Code Entity o L I',�� .... L �� I'll, 1� �'_' DWI Me Vale talludinal Vale FBC non-HVHZ jurisdictions. r-e VaIrgicet M3nU1tcttJhbF Contain Engineer & License Validated Validated submitted FED Arporroval Approved Statu I= Version M-fiedlifire, Conrad Eiredmider & Lk .... 0 viturlptifid By Vagdatw 4.1hanitharl fEIC Areandeall Atakorrovied $law, TvID's vararom Manufacturer Contact Entail & Utooree Validated ev Validated Subarited FBC Approval Aince-lad Status L. 4_0 I Polygess. Roof Underlayments �Hi Poli roof underlayments for use in rscr!X23=23 Yes No NIA flk� I 2020 All American Studies and GIs" Mike B.rbieri Frank LL Barmaid.. RE Troy Sishop. P.E_ 1012812020 10J1512020 1 1 �0612020 1211612020 Approved Revision 2D20 Aoi- Blued Loans ICC Ev�l­tmn service, LLC Willi.. M. Ranieri P9 r0/3112Q20 I M!2�2020 I IA&2020 11ffl5n020 Appr"d RuMew 2020 Commercial Concrete Productainc. Rouen Cliffs si A. Greenberg John Hoy 1211612020 1 Vi 6,2020 12r2112920 ding FSG Alcor. 0 2 Polyglass Roof Underlayments �nw-HVHZ) HVHZ jurisdictions. Poli roof underlayments, for use In 112=1023 No Yes NJA -NIA7-622Z Category: Shutters subcategory. swim Panels (561) 712-9882 FE-0046549 (954) 947-G8130 mOkelc4pallamerIcanshutte Category: Structural Cornp-ints SubCategory Truss Pliales (321) 710-3377 (407) 681-1917 d1..isQ.Ip1na1t.­ Category: Structural Cornporants slubCategay Products Introduced as a Result of (6i 3) 650-3707 PE-34245 052) 588-5311 Procastgator@)(ohoo.com :3 FEC nom­HVHZ jurisdictions. CompillanceMethod� EvetluattionReportfroma Florida Registered Architect or a Licensed Florida Talcum Ccrapilance Method Evaluation Report loin . Product Evel.idd. Entity N - Technology Compliance Method: Evaluation Report from _0 Professiorial Engineer FLs1w9.R7 lamid,dii a Florida Fti,glkaredArchifact - Licanead Florida PrOff-dral Engineer 0 FL#1 TOISS-R3 Products QuallIVA.—eca Approved for Us. Apip—adfortla, nei!q Design Is L*1 774-filtr Product " S.q 9 Product Model, Humber or Name Quality Assuram; Approvedforl,ree Am,-df,rU- Impact i Pr.du.t D ... ripii4- Contract Expiration Data in HVKZ Outside HVHZ Resistant Pressure sea# Product Model, Number or Nam I ITVV BrOuAlpre Hkh­ Strength jH tTamp: S) PrIoucl pelu'riblign Contract Expiration DINT, In HVHZ GutsidoHVHZ Reststrant Reassure Matal C-ste, Plate I PJ5112024 Yes Yes NiA N/A Cle,AHN A-.r.-. Aviderarrailf-1.1- Adismauscifol inneact Quishoin a- 1 24i GgIvanized Steel Swim Panels 249a Galvanized Steel Storm Panels 12f3l f2= Y­ Yes Yes NIA 2 ITW BOG"ne, Mfg. Plat. Mat5l Connector Plate 1 26112024 Yes Yes NA MIA IM-9 Product Model, Number or N ... Product Description Contract Excir.11=1111 In Ii Outside 4VH Resistant Pressure < � ITVV BOGIAlipire, Trul. 4 ITW BCOAtAnd Wave IsItal Connector Plate 12/3112024 Yes yts MIA NIA Metal Connector Plate IW31�024 Yes Yes NIA NIA 1 Quality Precadt or Commercial Concrete Products Precast arid Prestressed Concrete Untab 05Q5(2024 No ya, NIA MIA a) U) —1--i CIO 0 00 I =:3 < Florida Department Business 8 Professional Regulation 0— of Building Codes and Standards P.g.2d`2 $16=23 Florida Department of Business &Proliessional Regulation pag'latl Building Codes and Standards 6M,tt2021 Florida Department of Businfil Professional Regulation Fnel af2 Building Codes and Standards 90,21121 —0 i.— Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 S.... co �� �L , L L �' �' L��':' _"V,,z" ' -��-_'­­"'_' 1, "L , - -, .11 I . _' " _­� ­" - � �' ...... , Code EnIiii � Ders Me Date F-din. Dat. 'L __'__­ "... Code ,._, , SnUty Or Date Pate Data latill Date ". I I Code Willi or 21i owe Date Parotid Due � ­ " UJ C 1VPa` Varalce Manufacturer Contact F,,,On.r JIL U.— Validated By Vididleted Submitted FSC Approve! Approvad status LM vand. M,,A,I,,r correct F,,i,—&U ... Validated W vididelad suidarfifined FEIC AvwavM ak.ral status, I'voe V ... to Manufacture C:dntwt acho-'a usame. Valdal,d D, Validated 0,arifififirsd FaCA-roval A-rovv She- :�j = Revacri 2020 MIrn4, Inc. Category! Structural Compo,ents Eri, Walden ICC F��I�at- Servi.. LLC ICC F-1-ti- S.rvioa. (952) 898-8635 LLC, 01,0312023 I 2,2OF20 22 011OW2023 Approved Revision 2020 Weaerhaeuser Categury: Sh,utt—I Components Fad Bddlvvl� JCC Evoluatio, Service, LLC la,, Lehrer, P.E. 02,0=1 10111r2020 DDOY2021 Approued (253) 824-6476 (60) 830-3288 R.Ibarl,B.Id,A4m@.cyah. Affirmation 20M Alpha Aluminum, Inc Category: Paris] Walls Jose Silva WIS R. Lomas Seven M. i FIE 1 111 W2020 1 VI E12020 limnuo Approved �,407) 509-2005 PE-B2514 t7l?) 317-8454 < 0) SuhC.tag.w: Truss Plate. r lEvalu.d. Report from s ..aId.nC?nni.vcm �205) 599-g800 Subcategory; Enan—ed Lumber C.Ifinpill ... thherthad: E -aluation Report from . susar.com S.bCaIag.r,: Soffits .1ple.1ran-amanini,gy.h. Z '."flarrilettaflit.d: Product Evaluation Entity Product Evaluation Entity C.finiollans.1fiethiod: Evoludition Report from. Florida Registered Architect or a Licensed Rtaide c-.m —.1 Professional Engineer Z "218741:10 Pro ducts Cuedity Assurse— A,,v,d far Use Approved for The knead lu,.an 1`13013521-1411 I Prockago, Quality Assurance Approved for Use Approved for Use lmp�ot _Diggit nrie�441-TT5 PrQduote < ityl Pfcouct Model, NurrIber or Names Produdt Deaddiotlue Currurcot Eminallon Date In kiviliz OuI HVH Resistant Pressure S-9 Product Model. Mumbervir Name Product Deavirlptio Contract Ekidi Date in T1VHZ ovisirit HVH Resistant Pressure Quality Approved use Impact _J 1 M18AHS i8 ge. high strength truss correclor plate 12nl/2024 Yes Yes MIA N)A I Mic,olls. LVL Larnineted VerecrLumber 0313112023 No Yes NA NIA 8­9 Product Model. Member or Nanne Assurance for Aporowd for Usal Istsion lamcluidt apsc[littlLpir, Cointiraot r,,ir4I,, Data in AVHZ Outside 14VHZ Resistant 1i I 2 M18SHS la 9a super tigh strength truss �ofmactor plate 12Y31,2024 Yes Yba NIA NIA 2 P—liens PSL " Timb.,Strond LSL Parallel Strand Lumber W3V2023 No Yes N/A NYA Laminated Strand Lumber SW31J2023 No Yes NIA NIA 1 Alpha Aluminum Sold 8@nrp:V,,tcd1 AlunilournSofflY Alpha Aliuminurn Solid &ani Vented Aurninum at'13012023 No Yes No WA a 4 Mil is MT18HS 16 ge. truss .cro.d.ir plate 12f3l,2024 1 8 gs. high st—gth imas connector plate 12i3l,2024 Yes Yes Yes Yes MIA NIA NUA NIA 4 TJ Rim Board structural Composite Lumber or C,i,ni,d Strand =3112023 No Yes WA NIA CMU &zmp; Wood solifit, CMU &amp: Wood I SHEET NO, 5 MT20HS 20 ga. high strength truss connector plate 1WIHM24 Yes Y_ NIA NIA board Rim Bo.rd 5 Weyerhaeuser Rim Board Oriented Strand RoardPro, f2oard =31)2(123 No Yes NZA N/A a TLIB Ivni 16 g.. truss .-nesl.r plst.a i2131=24 Yes Yes NIA FVA 7 7_21), MT20 20 g.. truss ..,.ct.r plaids 1213lt2624 Yes Yes IVA MIA I March 6, 2023 1 PA 1.1 I I I I . I I I I I I � I ,I I 11 , A 1 III 411ir f ,1i li'li 11111H i 11''1111111 JA I& kilk rill I k1l J; ith 14111 lit"A"T h�1OC.1111M I ; ril I I I I h I I I I— 11 I I I I I I I I - _F__ IT - - I I I - -i-a N (n (� ( }, U O O r`v, � V! U O O t` O O LL _ J tCf O ILF- > '^ O O V/ '^ ��• Q /i n O `` ^U ^ '- vJ Q v 0 0 CL =3 0 C-) L CL L) m -0 1- O LM w� zJ Z Q J t1 SHEET NO. PA 10 Florida f7aparanerrt of Business & Professional Regulation Pepsi .7 i Florida Depaf07'(el•Itof Business &Professional Regulation Pop t � i FlDlida DEpalbrtenf of Business & Professional Regulation Pool all Florida GaparGflaflt of Business 8 Pro%sSional Regulati on Psis t eii Building Cadge and SbsrNtarda pnwxax Building Codes and S�ndarda pnaixnx. Building Codes "and Standards pNaxodz Budding Codes and Standards enaxas Product Approval Application Detail Product Approval Application Oaigir P I - 1' n'D it roduct Approve Ape pQdbo eb P ' I 'I rotluCt iCebOri gebr Approval Ape r , ,A "'S` .. < ,-: ., �w s - a .. � �.«� �E. ��.�` [n� k '"Te. " *' .: % r . -: l 'rt:: ., -''zt�"'.'. "CY' ` "a e� :" .. .• . , .: ' , '_ kc , `3 F^ - . � $' fa . , :. ..,�,.�..uv '`ram , .. _ r .0 � _..,.....�`-fin I`''.. s, 1•�^ ^�..:� ��ei.'. m`a��w';,.,_. a t,. m , t< . ..., , ,�, 3 ,v, J,. :s .. ,. r, -, f ... R z x ... � x- :+r: .. � _ r -. � .. .�• : , 's< '- „ ., P., a .. .,- _„ - , x . , ,- ..-. ,r . 3 ,. .. .C°*3' F 'vv. .. .. .,.,. V _. � " �, .., ;. e �: ^-h. -. .. '„ -" . � .. n ". : ,x'. e - .. 3. .. .. -,- .. Y, ,. ,,.-,,.e._.ix��kv4 i,v�l,_, .. _ � ..... s :3 ' c-,,.: z S,.e. _ .. . ,�'� �.. :. ... `�a.., •t w.. - ,.. - __ _ ., s� 'mv�?+ .e� : . -. _ .. r ... .•. _e x.. .. :ur t.. .. . :4 �+�«-:Y' +rs-i�s. -�st'« <_ ;•,.�- . ter:.. e_ ..u, _,:. a'"a� , n a,..A.;'.p... '�'i. ... a...,.J`."«z?�."i���._., ..am ,a>-s.. .3,.....;_�..��.�. o-.. vx?�-z- f" . -a,. , z.;4.:. r, ` t, "� ,., 1.,.. � Entiev ar D� � 0.bP•ndna pyg C� yEntlb ar ..Dab �Ai Dnb P•rr3.nn LLW mod. E$$U� � Q9b Oi&Fenian �. f�E Entity or i'�$. .4ffi pYb PeMna Q@I� Tyga Wrobn Yanubduroe ConYd EndM•rb l3oaM• validabd er lygdatad anbHse FaCJ1DDrW41 Agpi wry+ Bbbo � raipn Nanubdunr Conrad: Eepjngrl,.LitlaMa Yalide6rd 8r Y*WOtMd �,midpd FBCAppraeal duoMred a rlrgn: Wnnpn YBnubdlurar GrMlid EndarardL7tibMa Wlig9lW ay M�X4Md auhDliHp FBCAperarel A Wrslan Yaeubdtuar Corpnal ¢nde•nr.J, lldanN Yalldnbd6r YaNdtirtl 8uhreltbd FaCApuwd Approved 8 6 rim; ui� : I --- --- I !I YI lI I"l1. ', F. Ar I , -� -- - - ----- � ,L `.II ,. 11113 I KGeGie I ;Cr .11f:l II VI O.dl. I I �11, 1.I. 1 - I CU N U Oc- N Q O O Q O t` co N W (Q � (n U O O (1 C O U_ - .- `� o Q) L O CU Q (� �F- ter__+ Q- .� VJ W W `� O L O U O L ^�^'' 'W'^ V! UM� W �L( O W �^^,, W z J z Q J fi SHEET NO. PA 10 • • Updated 12f;SDl202tl Updated - E'er Simpson Strong -Tie 2420 FBC Approved Products �pd�tad,z!ooJzoze - � Simpson Strong -Tie 2U20 FBC Approved Products updated,2r3orzo2o � Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products pp p 12l30l242i1 For direct links to all SST approvals Nsted belbvd, CLICK HERE For direct links to all SST approvals fisted belova, CLICK HERE. For direct links to ail SST approvals listed belbvir, GLiCK IjERE. For direct links to all SST approvals listed below. CLICK HERE. - m � -- � Far additionet lnfamatianregarding Statewide Product Approval System and MiamDade Count. Notice of JOA HEMEL . _. Florida's Y i Acceptance ... {N ). CLICK R � i � - « or additional information regarding Flondas Statewide ProtlucFR ApprovalSystem and Miami DadeCgant F . AA _ Y Notice of Acceptance .NO ,C HERE. (.. A) .l�tr F - f: O. CLICK HERE. FbL Ili n Itnfannatlon Florida's . Statewide PrbtluctApproval S: tam Nhamu Dad. Cairn Ndticeb Acceptance M A adtl o a regarding and a .(_. ). . System County _ addiEional information regarding Florida's Statewide Product A. royal t m and Miarru-Dad County Native of Acceptance ': NOA CLICK: HERE. For e a Approval . ,. (.. ), FL#,2355-R7 FL#10446-R6 FL#14456-R8 11 NUS. HUSC series hangers Face -mount hangers available in widths ranging from 1.518" to 3- 9116' and heights ranging from 4-5116" to 11' Concealed flange version HUSC available for made) having width a ualto Q) r— (n -0 > m MIAMI-0 SRAM-DADE CGU= am PRODUCTCO-MOL SECTION PGT Industries. lnt� PGT Industries, Inc. 0 0 " L- a) 0 9-1 4= (D 0 " 1 INS S%T 26 swee� F�00M 202 N OTIC E OF AC CEPTAINCE: E VEDENC E SUB.MT TED NOTICE OF ACCEPMAINCE: EVIDENCE SU-133,HTTF-D C: M -0 Q DEPART.Mff OF REGULATORY AND ECO-VOIRC RESiotTRCES4UM) -Mism Flonds 33175-2474 BMUMAIND CODE ADMI?MTRATION-DIVISIO-N 7�79d)3LS-25M F(796j315-2599 NOTICE OF ACCEPTANCE: EVIDENCE ST-TMTTED LU -6-0 (1) 0) NOTICE OF ACCEPTAIN CE 1. Evidence submitt#d under preiious D. QUALITY ASSVELAN-CE C -) -10., C/) -M Fn (N-,OA) A. DRAWLNGS B. TESTS (continued) 1. Nfiami Dade Departmew of Regulatory and Economic Resources (R-ER)- 6 1r- 0 -a -0 10 7 0 Te c hnolo &T Driv e. 7 L -NIanufacturersdie drawings and sections. 5- Test report on 1) Air Infiltration Test, per FBC, TAS U.. 0- .!2 0 = L- 0 0 North Venice. IFL 342-7 -5 (Subm&ed under ,V0.4Xo. 11-0107 0-41 2) Uniform, Static Air Pressure Test- per FBC- TAS 2022-94 E. XLkTER11L CERTIFICATIONS 0 LL ScCTE; Dmving No. -AM-5570.0- tilled'Tinyl Sliding Glass Door NOA, j2vo-, sheets 1 3) Water ResLAance Test, per FBC, TAS 202-94. .99 C', �Z- h 1 . -Notice of Acceptance No- 15-0-5,2814 L-aied to Vision Extrusion Limited for th - M :-� ,- 0 This NOA is being iissuedundefthe,.a plicable rules andregula .P. fions- goveming the use Of canstructioul"tenals- The thmgh2 I of 2 1, prepared by manufacturff. dated 10,105A 5, with rmision A dated 4) Large Missile Impact Test per FBC, TAS 201-194 -1181dw RigM PVC Exterior Extrusions forWmdows and Doors'". dated Oi 3/ 3/ CU 0 > U) E 0 documentation submitted has been re-%iewed and accepte&b-y Miami -Dade CouttyRRR -h-oduct Contml Section to 04.105117, signed and scaled by A. Lynn Miller, P-E. 5) Cyclic 'Wind Pressure Loadingper FBC,, TAS 103-94 .1 -.2- expiring on 0930)l 9. M C/) CL be wed mNfiawiDa&-Cv=y mid. otherarea-5where allm-edby the AuthofityHavi1agJuri-,&cfi= (Al -IT). 6) Foxed EmMrTea. per MC, TIM 202-94 2, Notice of Acceptance 'No. 16-4920.08 issued to, Vision F-x=4ou Limited for t beg C-U) 0 Co C) This NOA shallnotbe valid afterthe expixatio:ndate statedbelow-Tlie Miami -Dade County Product Control See ken B. TEST'S lass, door, prepared along with marked -up drawings and installation diagram of vinyl sliding g. ion, 1000 Tan. 2 02 and lighter Shades (Non-AXItite) Rigid PVC Exterior Exttlulsio A U) < (En MiamiDade County) andlortheAM (in areas other than Miami Dade County) reserve theright to have this I - Testreport on 1) Uniform Static Air Pressure Test, per FBC. TAS 202-94 by Fenestration Testing Lab- Inc- Test Report No., FTL K549- dated 1 1,06A 5, signed and Windows and Doors"'- dated 1108116. expirkp, -on, 120-91-11 7E;_ -M r= product ormaterial testedficr- qualityassuranceputposes. If this product or materialfads topeffbimin the accepted 2) Large Nlissile Impact Test per FBC,- TAS 201-0-4 scaled by Idalmis Oitega� P- E- (Test fepoit revised On 11,104A 5 and 02JI If 16) 3- Notice of Acceptance No. 15-0,52&15 issued to Vision, Fwrusion Limited for their manner, the mmmfacturer will incurthe expense, of such testing. andthe AHTmay inanediatelyrev oke- modif�% a r 3) Cyclic Wind Pressure Loading per FBC 7 TAS 203-94 6- Test report on 1) Air Infiltntion, Tes-A. per FBC, TAS 202-94 "Bropwa Coated (Painted or Laminated) White Rigid PVC Exwrior Exhusions for suspend the use of Such Product Of material within their jurisdiction. RER reset ves the right to revoke this along with marked -up drawin and instWlation diagram of vinyl sliding glass door, pcepared MP 2) Uniforna Static Air Pres=e Test- per FBC. TAS 202-94 Windows and Doors"'- dated M13115- expiring on 09/3049. L -acceptance. if it is determined byMami-Dade CowityFmduct Control Section that this ptoductormaerial fails to meet the requirements of the aWlicable- budding codL-- M by Fenestration. Testing Lab, Inc - Test Rrport No- IFTL 8717- dated IM7115- signed and 3) Water Resistawe Test., per FBC. TAS 202-94 4� -,Notice of Acceptance No- 16-0,712.02 issued to FNERGI Fenestration Solutions USA, Thisproduct is appravedas de-scribedhetein andhas been des-imed to comply with the Flonda Building Code- sealed by Idalmis Ortega, R E - (Test report revised on 0211 5il 6 and 02,24A 6) -202 4) Large Missile Impact Test per FBC TAS 201-94 Inc. for their "TAN 3040 and Lighter Shades (IN on -White) Rigid FVC Exterior including the 1E ocity Hunwa= Zow- ghVel 2- Test report on 1) Air Infihntion. Test , per FBC, TAS -94 5) Cycbc Wind Pres-sw Loading per FBC- TAS 203-94 Exft-usions for Windows and Doors" dated 0915116- expiring on 01IM121. - DEsCRIMON-N. Series "55-:4701171,0" Vinyl Sliding. Glass Door (Reinforced)w*o 9OP& 135ae"ners-L3U. 2) Uniform Static Air Pressure Test.. per FBC, TAS 202-94 akmg with marked -up drawings and installation d iagaim. of tiqyl sliding glass door- prepared -5. Notice of Acceptance No- 1"712.04 iss-wd to ENERGI Fenestration Solutiow USA, APFRov.kL Docuw�-T- Dowing No. Rev B, titled LVicyl Sliding Glass DoorNOA(LM`- zbeez 3) Water Resistm4ce Test, per FBC, TAS 202-94- by Fenestration Testing Lab, Inc... Test Repoit No. FTL 9552- dated I'ZtU4115, signed and Inc- for their -'Bronze and Lighter Shades of Cap Coated Rjr'd PVC Exterior -NM-5-5-70.0 I through 21 of 21. preparedky manafac-unw- dated I W05A 5 and last revised on OMILZ 1, signed and scaled by 4) Large Missile Impact Testper FBC.. TAS 20 144 s�aled by Idalmis Ortega, P. E. (Test report revised on 0211 5,�2-016) Exh-u-sions for Vi indows and Doors" dated M' 5 46, expiring on 04116120.. - A.Lv=MM-ff P.E., beatmg the Mami-Dade of 5) Cyclic Wind Priessure Loading per FBC- TAS 203-94 7. Testreporton 1) Uniform Static� Air Pressure Test- per FBC, TAS 2-02-94 sued to & Notke of Acceptance No. 1"712.03 is6 ENERGI Fenestration Solutions USA, Acceptance n��andexpiration date bytheMarnii-Dade County Product Co=o],Sectiom 6) Forced Entry Test, per FRC . TAS 202-9-4 2) Large Missile- Impact Test per FBC,'TAS 201-94 Inc- for their"Mike Rigid PVC Exterior Exti-asions fey Windows and Doors- dated XfI S IMPACT R-A M G -. La rge a n d Sma ll Tlfis s ile Impac t Rf s ista 0 t along withn=ked-up drawings and iustallation diagram of -vinyl sliding glassdoor, prepared 3) Cyclic Wind Pr u-mare Loadingper FBC. TAS 203-94 08110117, expirin on 02;28�19. L-1 - Inc.., Test Report No - FTL 81,546- dated I I./Ml 5- signed and by Fenestration Testing b - along withmarked-up drawings and installation diammi of vinyl sliding glass door, prepared 7. Test reports No(s). 1 G-M-79K2(A)� 10-06-M0527- 53575-3-09. per ASTME-84- Limitations: L Seetablee I (-sheet 2) and table 2 (sheet?) for apphcab*,SGD- unit -sizes- design pressur�,es. reinf=eaaeats ty pes� sealed ky Idalmis Ortega, R E- (Ted report revised on OVD4/16 and 02M/2201,6) by Fenestration Testing Lab- Inc. - Test Report No. FTL �6638 (samples A-1 thru A-22)� dated AS TMID 1929 and A S TMD--6 3 5. isssued by EX OVA to Vision Lxlrusion for cellulosic glass types� sill riser (see table� B-1 & B-2. sheets 7-8) and anchor- layout sheets requirements in I I thiu 16. 1 Tea report on 1) Air Infiltration Test. per FBC., TAS 202-94 11 il 9/10., signed and sealed by Jorge A- C auso, P- E - (Snbwh*d tin de-rJV 0-4 No. 11- compodte material. 1 - Rigid Whire PVC. Tan (Non -white) Rigid YVC audBrowm coated (Painted or larnmaW) white Rigid PVC to be 2) Uu9mm Static Air PTessure Test, per FBC., TAS 202--94 9107 0 -4) (Sub7nhTed under.-VO-4 A-6. 11-0107.04) Z la�eled per referenced NOA's reqi&ements. 3)Watff Resistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test- per FBC- TAS 202-94 S. Notice of Acceptance No. 14-0916.11 isswd to KuraRyArnedca- Inc- for their 3- Egress opefable doors must comply with min clew width of heieht per FBC re-quitement asapplicable. 4) Large Missile.Impact Test per FBC. TAS 201-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 -Sena-A-Giasl (Clear and Mite) Interlayer", expiring on 0T0*!I S. 4. Pocket walls under separate approval, to be revieva-d by Btilding- official 5) Cyclic Wind Pressure Loading per FBC- TAS 203-94 3) Water Resis�tance Test, per FBC, TAS 202-94� 9. Notice�uf Acceptance No.1&1117.01 issued toKuraray.4mefica, Inc. forth& LABELING: Each unit shall. bear a permanent label with the manufach, M-!6� name or lop, - city. state and zefies aM 6) F nrce d Entry Test, per FBC I TA S 210 2- 94 4) Large MLssile Impact Test perFBC, TAS -Tro,4619- -11traelear. Clear and Color PI-B, Interlayerf% expidng on OTIM19. following staftmwmt "Miami -Dade County Product 0,outrcA kppro,.,-ed`, noted hffein- akrng with marked -up df awings and installation diagram of vinyl sliding glass dom- prepared I 5) CYC& �,Md P�essrtre Loadingper FBC, TAS 203-94 W RENTWAL of thisNOA shall be cionadered after a reneiAml Application has beenfiledand there hass beenno by Fenestration Testing Lab, hic., Test Rrport. No.. FTL,0547 . dated 12,04115m signed and 6) F o rced Eutn- Test, per FBC- TAS 202-94 F� STATE.11EINJS change in the applicAblebudding code negahiely af fecting the pefformance of this Product- sealed by Idalmis Ortega, P- E. (Test report revised on 02JI 516) along with marked -up drawings and L-tallation diagram. of vinyl sliding glass door� prepared I � Statement letter of confonnance with IFBC----,th Edition (2-014) andFBC-dt"Editiori TERA-M,�AMNof thisNOAwill occur after the expinfion date or if them hasbeen a revision orchange in the 4. Test report m 1).Air Infliftration Test� per FBC- TAS 202-94 by Fenestration Testing Lab, Inc- Test Report No- FIL 6337 �san4ges A- I thru A-5). dated (20171 mmed by manufacturer- dated M14 -17, 4wd & sealed by Lynn Miller. P.E- matedals, use, an&of manufac-twe of the product or piocess-ILUsuse of this NOA as- an endorsement of ai�yprodttct, 2) Uniform, Static Air Pressure Test- per FBC- TAS 1202-94 12,10640 ` --signed and sealed by Jorge A- Causo, P. E- (Subvi ined under.-VO-4 ,Mo� 11- 2- Statement letter ofno financial interest, dated 041M 7- issued by marnifacturer- signed for mles, advertising or my otherpuqxne�, shall autoxnahe allv term=* tim NOA. Failureto comply-W-1th ally 3) Water Resistance Test, per FBC., TAS 202-94 01OZ-6p) & sealed by Lymn MUef- P.E. -section ofthL- NOA shallbe cause firrternination and renw,.-al ofNOA- 4) Lxge Nfissike- Inpwt Test pef FBC, T-AS 201-94 3- Letter -of lab compliance, part of the above test reports. ADVE-RTESEMINT- 17heNOAnuabei precededby the woMsMarni-Dade County., Florida, and followed by the 5) Cyclic W- ind Pressure Loading per FBC- TAS 203-94 C. CAL CTILATIONS 4. RER- Test Proposal No. 17-0387, dated 05105,117, signed by Ishaq ClLmda, P.E- expirationdate maybe di*ayedin advertising literature.. Ifanypcidionof theNOALS display�ed- then it shall be 6) F�rced Entiy Tes� per FBC, TAS 202-9-4 L Anchor verification calc with FBC -ulations and structural analysis, compl- -2014, done in, its entirety along with marked -up drawings and mstallation diagram oflanyl sliding glass door. prepared prepared by PGT., dated 11`09.4 5aud last revised on 0 11 5/16�, signed and seal ed by G. OTHER LN.-SPE CTION7. A c o py a f this enfire NOA shall be pro vided to the user by 1he manu&cftner or its distnW tors and byFenestration Testing Lab- Inc., Test R-epoft No. FTLI 95�4S.dite.dll-'04-?'I,,5,signrd and AnthouYL Nfiller., P.E. (Subwiffed un der JV 0-4 lVa. 154210. #4 L Notjie of Acceptance No. 1-55-1210M, isstwd to PGT Industries, fGr their series shall be available fbr inspection at thejob site at the request of the Building Official. sealed by Idalmis Ortega. P. E. (Test rqi-W, revised on 0 VO4, 6 and 014M 6). 2� Glazing complies with ASTMIE-1300-09- "5570.C770" VinviSliding GLiss Door (Reinforced) - L. M17, expiring on 041+2 1 This NOA revises & Ttne- mi NNOA 420-0429.05 andconsLsm of this pka- I and evidence pages E- 1. E-2, E-3. E-4. /I E-5 & E-6 as well as approval docuinent mentioned abow- Isha q I ClLaxdim,.P.E� I'ShM q 1, 0121MdO, ?X, Ish2q I Chanb, PX� Thembinitted docutneaUtion wras reviewed by Ishaq L Chanda, P.E. Product ControlUnit Superrisor Product Control Unit Supervisor Product Coutrol'Unit Superrizar ;N'0.3. No. 21-0205.03 11-0:9-5.0J NOA TNO. 21-029S.03 NOA NKo. 11420-5.03 ExpirationDatei Aprill.4,M6 Expiration Dalet April 14,2026 Expiration Date- April 14. 2026 Expiration Date- April 14,20245 Approval Date-AAqrth Z5, 2021 ApproralDate-.1farch Approval Date. 10-11 Approva I Data. March 29, 2,911 Page I 1 -1 E E -3 PGT Industries. LK. CGI Windows and Dooj-., Inc. PGT Industries. lat. NOTICE OF ACCEPTXNCE: EN,'MF-N'CE SUBMTTE-1) NOTICT OF ACCEPT-A-N-CE: EN7MENCE SUB M.ITTLD NOTICE OF ACCTPTAINCE: EVEMENCE S 2. Evidence Submitted under previons submitt;d E. ),L-kTER1-kL CERTEFICATIONS (continne� 3. New Evidence Submitted 5. Quanex: Part Super Swcer Standard pompb�ing xvith. ASM1 C518 Muem-al Conductivity A. DKALXkrLN1GS 0,.881 BTU-inJ hr.-ft'-`F, ASTM F 12-49 VJM. -Pass, ASTM D3985; Oxygeu�Passi. ASMI E A. DRAVVTqGS 1. Drawing No. AID-5 5 70.0 Rev B, titled �`Vinyll Slid ing Glass Door NOA (LMY'. sheets 2190 I-G- Durability -No Fog -Pas&. (Submt-Ned rinderprinions X,0.4 IN7�. 1 1. Drawing No- 'INED -5570. 0 Rev B- titled "Vinyj S lid, ikp, G lass Door NOA M"- sheets I I through 21 of 2 L pTepared by rimnufacturer, dated 5 and last revised on through,21 of2l, prepared bymanufacturer, dated IM515 and last revised on 02;0t�'21. OV22120, signed and sealed by A- L)mn Nfiller, P E. 6. Quanex Part Dwasea! complying with ASTM C518 Thermal Conducthity 2-229 BTLIT-in� signed and sealed by A- L�mn Miller, P-E- hr--ft:�-"F, A.STM F 1249 1XIVIR-Pass, ASTM D 1434 Argon Pennmce-Pass, ASTM E Notc This revision consists replacemeat of same existing installation screw with flat hezid- B. TESTS 21V- I.G- Durability -No Fog- AST-M E 546 Dew Point Developt:uent -201F in 48 hrs- 1. Test reports on: 1) Air Inffitration- Test, per FBC. TAS 2202-94 (Vubry itted iinder MOA Xo. 15-0469-05). 2) Uniform Static Air Pressure Test, Loading per FBC- TAS 202-94 7- Vision Extrusions- Ltd- Parts compt�iiq, with PVC-AANIA 303-13, Voluntary Specification I B. TESTS 3) Water Resistance Test., per FBC. TAS 202-94 for Rigid Polyvinyl Chlmde (PVC) F-xterior Prof des for Vision Extrustom- Ltd.--VEX-1 by- L N_one_ 4) Large Missile Impact Test per FBC- TAS 201-504 AAMA Fenestration Exterior Profile Certification Prograin (,-Submkied under A50-4.No. 15- 5) Cyclic Wind Plesswe Loadingper-FBC, TAS 203-94 0409.05) C CALCULATIaNNS a I ong w ith ma -6md up draw ings and installation d ia gram o f all P GT Industries, Inc- 8- Vision Extru, siums, Ltd- Paris coWtring with PVC.-AANIA 3,03 -13- .1-1 Now - representative units listed below and tested to quagy Dowsil 791 and Dowsfl -991 silicones, (,Su#mi#ed under.,IVOAX& 15-0-461A.85) prepared by Fenestration Testing Laboratory Inc, Test Reports No: 9- P`VC-AAN1A 303-13, Voluntary Specification. for Rigid Polyvinyl Chlofide (P17C) Exterior -Extrusiom, D. QUALITY A S. SITIFLMN C E FT1,7897, PGT P-W55 20 PVC Fixed Window (unit 6 in proposal),, dated 09!03/14 Profiles for Vision Ltd--VEX-1 by A -AMA Fenestration F-xtffi-oT Profile L Miami -Dade Departnxnt of Regulatory and Economic Resources TER)- U) FTL-20-210-1,.I. PGT SGD780 Alunimim Sliding Glass Door (unit 7 in. propoml) FTL-20- Certificatim Progam- 2107.2to PGT CAM Alum Outswing CaserneritWindow (unit 8 m proposal) FTL-20- 10. Notice of Acceptance No- 18-1217.14 issued to Energi Fenestration S-olution, USA, Inc. for E, 1%MERL4LL C-ERTIFICATIONS 2107.3. PGT Y%7620A Ahmiinum FhEed Vindow (unit 9 in proposal) and FTL-20-2107.4, their -Yan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for L NOtiCe:of AcceptanceND-19-0305.0-27 issued taKurarayAmerica.lutc. fortheir > PGT PW76220A Akm3inum, Fixed Window (unit 10 in proposal) dated 07`131'20- at st d gne Window-s- and DGGrs-'.. expiriagonV-104,121. "Trosifoll Uttraclear, Clear, and Color PX-'B Glass Interlayers-- expiring on 07,108424- M 0 and scaled b�y Idalmis Ortega. P-E- 11. Notice of Acceptance No- 18-0122.02 issued to Energi Fenestration Solutim USA. Inc- RT 1 Notice of Acceptance No. 17-080&02 issued to-Kuraray America, Inc. for their their se Mis 4�:gldte Rigid PVC Exterior Extrusions for Windows;=A Doars7, expiring m "SentryGlast (Clear and Nklmite) Gkss lnteflayen"- expiring, cr4 07104t23.. > C. CALCULATIONS 3- Notice of Acceptance No. 19-1.106.10 is -sued to VisionExtrusimis Limited for d-wir-Brown 0 I Anchor v�ficahon calculations and s1ruchiral an*sis. compk)mg with FBC 7' 12- Notice of Acceptance No. 2"243.03 - issued to EixTgi Fenestration SK014tion, USA, Ine. for Coated (Painted or Laminated) White Rigid PVC Exterior lExtrumions for Windows Edition (202.R), dated 04122M, manufacturer- si prepared by gned and sealed by their -Bronze & light shade cap'coated White RigM PVC Evorior Extrusions for and Doors"'. expiring on 09,,'M'24� Anthony L�mn IMer- P-E. NkTiudaws and Doors". expiring on 04/16j?-5. 4- Notice of Acceptance No- 1,971,106.11 issued to -%,Tisian Extrusiom Limited for their series Glazing comphesuith ASTIME1300-64,09, -12 and -16. 'IT- 1000 Tan 202 and lighter shades Rigid Cellular PIV'C Exterior D. QUALM' ASST-TRAN-CE F. STATE-1%][ENTS Extrasions for Windows- and Doors7- expiring an 1 212-M 1. C) Miami -Dade Departruent of Regulatory and Economic Resources (RER). 1. Staternent letter of conformance to FBC 714 Edition (2020), dated 0+22120- issued by manufacturer ' signed and sealed by Anihony Lynn MUff RE. F, STATEMENTS E. MATERLAL CERTIFIC-kTIONS 7. Statement letter of no fmaincial interest and of independent, issued by manufacturer, dated L Statenxmt letter of conformance to FBC 71 Edition (20201, dated OD01,121. issued by 1. Notice of Acceptance No. IL"3105.02 issued to Kuraray- America, Inc. fortheir 0411 8112G.1 signed and sealed by AnthoinyLym %filler, P-E- mamifacturff. signed and scaled bry Anthony Ly=M111er, P-E. U) "TrosdoW Ultraclear. Clear, and Color PVB Glass Interlavers". expirin on 9 3'. Private Labeling Agreement document 6etween PGT. dated 0130.,115 and signed by all 2- Priwte Labeling Agreement dated 03Mi2l. between PGT Industries- Inc. and CGI 07/10&2)4. involved parties, Wiridows, and Doors Inc., signed by Dean M. Ruark, P.E., VY. Ehgiueering� on behalf of rn 1 Notice of Acceptance No. 17 -080:&02 issued to Kuraray America. Inc. for theu- "SentqGlas,* bothcotwanies. < (Gear and White) Glass Interhyei-s-- expil* on OW04Y23. Q OT HERS I 3� Notice of Acceptance No- 18-1106.10 issued to Vision F-xtrusions Limrted for their "Browu 1. nds NOA redses NOA# 17-0420.06 (PVT w,CGI) and updates to F13,C2020 (7& Editiony G. OTBERS Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions expiring 04, 1 �2 1 1- -1his NZOA revises & renews NQ0 20-0429.05-5 (PLA -w,1CGI), expihag,04-IM26- for Window, s and Doors".. expiring on 09;'30,,24- 1 RER Test proposals 419-1155 dated 01,`M10 approved by IshaqL Chanda, P-E. expiring 2. The current associated PL4L CGI file #21420,55.01, expiring 04,111,26. 4. Notice of Acceptance No. IL8-1106.11 issued to Vision Extrusions Limited for their 0+14 1- series "VE 1000 Tan 202 and hoter shades Rigid Cellular PVC U-j Extetior Exitimsions for lMmdows and Doors". expiring on 11129121- 1 � (, (D I I - - lahaq L Chanda. P Ishaq L Chauda. P.E. 13,haq 1, Chand2, P�E, Product Control Unk Supeniwr Produrt Coubv] Unit Supervisor Z Prodott'Control Unit Supemisor NNOA No. 21-0.14-19.03 < NOANI-o. :1-0205.W Empiratioal)ate� APM14.2026 Expiration DA%e-. -AipM' 14�10M ExTiratianDatet. April 14,2026 Approval Date. March US, 2021 Approval Da!t*- March zi, !021 -j CL Approval Date-. Marck !.--, 20 21 E -6 F -4 SHEET NO. March 6, 2023 PA 1.4 > 0 MIAMI- MIAMT-DADE COUNTY F O L_ _0 W 0- C 0 0- 0 PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA co -a DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208 t= BOARD AND CODE ADMINISTRATION DIVISION Miarni, Florida 33175-2474 T {786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE.- EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (3) =3 -NOTICE OF ACCEPTANCE (NOA) nDM.niiamidadegov/economv ai -0 Cast -Crete USA, 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 403-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 5- Seffner, Florida 33584 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details ", sheet I of 1. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details sheet I of .0 LL_ CU prepared by Craig Parrino, P.E., dared March 24, 2003 and Drawing No. LT4612, tilled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 61, & 12 0 M 0 > -0 SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12' Lintel Sqfe Load Tables", sheets I Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all E cD W 0 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24. 2003, Iasi revision #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last •prepared, signed and sealed by Craig Parrino, E., on 08119114, C/) U) C�L •P, Co C:) The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on = Co U) < Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and B. TESTS 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared 1. None. C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404,4, dated 04110103, signed and 1. Calculations Cast -Crete Lintels, dated 0811912014, pages 14,201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Haman, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino. P. E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig D. QUALITY ASSURANCE Ca. C_ 1. By Miami -Dade County Department oj'Regulatory and Economic Resources (RER). M fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. C, ca CJ1 C, CP W 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS ca 1, None. Zone of the Florida Building Code. 1. None. C-4 DESCRIPTION; (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER L Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Cr C2 9 CP z prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 201Z signed and sealed Edition. Parrino, RE, certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, RE, dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. K, certifying compliance with the Florida Building Code, 2 010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables". sheets I through 3 of 3, prepared by 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. 1. ,None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with L By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA, 1, None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None, the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1, By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None, I. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and ALL- E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 5�Wmy A. Makar, P.E., M.S. o5iMehuy A. Makar, P.E, M.S. C/Refiny A. Makar, P.E., M.S. Product Control Section Supervisor Pro act Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09111/2023 Expiration Date- 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Pagel E-I E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 1.8-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS CD 1. None. L None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None, ( D W F. OTHER F. OTHER C_ 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- U) Crete USA, Inc.,, dated 08108117, signed& sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117. signed & sealed by Craig Parrino, P. E 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- CC > DRAWINGS Crete USA, Inc., dated 06111120, signed &sealed by Craig PiPEA. no,A. 0 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet I of > L_ 1, prepared by Craig Parrino, P. E, dated March 24, 2003 and Drawing No. LT461Z titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I o < through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 0 1. None. C. CALCULATIONS 1. None. CD C/) D. QUALITY ASSURANCE U M co 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS < 1. None. O_ —0 F. OTHER 1. Article of Conversion for a name change. O L_ UJ CAlelmy A. Makar, P.E., M.S. flelmy A. Makar, P.E.,M-S, <Z (D Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date. 09/1112023 Expiration Date: 09111/2023 < Approval Date: 08/20/2020 Approval Date: 08/20/2020 _J E-4 E-5 0- SHEET NO. March 6, 2023 PA 1.5 I i 1 .11 � Ili, I I'' . .4l I., IF 11 iiil 1, , 11, 111111f .1, 1 I'd. , 1.1, i i, ki I , I'l 11 1 1 - — ----------- T-1 i I 0 I o''! III V I ""', =-��\ Z I I L I E �lll'i��a,, . ' InLLIT TESTING & ENGINEERING COMPANY . - WATTRR A- TTLLrr. JR., F.E. - -- ---- ­-1— . filteco@a(fIxorn III. P,U. Lirc,me -o 44167 .?L C,/L LL-M, W067D PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shuters; PRODUCT SUB -CATEGORY.- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: QWhALPr0hmt[QnF-rQd"9%A-Lr- 4500 S.W. 51 Street Davie, Flarda33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I 0 of the Florida Department of Business and Professional Reguladon. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivafent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: - 2.1. PRODUCT EVALUATION­DQCIJMWT_tp�E" Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tilteco, InG,; signed and seaW by Walter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part o Evaluation Report, 0101PUP'llsol'it L,p%%, ��R A, rk I ��,,. ......... / I ,;ip!�� ,)�i�� --- ��-#.,`,\CE I V"' - , r -* . V N,y�,,,:,?1,, ­� . ,�=------V----4---- ­ - -- - , j773-- k 44167 -', ?-- ----,/� 1'*1 i 7 ��4,.;�- � I I , - i : -* - :*f 11 � �*, I-- : I -, ,n , ­­Clj�� ,4�7. , O., "o, � _ lw� -,-I t0IDlU�.1.-,<-,, ",,,��6, 4 - I I I I -1 .... , 00 ... 6355 N.W 36th Street Suite 305, Miami, Florida 33166 - Phone. (305) 871-1530 - Y`6�140 HU, '. ffill'i Mo I T EPOWEND 207QZ73 (11 2 2.2, TEST _REPORT$: Large missile fmpact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports 9 96-569 dated 08�09/1996, #96-570 dated 09118/1996� #96-T30 dated Ogf2o/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattern, P.E. Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc,, dated March 1-1, 2009, signed and sealed by Frank Grate, RE, 1.3. -6*�RUCTURAL ENGINEERING CA=ULA1gW- , . On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and Ir accordance with section 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11103/08 and 03112115, signed and sealed by Walter A. Tilit, Jr., P. E. 3. MISSILE IMPAGI RESISTANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS RESISTANCE, 20 Gage Galvanized Steef Storm Panel has been verified to sustain wind pressUres. Maximum panel length shall be as Indicated on sheets 8, 10, 14,15, 16,19,25 and 26 of 26 of Product Evaluation Document (P,E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 1 0, I 1, 14,15,17,18,19,20 25 and 26 of 26, of Product Evaluation Document (P.E. D.), drawing No. 20-176, A-INSIALLATIQN: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26ot 26I of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8. 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. k%,oI�iIIIiIIJ1J,,&. ,N%�01 S 4, T144 ,'01,,, �� . �.. /,� �,I` 11� . I I I I .. / 's�, �, ,�..,.- 1 gz�� \ZEN,qe'%�P 1�� I - � .� \; - � , �' S I Z --�, - 7 36-A4167 -�, S "! =4 �-,- ­­-­-­, ­­T� 17/2-e,1*41 � * ' : IN = � ,,, / 1� -._�.- S-fATE OF .�`,9�1 �� -��- - P I;, .W- '-,O�,'-, Z003 .0*,$-�'-" .. -i ", F� ..... ... � J�rpz ,0 1�10,ff 810 � A IL. �: 0" "ItHolmmi,000, GENERAL NOTES: 8 3) IN CASE THAT PRECAST SIONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOQQ SOARDS BE FWNO a. INE I 213 GAM-GSAWMATIZI-AMORM SRI= CXISIING WALL, AW-HORS SHALL BE LONG ENOUGH to REACH IMF MAIN STRUCTURE REFUND SUCH PANELS I STS PANEL SHOWN ON THIS PRODUCT EVALUATOR DOCUMENT IPEO,) HAS BEEN VFFqFT.D rnp uOI1FUANC[ ;h ANCHORAGE S� RE AS MENTIONED IN @.Q AND It' 6,2) SAT ACCORDANCE "I THE 2020 17-TAI EDITION) OF T14E FIDRIM BUILDfNG CODE (I') la,0901il- -CMIN-SE! -Bt�zk..".! - ti�,64793CL,!i�­;� /,.. IT W SUILOEXI INC DESIGN WIND LOADS SMALL BE DETERMiWD AS PER SECTION (620 Of THE A90YE MENTIONED COX., MANUFACTURED By FOR A WIND SPEED A _ _ 1, , , REOWNTED W THE JURTSDOCTION WHERE THESE SHUTTERS WILL BE INSTALUE AND 'X - 414-10 PANELIAATE FEM-41 10 AND PANELMATE LUEF ANCHORS, AS MANVVAnf AULT B, UGO CONSWCTIPF, PRODUC ts �� LAG SeRt rOA, A WRECTIONALITY _ I EWS PER N D� FACTOR K4-O.S5, USING ASCE 7 -16 AND SHAI� NOT EXCEED IMF MAXAADH (AET,) S. 7�4 DESIGN PMSUK RAUINGS NWAOFID ON SHEETS 7 THRO 12, 11, 1!l, it, III a 20- - 1 6�9 � 5/'r WQQ0 aUSPING. AS 05FROLfTED BY ALL POINT SCREW SOLT A SPECLALD -,-,O IN ORDER to VMN THE ABOVE CONDITION. UL`4�11 DESIGN WIND LOADS DETERMINED PER ASM 7-TO Cl� MINWUM THREADED PEDICtRIVION MID WOOD OF TAPCON MCNORS SMALL BE 1 112- AND 2- " FOOD PANOX4TE PLUS SHALL RE FASTREDUCED TO AS-0, DESTIN W"D LOADS BY MULTIPLYING THEM BY 0 & IN OPUER TO COMPARE T4M A/ AAx (A,S.0) OESV� PRESSURE RATINGS INDICATED ON SHEETS 7 T4RV T7, 14, 15, 16, 19 a 20 AND PAINQUALE, FEMALE 0, IN ORDER -TO VERIFY INA1 ANCHORS ON THIS P Z C' A, TESTED WERE NOT OVER STRESSIR), A SA &"EASE N AUCIIIA&I C .2) MINIMUM THREADED PSNETRAUCH Or LAG SCAEV, 'MID THE WOOD FRAM.C: VATI, SHALL SEE � '12. No IMITEADED PENETRATION INTO STUCCO SNA4 BE CONS40ERED AS PART OP IRS PEOVIRED THREADE0 PD�CYRATTON STRESS FOR WING LOADS WAS NOT IJSO) IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS SEEN OETERMINED IN ACCORDANCE WITH N.D.S. 201B, C 3) UNNULI EDGE DtSTAWE OF LAG SCRM. INTO WOOD SMALL BE AS INDICATED ,N THIS DRAWING STORM PANEL'S ADEQUACY FOR IMPACT ANO WIND RE`�WAKC HAS 13EEN VERIFIED III ACCORDANCE WITH SECTION 1628 OF THE ADM MENTIONED CODE A-S PER HURRICANE ENGINEERING III TCEUC INC REPORTS St-50. 96-570 & 96-30 AND C`) MMMMUIV PENt-FRAT)ON OF WOOD BUSHING SMALL BE 5/8- 1/4' ­ZO SCREWS USED SMM,L BE I 1/2- LORC MIN4MUM FENESTRATION TESTING LAO INC, REPORTS #2032 & 02126 . AS PROTE)COLS TAS-Ml, FAS-202 AND TAS-205. SHOULD STUCCO EXIST AND I* MINIMUM FOR WALLS WTHI NO STUCCO. AS WELL AS AUUV.CAN TEST LAB Or SOUTH FLORIDA REPORT OD219.07-09, AS PER LAE, 201. TAIS 20- ANO - ENE 203 STN'13ARDS, I;, 5) $4 CASE THAI M.CAST r1QNE, OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS W FOOND OPI THE EXV1:T,NG 2 ALL �LIWNUM EXTRtUSCIIS 'O BE 60,63-T6 AF!CFY ANIO TEMPER. (UNLESS OTHERWISE NOTED) SET SHEET 2 WALL, ANCHORS SHALL BE LOW. ENO A' TO REACH THE MAIN STRUCTURE BEHIND SUC44 PAAIEIS� Ur ANCHORAGE 5KkL BE AS MENT04ED IN C, 1) C 2) & C 4) ft ALL ALUMINUM SHEET MIF-�AL USED AT CLOSURES -ALI HAVE 3105-HtIl ALLOY (0) ANCHORS SMAL-' PE INSTALLED FOLLOWING ALL OF THE RErQMMPNOAn(�S AND SPECITTGAMNS OF THE ANCW-WS MANUFACTURER � ALL --rEU­ SHEET METAL PANELS SMALL HAVE 57RUCTIIRAL QUALITY SIEEL. ASTM A-653 GRACE 50 MIM.Uv� G-Su GALVANIZED STEEL CCS4�IPON WIFY� SEI5 - (AFTER ROLLED) 8 PANIELS MAY ALSO RE INSTALLED HORIZONTALLY FOLLOWING 'WALLA" DETAILS SHOWN ON SEC�ON 3 VHRO�GH 10 (SHEETS 4 IRROUGH 6) F)CtEPY THAT WAXRS(2&Q SHALL NOT BE UV.O I &I SCAITEWS TO BE 57TMNU�W STEEL 304 OR 3'a .AV51 SERIES OR CORROSION .RESISTANT COATED C,ARSOLi P-M AS PER 9 It WALL WE THE RESPOWJsUTY DC DIN 50018 W/ 50 No YTELO SIXENGTH AND 90 ksI TENSILE STRENGTH & SHALL GUITPIL! Wi FLORIDA S,UtLOINZ- Com , THE COATIRACTOR 10 VERIFY THE 5OUNPATESS OF THE STRUCTURE WHIFFIC SHUFTMT IS rO BE SECTION 2.11 3�34 ATTACHED TO INSURE PROPER ANCHORAGE THIS SHVYTTR SHAII QNIY BE ATTACHED It) COKAE1E- BLOCK Of? WOW FRAME ii"LE"NOS b BOLTS TO BE ASTM A-N� O&VANTZ�EU CITED;, OR ATS1 304 SFR*�S Sl"IESS SIUL, WrM J§ IW MINIMUM *LFLD SIREWIH M� EACP, REGULAR STORM PANEL WON LENGTHS OVER W-8 THROQrH 12'-,V, AS PER SEOTIONS 6� 8, 9 III 10 ANV ALTERNATIVES SW, I E"S Sw ar CRY ON SH. "' 6 & 12 RESPECTIVELY, �4,40 HNVE A LEGIBLE AND PLA04Y VISHRUE MARAIRG INSTRUCTING OWNER OR 1 ANCHORS TO WALL SrfAUL BE AS FOUG.S - ' TENANT TO SECURE PAWLS WITH APPLXABLE 'NONFORGEMENT OURWIG POROUS OF IFAR-CME: WARNING I (A) TQ,i,N��.rlmg,12N,W-,S-QN%Izu-&I 11 THE INSTALLATION OCNTRkC,TQR �S TO SEAVCAULK ALL '31UTTER DOMPONENT a1,C'5 VHKOR REMAIN IN "WTIHA)"* 06,NTAC­r MIH - 1/4 " TAPOON ANCHORS AS MANUFACTURED BY t T,W WALDEX. INC (4., r­ZI S2 P,,I,,j) THE BUILDING TO PREVENT "14D/RMN INTRU90N . I /.' . , 7/a, CALI�-K AN(,'HM, AS MA0,YFACTURED BY DEWALT INC (MIN C-30aa p�X,4 , e -St � - I. STORM! PANEL ;NSTA"TIDN SK41 C014KY WTTR SPECS NOMATED IN THIS OMYORG PLUS ANY SULrAW, AND ZONING REGuUIUTONS, - I/.,0 , I SOLID 7 ANCHORS A' DISTRIBUTED BY AU POINT SCREW, 13OLT & SPECIAU f CC rM,' C-3000 p­,) -ROVIDED BY IME E 4URISfICTION WHSRC PERM11 IS APPUtO TO - #I14-IO PANEIL"TT FEM41 M e FANEtMIOE PLUS ANCHORS. AS NLANUFACTUNED W MCO CINNSTRUrTiON PRODUCTS 13 W THIS PPOCALCT ELALUATION DMUMENY (P,E D; PREPARED S� TNIS ENGINEER S CINAFRr- AND OOFS ILOT PROVIDE iNrOWALX,N ", r­,,"o I,.-.; � - I - FOP A SCE SPUZILIC P*OvECIF� It WHERE THE 51TE CONUMCJ45 MWIT MOIJ THE FIX!, /4"O CF TAP-OMP ANCHOFC> AS MANUFACTURES By RQ-FAST CORPORATION (!'c­36N p­I) � A 1) MIMMUIV ENBOVID4T OF IAPCON ANCHORS INTO POURED CONCRETE SHALL BE W CONTRACT TO M RVSPOWTW FOR THE SUECTION. PURCHASE AND WStA"nor, INCLUDING LIVE SAFM OF THIS PRODUCT 1 3/4': 2' PO PANELLIMPE FEMkE BASED ON THIS PfM, VPWDEO HE/$HE DOES Not DEVIATE FROM 14E CONDITIONS OVIMUZO iDN nim Occumm 0 AND PANEMALTE PLUS AND I ?/A- FOR rF TAP-ORIP A14CHORS CORS�5TPUKTTIOFI SAFET" AT 517 15 THE I ONTRACTORS RESPONS4511 IT, A, Y) CXK-H4 A, SOLTV-SET ANCHORS SHALL LIE EMBEDDED 7/8' INTO �E POURED WNCRM No EMBEDMENT INTO ill THIS P�ODUCT EVALUATION DOCUMEW WILL HE CONSIDERED INVALIQ IF MODIFIED SILI 0 SMALL HE PERMITTED 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONC MINIMUM SHOULD STUCCO EXIV, NO I" MINIMUM FOR WALI-S WITH NO �MJrCO. AND MAY W HEADED SCREWS OR AL, TIYEkM SCREWS W/O HEAD, td) SITE SPECF-IfC qMXCTS, SHALI BE PREPARED BY A FLORIDA RECICTERIED ENGINEER 09 ARCH.�­� WHICH WILL BECOME THE Sul WTTH WING P4Lrl& ENGINEER OF RECORD (E.0-R-) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR EFF PROPER USE OF THE PXV, ENGINEER OF RECORD, ACTING AS A DFULOATES EJI�INSER To THE A 3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAvERS, STUCCO OR WOW ECARDS BE IOUND ON �.I: OEO ENGINEER, SHALL WIWI TO THIS LATTER THE S,tir, SPECIrG VRAAYNIS FOR RF�EW EMSPNG WALL 0 FLOOR ANCI4ORS �MAU BE LONG ENOUGH TO REACH THE MAIN STFTUC7UP,E BEHIND SUCH 0 PANELS ANCHO SKkt BE A-, M :1 M, ED N A 1) AND IN k2) (IT) THIS PE 0 S1`U` BEAR THE DATE AND OWGINAL SEAL AIM WRATURE OF TRE PROFESSIONAL RACE F R I ENGINEER 0i RECORD THAI PREPARED IT (a) M-Lamftfi,� - &GQL-WkL-A11MS72D `I4 SHUTTER MANUFACTUIFER'S LABEL SHW,. BE LOCATED ON & REALLY VISIBLE 1OC,I,TLDN AT STORM - 1/4' a TAPOON! ANCHORS AS �JANUFACIURW fP, I I * 81PUD". INC PANEL SKIJTTER IN ACCOROMCE WITH SFCRQN 1709.9.3 0; F10MRA BUILDING, CODE- ,114E LABEL - W/4, . * 7/8' CALK-414 ANCHORS. AS MR4111GICTOPEIT BY DEWALF INC (Wrl FI-1500 p-) SMALL BE PIACED FOR EVERY OPCNUC. LASEUNC TO COMPLY WII�l SECTION f7a9f 2 OF 14c - 1/�'. - 4/4' SLFLII�5'T .001ORS. AS ITS71RBUTED EY .J PUNT SCREW, UDLI A, SPECALLY co FLORIOA, BUILDING OWE (MI � r-Lago PIHO . ' - 114N 0 W 'Firs DRAWING SMALL ONLY BE U I FWX1 10 ANO RANFU4ATE PLUS ANCHORS, AS MA FACrURCD By LICO CONSTRUCTION I PNI;I��PANEQAAIE , IS (MIN, V-2071 0,I,) OETTAIN PUTINTS IN THE STATE OFEVOLOTROIDA ,,,UUmHUJJ0#A* - �/4' . V TAP-CRIP ANCHT)AS, AS MANUFACTURED Ell TRO-AS7 CORPORATION ANI T *,P. �,-:-,!Q'h, 5 1,I MINIMW EMSEPOW OF TAPOGN ANCHOR$, EICO PANELMAt" AND OF TAP-GW ANCHOR, two fIIE CD-4.&EV , ­­� %r1r A ­­,�V-11, ----.-- FLORIDA SUILDIAD CODE (High V*(OC4y Hurricane Zone) - - '. - -%f - I BLOCK ,;1*1 SH-u BE I 1/." Z- . - �D ItmlXk � 4T .,* . 20 GAGE GALVANI?EG STEEL STORM PAREL "' S 8.2) CALK -th & SOUD-SET ANiCHORS SRALL BE FUSEDDED 71W INTO THE CONCRETE b.00V qNF, No EMEO �' , No 4,167 �. = MI AT Vit - I - � - / --.----- 0/19/n. INTO $'U�O SHALL BE PERAM170) '/4' 0-20 SCREWS USED SMALL BE t t/2- LONG MiNtMUN �IQULZ 5TOcco �' , �.- - �-- I GLOBAL PROTECTION PRODUCTS, LLC. EXIST' WD I` WINIVU. FOR ..Us "T. NO Slucro. S-G,. ­ - .- -- - - \ Ir - ��- STAI OF / 'I i, I � .p-. I - ���. SI - . , , 71��I;M * fAa1WCM0 ca -1 I�­ S,�, 0 I.. It 4 - F­ " , 20-176 �'. Z OR DIN ".' I J _ --,.,. FHcIr, f.,-),Ae--, -..,..,., I * ��.- ­., -"T .- ­. (A.,," - - C-1-1.6 ­ - s - - �A-00"119 I — I - 1 OAn ,,A,, A, -, ­,� - — I TEW. ",,,,0,1��NA�,��,��W�'�-- � - , - ­--i- "HOFT I . - I t&k, � # ­67 - - . -­1 FUN . I L.I. -7- I I - IN5TAMTION DETAILS FOR REGULA& PANELS(J) & JA INIQ -XSTING POURED CQNCR TRUCTURES . ..C., (WE WHEDU� am CONCRETE Aw� , V sMEM a -.0m, 0) � = SCROKILE ON - " , -- CONCRETE ANG.On S� a THINIAam 9) \ - - -- - ED - - - - - , 11 (SEE sommULE OII-11 ,, G �� CONCRETE ANCHo"ar 11 - r4'! EKISDAIG POURED \ � I . in Din qc,couuE ON I --1 . - 1 i ��,, 11 - I , 'I, -­ i 1 341 "; � - wm� SHEETS a "OL00, 9) ; EXISTING POURED - - ­4! " I,Z' - CONCRETE REDVIRED, --� - I - I -1 CONCRETE REovmw� - iit, ;� -- I - - � - I !;.w ,�-� = I � i --, -r �L�� , 1,1` � :��,.�,'--�","�-,-�l-.-�."�',I�t, �------ - - -n �:-4g V.- 1 , I - - - -, I �R - - 1. I k � I -1 �, 0 r : 1 11I`V4 I, - -- _j ,/4 �7', ­ , I 1 ­4 ,a � -A L -_ " . I --I- I/*- = - I M­ i -- , �1� I, I , -, 1, �- I- I - I - - " . 1, I - - I - , I I i I I , ­ -1 � �,z i ­ ­ .- --- - *'Y UT51.00 - , - . I a �Iz ! � � a COAC'm - : I � 1"�, ! I 0. - i - - �7R - I EZ, ,-� nou'RED � I I I � I DUSTING POURED E I - - % 2 , 3 ­ I'll I ! - I : 1 il CONCRETE REOUIRED.� � - � � - I I : � .1 11 � I i i i ,�, S �- , ��-'§"� - i 6 � 1� =n � I � I �-4 " - ", I I I � � i �­­%,� , �- .11 � =" � 9 � I "'Wo Is -��� DIM 9110 . 6 � I I � � : 1� 1,, 1/1 . � � � �*Zq� 0 (i) 8 N. =a - i I 1 III 0 . �� I - - iEr" i �011 J . .I. � , t. I- -,. Xg- ! - I SEE 5>wu : (�� " I 1- i , -, I � � , III, NAr, 4 - r, 1:,,��� I- �' ='n-) I � - IMIAMAIPT � I M Q,CA, : - " , I [ * i - --- I , V V � i 10, I �, A I I ! � I I � ! � -- I A . � zg�q--J i N � 9 ! 1 I I , I , . 1=�", ­ � I 11 ; 5 � 1-(D I i I ; I R ; . � � : t i I �I i ,Q6, - i 1 i � i . I I I I � .. t 7.� f � I Iti Ili - : - 1 7'reapr 7-77 I- - I I ; i 9 \77 7 177 , ---'I,— : # i :1, 9 ! � I ,-I Tr 2,*,. Ii '­ " M� EA;. I I � I I A - -1 - X �I.N'.:3AI � I I : �� A k*'-: - 1- - . � - I N I , � I 1­3 � , . 1� - I , 0 ­ .- -1 4 - ' EXISTINr POURED E 0 �. I � ; g r I'll � � I � . � 11111A, I E '-� 10- 1 ,2 qr 0,, �- I , Ir at � - � - 0 1� 1EVER'". ­TE OR -- Z". - ; I- , :, EXISTING POURED �- CONCRE a - I I CONCRETE OR - � I VANI SFAD 0 1 1 , \ � CONCRETE - : L." � BLOCK - ; ;1 I � � REQUIRM 11 - - '2 ,/?- ,rc. � CONCRETE SLOCK " � ,� CONCRETE OR W� SU00( I I REQUIRED i �i ki-,- -- - , C- , -- - , - " . � : -� �, 11�1 � - � --- - REOUIREO I C -, I -1,� . , 72- 7V!r 1 , �­ , � ­­ El�� It -I . �1­ � ." :�,­ A , , I ,� - - '' of � �- � i . .Z, � ,.�- I 11 . I7 T 1 - F9 ,,-,. L--,�­,, - --- I EXSTNG POURED � -� '. , ­' Ukl. r- 1, M11- 1 t , ­ .-- CONCRETE � Y­ "'. -W -,/..-. - TIT ,fm -',5 ----r-- W4 . 1�:. . �: I � � - ,�,� 1I - , SECURED 7 1� CAT ­*Yloo 1 3/ , I gI��t,�. . CONCRETE ANCHORS, : ------- F O- . - 1, � - r" ��! � 4", , "?m --- ---- ,.- CONCRETE ANCHORS �� CONCRETE ANCHOK ��, ?i� CONCRETE ANONIft -­ % a fX-'1,-- r�m� W/ s,uo - � " -4 - - (Y),- (SEE sc 011 - , CSM StREDLU 0. �,�,-� k;-. Isa SCRUTIKE ON' -�-! � - . 4 � (SEE SCHEDULE ON SHEETS a TmRok,- 0) ��` SHEETS, a THRWGH 9) I- WEETS A THROUGH 1) SNECTS 8 THROVOK S) 1 I ftw 0 CEILINQ - I . ALMNAM M%K MOUNTING SCALE S/B-11 CALE 3/9-1- SCALE -1/a.11 SCALE 3/S-T- � - --- - ­ � 1 -- � -- , ­ I i 4 A E, ED, EDGE DISTANCE ,a =I I t, SEE SCHEDULE ON .. - I IT' I i SHEcts a & 9) I 1- . I I 9 � i i -� I I � -R 0 ,CTIONS: I I . Ske . I I � � top & 80TTOM MOUNTWGS CAN BE - � ,2 G,7- tc �, V ,,,%4U0HUJNT" COMBINED IN ANY WAY TO SUIT ANY : � I - ,,,1AH,,,EFk A,* i;7"VoC�., INSTALLATION I I 1, -- :W77- -7 � 1,T1 1A \1; . . ... .. , . & , .. - , � � . , . .., 1 7, -7 ­­,5, , ­7 ­­ � 0 4�. ..-A- � � - �, � 1, .. � �, lIV77777 - . . Z� , . �� - - : � -� I . 1;� FLORIDA BUILDING CODE (High Y-locity Hur come Zone) 9=l7aN""` -�3/4�- - I I - : . - - REQUIRES. - - ---- -ED- - 1 *..' � = -" TAFEW, W. 20 GAGE GALVANIZED STEEL STORM PANEL I CONCRETE ANC14M " � , I . * : = � 8, 5, Nm.s ON - 1 -0� : *E W'... LHQ: OF- - - ar/lw� SPACETS a I,"" 9) .R, , * - -, -- / — GLOBAL PROTECTION PRODUCTS, LIC, ,,,- CEILING A OR I 13,0�-�,. , -!:-�-, / 11LIETOm. \ 00 D % '. - Iwo 1IMI 11 TMOO - � = , �li��,4�2� IkM . cm R.0 COMPANY Uwlc� n- =. -, - 1� - M.A-154& F�'(MMJMW­TU,U` 20-176 joN 2A U2 SCALE ,/E.,. ."t I.. I 00 -ft0l, - TIT C 0.,OH, aK:. WITTE SEAL,1f0WWUFtC/M1E ,00`4y, 4'Ll P.C. , �: - -*w t.- 14167 � =�P �—�7-1�- � 10401 4 or " .=. ,� I, .____Vk2M I i I I RRQDIKILYALUATIONREPORT NO. 20-0721.01 3 6. MATERML CHARACTERISTICS AND PECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P,E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P,E,D,), drawing No. 20-176, 7. LIMITATIONS AND CONDITIONaD! USE- 7-1. Shall be strictly in compliance with, General Notes No. 1, 8 thru 14, indicated on sheet I of 26, as well as General Notes # I thru 4 and I 1 thru 16, indicated on sheet 21 of26 of Product Evaluation Document (P.E,D,). drawing No. 20-176 prepared by 1711teco, Inc. and signed and sealed by WalterA. Tillit, Jr,, P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620,2 of the Florida Building Code. 7.3. Product shot I only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillft, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ,%1410014fP41", 0' ?, P. T14 '�,*. ,,1N1, �X ­% I " W N, S;.- ---, " .. ��En&` 4'- �, ip % - SP ----- - . " I I � j=:S�­ 44167 . - <::_�­=:� _. .. = 1­=- S-*'­--:��* I .*1 ' . Z 7tM��00w*--o_"-. STATE OF I, ,t , � -, �- - -- ,� 1. ,`40RI�W�707,.- . '. , -l"O'�'e,9 ...... ­­I;0 ,o �";",%Nw� ,�,,I` 1")I,JUfUI%II%00N WATILL Di', T11 TIFC0 ADMON RECORDS A P. E. REPORT-20 � GLOBAL PROTECTION PRODUCTS, LLC L 20 GAGE GALV�IZED STEEL STORM PANFL`L OREM # 20-17$ k REPORT # 20-0728,01 /--r--" X I -0110011101, I I LIECO iN TILLIT TESTING & ENGINEERING COMPANY WALTER A. TIG1,1T, M, 111, fiftew(§wIxom PRODUCT EVALUATION REPORT IN.P.17 TA-N� 4416T F1L�.A.L1­11-NP3-X)6?J9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCTCATEGORY: Shutters PRODUCT SU,B-CATEGORY- Storm Panels PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protec r 4800 S.W. 51 treet Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Re -port issued by Walter A, Tillit, Jr., P.E. (System ID # 1 906) to the Global Protection Products, LLC, Rule Chapter No. SIG20-3, Method ID of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has I I , been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code, This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2-1. PROQUCT EVALUATION DOCUMENT (P.E,D)� Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANELI, sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712712020. This drawing is an integj��!�10§,Qls , Evaluation Report. ,,Ox ,,kt - . I . : .. �z Z 3"'. -7 6355 N.W, -16th StretA, Suite 305, Miami, Florida 33166 - Phone: (305) 871 - ENsi%!��`-- ' ' * W67 ... * .: * -1531 COMPONENTS FOR REGULAR A LIFE SAFETY STORM PANEL� (SCALE -,/2-I-) - ------­­ ­ - -- - - I I 1­1 � - - 15T96- VOT& WIDTH) - - I I . ­ , � " ­ -, ­1 -17 - - - ­ -- - - -, 15 196- (TOTAL Wlr)T'4)- - -- ,- - L - - - ­ , ,- - -- , - - - - - - - 12-SW (EFFECTIVE WIDTH) -- - ­.- .1 ------- I I I --- ­­-, .-,---- - - 6 1/4" - - -- - - ­ ­­ � --F.�o- - -,"".­ , " i - I - -1 -, " � I " I , , , 0 � L�� " ,�,II�� , I � I I I - CA") \ 21651. :=.". I,/ " i,N //:=Z-+-�--5-,-\-1L F : � - 1'r, -- ; I 1-1100, I If", N , I Yl I . ----- -­'11 " '-, .� �­ ,�G, - MFI I --- - - I f - - --- I I I I I 1 --I�D50­ ", I I I ­ . - T, , �V­r­-< . ., . " I I *1 �Sirr \� 6.250, - ­.- ­­ ! I soo, DASS" WIN� TRICK r- 1.35D, ", '� � ­ A, ,- QAINAWnD STEEL I- OC , � � �,*- - 7 N , , ! , R -v ' 3 A, .1 ME 1 I 2ODO* - - ryp i 4��Z -D \ .­�'�L .STM A S" \ \, / I - ,// 2100C. / terGML , 1 .;I,�/ 11 TYP 4 I � t I -, --"Emw " .1 I , AT I, - wor =;Z*W �, , I S ly O-W CAL". , " � . 47 [ �;, \�--, , I'mm "­�, " - W -6w. A , F � ��- � _ _ _ ­31JETAILEC" -- - ------- - - - ----- I i . - I - - - �m/ - � - � - - -,-'- � -� - --� .350' - - - , - -6 ?W------ - -- - - -1,350" T SIQ811111-RANU 0 END STORM PANEL ,- - -2,1W ,-" - : 1. I � � -­-­.­-- - - --7 , I FAAIn'S DO LIP -, 1 1 W/ MIEKAIAED wal. ,11 I � ,�, , - .- , I , f-250; ,,,, I . . 1( -�., - .,M. " I I - � R. 0. 2.107' -I - - ft a . Too 125* 1250 .=. � I , I -- 3W- 1�"-20' ,/4,-20. �12S, , SEWS XH` SOREII :- ­L25 TO, , ,a, - L5 SS STUD MY, SX, STUD � - 2 , ,�'. A- "G,--1 - //- - --`;�-�-g , " , ", , .6 - ,,,-_I ,-- -i'..- , ,�, , I JW� r­q, - ., ,,-, ,� 1008- - I ,CUT - '. , - ­�;��, S�37�i - k -', '0193 - - I � "I , 1 .093, i . 2 ow , :?9'r i 2" I ! 1.56C. . T1 ! ,-� -,,�%-,. TO 1 11 I" To �2 owl�sov ----j , , � El--- ,,�, -i2so. `�` � I " ��- i - � MWMEk, 00�: I 2125' - " Q 0?S I I On. , , 'S", �- t Ily/,J, � , � &-- � , 91 O� - ,"a - i­­ M. Iwo , I_' , 475 I,,P5 - - � -, I . - - - I 1 k I I t�!E' I 5' M." - - ,, ­ -- ­ L ­ ­� i � I � i 1 I I i �- - - �11500`- IL � 'J ��, �-- . (3) AILL At ,-. I'Soo, 130REMIZ MON DIIAIL A / LI­-2.000, W: ROUROU) CORNER a ENDS. OF PANEL'S X A. - ­1000`� � -- END UP W/ HEMMED EDGE� ie� �111� "`-� @ V-BEAW (�) ANGLE (�� ANGLE WITH STUD 4 ANQLE VM (N,T S) REYERSE MD I- VARIES � Sa SET - C.-i 1/1 A A 2/14 � � V : A q � -374' 0,344' rYP TOP EDGE - 026' - - - I �3901 OF PARS, 188'- - , I 1 -3 I --­ - - . - I I ­� - - - 1.40-, ,,, / �- -� \ f P --- - ? I.- �--,,­ "�� I 5' �371' ,w "-­:-� I -31a, .1 11 F --r-4 - - -- I ­- I I . . -� ---_I -, M, - 1 125' 1/-'�20 3N SERIES - - "S S STUD* OVI TO I !P;6! & 12 ,12H OL I '. - - S�:51 `Z ZOO` I+ . --,-- I - I rr- I 1 67 . ­ I - , . 1. "I 5- I k 06 ( .143 L---�-,,�.,-- 11 I - I I ,671* � I ? %.Pl I 01.1, t I I . - I - f---, Sao, I'll 1 - M,1 401E FOR LOOK7" AT EVERY PANEL 04MAP ---- .957" I -- I I I I . 1 ) "080 ( � I__ ____ I I 7iw I I 7.000, t - "" =* (�) KEY HOLE WASHIER ,L - I -- 2.DW'- - --.;ii 0 � ----, - - .OW ityp') - -1063' /-_,\ . k��) F" TRAr,K ANGLE (4 3X *E* JWY, T FLAT PLMED 4 I DOW (W�.) -� ­084' � 1-­11 -� - WaH SIUR : ... 15' 10% - : GALVMIZED STEEL I � , /'-�- -- --- ! � - - , " i I .375*0 1 "' , ,W. ,Bit -I; I , 411, 'Ell" I � N /-) 13-4-0- V,AEU1UT1fthN!Aq I ..I ) "V 1;� N, Tlu:�S�. , 4 / " ,�ii�W.4N � , . - 1% ,� � &6--' . , , 4t ; I. ',� L­L�­ - ­-J ' 'f ", I ! : - 4 T 375' � - J I I_ ,' NO.441157 "L -,AUI-,- i -. * .*? F = *-, : - FLORIDA BUILDING Coot (High Voloalty Hu Icons Zarre) I I ------- T,2601 I- .-- =, � I , D,--: -- -'-Cn-V7ZNUT ,FBI ==. STAIT OF- -1- - i-- qO II- -.-W c2m PLIM, W- 20 GAGE GALVANIZED STEEL STORM PANEL 1p � --- ZODO'- -- 0+4 -,--- (�� KEX HOLE I-- . � gov, ,-­;�--,- AT PANE .- - - --,Ae­­� ­111 1-:I, -- / - — /T1 `=rEC 0 , �.. 1-2tn —I, GLOBAL PROTECTION PRODUCTS, LLC,. ', ALUMINUM ANGLE ALSepm-may. USE V,w NUT */W MONDUTrK wAsHm W/ AoW*kAL ftimmu"i", rllt-��-,-Zt> . Taw TCSTWO . amoarmso 0aWANV -- UMl--Z=!1jr.1111%11I"` Al" 'LIN. 51 STREET M MI. 20-176 PHOIIIL CASAMW-154*� I& (161)100� - 7/8%3132' WASHER WANUSS S'm 0. �Er PLITM STEEL). -A--,L-.--- - � CA-MM I nm� ij V, P�r �, - f - � �. I I - I,- 4 W - 1`11 - I - - I I I ttISTALLAIION QEJAILS - EQ& REGULAR PANELSa - & IA END CLOSUMAKAS FTIR "I'll ­11 ­11 --- 1-11 IN92AUMON IN P-01W QQ4G@M INTO EK1511N-G POURED CONCRETE ORR CONCRETE ROCK aTRUCTURES 91M I= OR WOOD -W OR PANELAMTE FE"Ll I% I IF PLUS OR a TAP i SCHOL'UE ON SHEET a & 9) 00"CRM ANCHM 1��,", , � 6 rj,p ,;�,,� " "`�- - CSSE SCWOLLE ON , -, ap, �. I SHEMS a THROUGH � D FOR KQ& UEE SAM AND E-Z RAW STM fflfi,--!�(M I I - T I � , I I , . I 11 - � I ­ 71-". - F"QW, . I 1. - ­141 F r�--J - I,'* - : ,�., .-- i � I ,/2. I I =i Ak - , V LL �'1­111 I i I EWING poumqp : . , ­ I DONCRIEFE .." - �, f I fmwmm ". i . � 11� I �- �� , i � ED -�. : ; I , L � , ; ,� I i �­ - . E"P. ,, " ", . ­� . , � ­. � II� I I - - ­I-W_ .,q.-__ -.,- Ii I ­ - -I - (A) E* , 1, � ­., ; ��­ 1 (jS , i, - I - 7-,L�—­ i ,, - . - I / . ­T - /7 \ i. , I - - I ; /,-I ==% - I r - 111 -) � "'.19 — L--M-* - - - �, ., � I i � , , I � ! , , :; I � `. -,,-, , �-, ," - �,� ,,- 'j,"; � . , % �, . I [ iii I � tgwm I : @ I I I , � � , I � r.", I � _ _� _ M-1. OF - �Zl L . `II0KI` 11 - I r- - , I" 11.1 .1 ,,,, ­- - ­ ----- -­ I I I 1 0 A I !:qL 1 .I, CONCRETE BLOCK : (f," A ­, . I -- - - - . , , " - � -, - - - I I . --= \ , � i 6 REOURIErL I � S I - / � ,- , - - Il- 1 i I � I I Q�Poba - - - - I� - -il -i 11i 1 ,�I; " -- - !I � .- � I I a L , -- ­ - � � ­1 , J .1',`,1:tI - .f-, --AMAA :- - �r -11 � I 1 20.1, "I ; T, -, Wr �. i'," �, � ; � 1� � I �i (PLAN) A 0- I W i =S­-4. - 1 � - SCALE .3/16-l' =`� , �, - I -- I" IRV-. 0,IY I 9 I I "I M" --ft" . I I Tr I I 9 I- I � 'I, .e . .1 =.,r 417, 1. I' , _r. -FW' - FA - -,,,e��­ Ate , , L,,R � , , KAOA`.,,,.��., Ate � , 11, .�* � - - - I " " SOAAIo,AA, i - n, I ,:KAAAA-- �1 TP - i . I, d i 1) I — - - - I L- "M" (qD PA C96, 4 I . -­',� . 'HAI"T. ! I I I I . I I i I . V- - I ;/. J i - - - I. I - ,:;.; Z. IT - Z 1 =­ i7=�- I ; . I - ..,,, .t2L I - --/," ,,-.� - I 1�" � - - � 11, , -�� -�� ! . I ., I � InIo 2 U­ - 1, I C 1: , , ". - 4-1.1 - , - I 4 .1 I . ,2 ,/2- .. I . ..... J).0 ,- I, t . -1 77 - - ;- 7H!T7, 1�-11. I I �, I I : I/, " / -,- - -- - . � . � : I I :' . I I - ,:w � , � / - - ­� DIISRIG P&.*M E 0 ,.., I --- , , . , CONCRETE OR �, I � : " : I ( ­ - V-.. - - - I � CONCRETE BLW. . : WOURED �1� I I I I ED X� 11 EXISTING POURED - , i I - - I a CA!Wposl CASE D (PLAN) ,11 , in ­� � � CONCRM OR - � - � , r4;�- - - - - � SCALL 3/iG.T, - lrl�� F �-! ( I ' 1­1-1. I � COWNETE BLOCK i �,'� I RrOUTRED I � I -�z t 2- 1 m7vn�� 11 -- - ­ i� . - M:;� - ­­, - AT §= 1 "=. 1 CALK-1 OR PA%&n -�,,� ­ I ­1 - - . Yr 'EMALE $0 ANV ANaVA :,,-, PLUS OR OF TA.-ORP, � CoMOVE A-C"Oft 7 � ���2 --- -, �; -, -- �� 4) 1'1��, I - � " "' ',' , .- , ' L � "'. ,�. ` -1 - I I �\,�, , , ;� J = - v-=w �. ... - - '-'-' I W= �..= I ON M SE"W'" ON SIREETS a THRONAII, 0) " - + � ­ - -- I it p WA '-" W" BUILD OUT M iiiiii1mg I ., R — I/ ��Miill.) - I 3 - Z I . I- - 1== *`­ I -,", , , IXL -,,I,,. SCALE 3/8I,i � I .01- A ,�'T` / \�-, . = 44 ­­ Em,�GE,tSYING * NEW I' ,� 0P WIDE A VAL-AM . 1/�7 F D. -( EDGE DISTANCE � I 01.9 I -­. AN, 00W " M �, 11 rHCN &ON TUBE OR I' . ­ ­ "I m5rwc SIUCCO/ P T WOOD PtAlt SPAM -1 1 .1 --WOOD SANO I SEE SCHEDULE ON I SHE E 0 & 9) I . ­ , ,� SCALE 3116-1- -1 * I I?,- � '(D ; I : I NEW I" WIDE . VARIES , 1/8' - - - " 1� ALUM, TUBE 08 F' . VARIES I : ,- WOOD PLATE EA � .1 , ;,,MIND TRACK . -,� - I x mwtm - - I :-`1--- - - . i Amc �� � -,m `," , I I =IBM: TOP & BOTTOM MOUNTiNGS CAN BE COMBINED IN ANY WAY TO SUIT ANY I CAjWD�Nl . . - - INSTALLATION. . I (SEE SONSCuu: om , * K -1 SHEETS 0 THRounH 9) !,-,�� - I r... - "I f I I I IT I�T lz�t �L= I I -A A T I r .. .. ".. I - �J= =" -11�r-.­ - EXIS.- I-- , I .,. Iic o,"'at, ON - - - - NAAL- � e 11, . EIV,r--4--- . - 7'r. - - ,,%- $AAM HVIlHI 70 W 11 - I I . CcNCRM BLOCK , - EU,AIL . aww" I- -- � � - - A41aO TIL'Im � FLLORIOA 13UILDING CODE (HI9t V,I,c�y H - come Zone)l . StcvI IT . 9) 3" M.. i REOUIREo 1PA.r. - = ., 44167 ' S * 140 � 20 GAGE GALVANIZED STEEL STORM PANEL 'r.., _ x1iIA SEOON X-X SCALE 3/18-1- AT TOP OR 3 ztir� -, . - GLOBAL PROTEC LLC. -1,nlw" * = � - ,:� i � �O* �E>+-S��- TION PRODUCTS, 1� -�p � *. S OR- - - \ 'I" - �E­,I­ ­­" / 11LIECOmc. \ DETAIL EOR SPACUM REQUIRED .. ­1 TI' 11 - � I - 1>� %.'11 RIDIN A "I <�Sill �ji-�,;�-� sill 'e"K, S...." SMW ,6 TMmAAX . E, �L =I- F!A-"," A. - . Co��" COM PHtIIIE, OXHIPRIN-RHIL 'At OWIT)WIS-LOW 20-176 � , ". ­­ - - I '%�;41AIL , "".At'le, W. O" ". , �00119 , - - I - -I .d� I - ORNI,04 W - -�. I - ��vW.,/%KmTvRr�%Te 1111001V W,ALTM N mug ", P.0 i X64 - I L - - - ;W - I - , - ­ ­'r -- ----'-I -- -----A.Ma�l I PR0DVC1E1�ALI7AT10NREWRTNQ. 20-02nM 2 LZ TEST REPOR Large missile Impact load tests were performed under SSTD 12-99 standard as per section 16091.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-Ul dated 03111102 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and seated by Edmundo Largaospada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Flords, Report NO. 1123,01-10, dated Noventher-23. 2010, signed and sealed byJulIcT E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P.E� as per ASTM P-8 and Tensile Test as perQC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed and sealed by Jerry Jariofano, P.E. as per ASTM E-B. .3, STRUCTURAL, . QINEERING CA!& LATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by TIlte0o, Inc., dated 12M E1110 and 08127113 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESASTA ­NCE,� Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. .4 JA %NL � �IT N �CE 1 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 1 1, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thra 16 and 1 8 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-09 Standard. IPA 'IlmiliIII11"t'. ';'� A, rlt��4�N� -�, , A0 , _11.3 . I. I - I , - I I, .. , .. ,$%, - - . i, -, ,0:t� '­')�731!kyj ... , � 3= 1----Z�i—�- I 1. "t -- - , � - ­ ­ ­ I-,----- -,`E�.-'�O�-"44 67 -� - � /= ,- = 71/z, -1144�#� * " * � - � = / / S -', STATE OF ,.`­ Z I r -A'. , $- I . ,'A�1- - I."Z 0 R V", .-A,Z � ,� 11 * ,P ....... � .,. , " , "';*'If 61 0 N A k, 0 4 "" , '110111111m,011, -6-i a) (1) I.= (n I -0 — CU > (3) = 0 - ­0 ZKMETRYALVATION RFF9-R1ND--2C-Qn= 3 C (1) L- CL = 0 0 a) CL M -0 L- a- I INSTALLAADOW Installatlan = im -I.- W U) - (1) -=f shall be performed strictiy in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document(F.E.D.), (D 0 -0 — 0 drawing No. 20-175. Minimum separation to glass shall be as indicated on 0 -0 -0 sheets 3, 6, 13, 14, 15, 16 and 1 8 of 18, of Product Evaluation Document = 0 — - E a) (P.E-D.), drawing No. 20-175. 0 L- cl C 3: c = - 0 -2 Li- — t -MATIERIAL CHARACTERJSTICS AND SPECIFICATIONS; M (:) 14-, M ,,- M Shall be strictly in accordance with General Notes and Components indicated on U) 0 > sheet I and 2 of 1 8, of Product Evaluation Document (P,E. D,), drawing No. . L- 20-178. Cl) (1) U) L- -4-0 M 0- Anchor specifications shall be as Indicated on sheet I of I 8, of Prod Uct = M ,0 .- C -*-� CL < Evaluation Document (P.E,D.), drawing No. 20-17& �- ­0 . U) 7-MMITATIONS AND CONDITIONS OF USE: 1 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (RE.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. T-111ft, Jr., P.E. �-, 0! 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620,2 of the Florida Building Code. C". � i.--2 7.3. Product shall only be instafied into poured concrete, concrete block, and 41-ID. 4-0 wood frame structures. ll 4 Product Evaluation Report prepared by Walter -A. rillit, Jr., RE, (Florida License 11LO." No. 4007), President of Tifteco, Inc. (Florida CA-0006719). Z = 0%%10$11104�1% ::3 a ,#k V� A, N 1;�",%, -9 *= I o%" �-� I I - I - I I - "; �,, im ,;$ *v I . I . V Is 1:10 W -- .I \r,aN6,­. ;? 21 Z - � -�� � - I N r "'. = -, - ;--_�,-----,-- - 11 CP � " :: 6 Cn e . rlt C5 14k#_? :*= -5-11--, ­ * C- . _ . = = WAnLL .11 .�iI - I - V D--ITILTECO ADMON RECORDS ii P, E. REPORT.20 � GLQF6AL PRO , I ANg §� , � _; 0� VA6, Q N P S, L AGE I I Z , . . �, - GALVANIZED STEEL STORM PANEL\ DRWG # 20-175 L, REPORTO 2M72Nh .1. ZOM , 4P . . "" , .!2 Xi . I Cn M �", 9� ., 0 �� ,,,, 4n 30 . ""IZ, , .�IXL . I" .Cc ,,I,, I'lo"HOOR110100 ;� r- !! , a- III, r- ,!! F- -I . 3 It W W cr- e ;i 39 ,,, JP IW " V .3 15 % 4= mw� co ", zop `91.= W � 9 C9 0 2 I- mi [ —1 1/4, 2/4. 3/4, 4/4, 5/5I 7/5. 61W/10, 2W/10, 3W/10, 4IN/10. +6/5 5W/10, 6W/11 & 7W/14 y WX AMCHORS: FOR CONCRETE SEE SCHEDULE ON SHECTS 9 & 9 3' WX - , � On �­ ,- ­­ - ­ FOR WOW SEE SECTIONS CIN SHEETS 10 & 11 ­- -- - ---.,_ I' MrN,- c I -­�- - - 0 '1� I 0 - 0 - -T--,-- , -,,-- (D. (D, @ + --i "- ­--,� f­ -L---� I -- -- -­- -! - � - -'17 " -­-­ --- I --- ,--I- -1--T ------ I- ­11­1­111 11 1 ­� D M @ ----- -, -� I - ., ". 4 I � I t I I "I I I , I I , I I , � ­ I I- � -,rl --- I i I I T1 ... ­1r- ---..,-=. i � (�) -I- —7-71--r-Tr7_7 ,, 1 1 i @"(D(�)+@ — T i I � I I . � 1 � , I I 1 1 i I � 1 1 f� �4 1 1 1 1 11 1 1 T 1 � �, , I 1 1 � I a i I i - �� i , ! I � I � I i i i I I I I I � � �- I . 1 1 1 � � I � i : I I � I 1 i I I i I . � I I � i I I ! � t � W 1 ; I , I 1 I i � I , � 11 i a; i � i ! 1 L � I � ! ED -I - - -­ ­4 ­i � ; I'- ­ - - - -- - � I .1 - i ­ -1 ­5-, -L - -i ­1­ - L­ - -i --L i 9 I -� - I - I - -, 11 11 ­ - - - -- -- -11 . - - - -- - - -,, ; - 1 1 i , I : � 1, , � 7 4 I f � i � . r - -, --- -- T-- J i - . i 1 , � 1!! - I � I L I I i I I I I I I . . � 1 1--15, 1 1 I I I I -`­-I-t� ! I � ­: - I � J /1, I 1 � � � I 1 5- 2 ! f �' f 1 . I i � I I I 1 , I 1 1 � _ I I I d � � I I I ; . , 1 -- -,-- -! - 1 � I I � J A , f 7 � � i 41 � � - Z- - T - I r i ! 1W 14r . - I 1 J t I � I I � � ��- � I L I.- i - , � I 1 , . ; � ; i I � � : h 7 I L . � , � J f ; I I I i . I I I I I . I � 5 1 I � I i � . I I . � 1 i � I � I , 1 1 1 1 ! I -.- - - p - - -- - - - - I ; � i , , I ; ­ i I � � � I & I I I � I i I , 5OLfED PANELS W/ ;/40-20.1' � . JUNBOLIED PANELS I I � . I � I ! ! i ! 'S.S. M.S. I I , SOLT W/ 7/6' . 3/32' 1 1 i i i �, SEnONS AS � 1 I 1 1 1 i I(SEE: I � � I WINGNUTS 0 EA. OVERLAP .- I . � I I � i 1 : ! � 1 (SEE SECTIONS AS APPLICABLE) - I I � APPUCABLE) i � ! I '� � i � I ; I I � 1 i 1 , ! , 1 1 : i I � I ;, I , I I I 1 ; 1 1 I : 1 � i 1 ,� 15 � . --- - -- - ,: L , - I A -] I ­ . � . , -1 -- - - --- I - � � , z i � 1-11i L - ­ ­ --- - -- , 11 - - -- -­ - - i­ . ­ F ] �., 1. - i 11 ­ - I— - ---- -T' � - . I - I I � , � � ; 1 i I i ; � i � ED Z i I � i 1 ! I I I T I � i i � I � ! � F I ; I 1 Ir, i I ! i t � ! I I I - ; � � I I I I I a I 1 1 i ! I � i i! ; I � i I I i I I � � 1 I ! i I . . . I . i I I I I � I i I I I I i I � j k i 3 i i i I I . ; I � I I . I i I ! I ! � 1 f f I I � i I I i i i ; t I I � � � I ! � � I � D, M., (g, @, (��+ - : - - i - ". I -- I ­ - - - 7 -- � I � � I -&-� --I -1 i-�- , ±�l lo64-­ L- jw , � 0 1 ,iE CA 1 1, 1 1, I I AV 0, I � I � I I I 0 , . �- - I i A I - , , , � -- ;, J � - I iT""1 I ,---,! @+@�(�),@. 06-r I , I MAX -rmm - 1/4, 2/4. 3/4, 4/4, 5/5, 7/5, � �1- � 11 MIN , �-6/5'" IW/10, 2W/10, 3W/10, 4W/10, I I 1 SW/ I 0, 6w/ 1 1 & 7W/1 1 -­­ ----- - - ­­­ ANCHORS FOR CONCRETE SEE SCHEDULE ON S44MS 8 & 9 , I . - FOR WOOD SEE SWK M� ON SHUTS 10 & I I REGULAR STORM PAN ELS I& & ELEVATION I M,Y.S. 2,67' 1/1* Mo.- GAP (NWII OVEMAP -1 WHOLE WAM - - - I r ,,,, --- ,� -, :: ,I i ! : i ; -W /'vP MX. :­::11 - i I .� I 0 I. - 7­ -N N,` 10,111" GAP I I .I' . - i N � , 4 :0 , .." ., '.� ....... 1-1\ '.... ..I/ S, .14 . EN " � I FLORIDA BUILDING CODE (High V*Iochy HUT Game Zone) q �-, J .1 '. .. a l2000 rU1=1 M. VP .1 20 GAGE CALVANIZIED STEEL STORM PANEL DANIIA! BY! Z ; * -- -- :*z ­ - SECTION A-Azz * � - , I /a/" I A --- � GLOBAL PROTECTION PRODUCTS, LLC. " NYE qrs. 1 IAT --� -.0%. �,, -M ILI,, 51 STRECT, - � , . � 01`Arl�. =H, "o 0 1 1� , I ! . ... .. '. , �� Am`W� I.&II-K-71,16. I- (WIM-mr? 20-176 %f� 4 - - - 1- - - 0AH#A,A; - - ,/SnNAMME/IlAn - - I 1 '01406.1, - - 1 I - - - an - I I I , I I -- I I I INSIA"T19N PETAU FOR REQULAR PANELSJ) & JA INT DUREL) ­0 EXISTING EQ CONCRETE OR CONCRETE BLOCK STRUCTURES � - ANCRORS FOR CONCRETE SEE SODULF ON SHaT 9 - AURED CONCRETE CONCRETE KOCI( � ­ POURED CONCRETE OR CONCRETE BLOCK _­PQU=REIE OR BLOCK - , ­ ­ , - ­ - � I - FOR WOOD SET SECTIONS ON SHM 12 � 3- W.. 2.67, '. ,,_; REQUIRED CWOMWTE ANCHOFS � I - - (at SOLMME N I &HErr 9) . 1�11 , , , -- , I , 1, � . I C-: - i , ; I -- -- I I REQUIRED CONCRETE ANCHORS - --- - ­ - SHEET .) I , � ,� :-,�' I .... I ---------------- I -1 i ---�t -:: ,� p 1 .� , � � I I REQUIRED I ; "' Ta'S I 97.EXI ON I I S.W 0) I 1 , I\- - -- - I C - � -1 -J :�-� ,, I � I I. W., (M. CNEALAP -1 WMME VALLEY) ­ --]l IT rit W,q VVCT " t - - 7 WAk I I I I -- [-P-. W. I � 40' a ; 0, * I A - � I � � � � ;: I i I - - � -� Fill, � ; � I I : I I i 1, I I- , : . - - -1 I � 4 -� � � 11; I .1 , i i � ,I � I I . I . . I I , : , Z ; I I I � I I I � I I I . I I :,� ; I � I I � i � � I � ! ,-," ! i . � , I I ,'��', , ; I , �-, � iI "" " � � P I : : : I I � � . 1 ; I ; I I � , f sox I I , � I I : - I . � OF 'I' I I I : '- I � I I r , - - 1� - ; I � . I, ".., -I'll � � , � : A -1 - 11 11 1. I I", � I , : ­f4� � , � , ; : I � I ,a �-;T 1 i . , 1 1 � � ! I � I E.D. L , ; i - "", � , - J. ,­ ." �, � ,� I, , "", i A "I � I *II�� i i I I : � V : 1 I -,::" Ent I- %Rax" . - � � -- - I ; 1 f I -1 � I 1� a �, G � � I � I � , - �a I � ,, I I ,�!, I I -, �0�-� `�"Ll ,I ---F- -­ - - ", I � I I I I 1 - -�- TV , t H ,:Mr. - : , li 1 .ftT 0 � I " � -, -- .1 I i , , T , � 5 , � MAX �� � -1 ! - � � �­ " - - - L. , ­ ­ , ---­ - - ­ - - -, ­ ­­ ­ , - "I' I 11 - -- � ------ ­­ , ­­ .- ­ - i : ; � � ,/. -- - 7-, .-MIT" , I ! 5 1 1 1 1 'I - - ­- - - -, , - - --- 1 1 1 , � , , I I 1, � � � Irs, 10-N A/ I : ! , � �­ �, - 1 : I I I 1 , ; I "; IZO . 31sr I , I k � � ! Z 1 � z � , � I I I � i 4 � � , 11�, ` I i IT - I , = * "Do 8 � � i , I I I 4 ` , I 1 . � 4 - I - -1 T, I ; �, ; , ;-,I �11 � .- I � � ; . Z I � I ; ­�- 4 - 1 � , , i ! 11 � I �� ,j4 � ; 1 1 1 I � I � 1 , � , : , ; ; , , , I I I : � tj - 11 I ­ -1 - �� � 4 W6 � I. �� I ., . ,4 � " - " I :,."=;/ , 1, , I . " A I , I I , I I I �1 I i, � I �� I t-ikl �, � , * , i I , - , ! gln .1 i ­ .2 I . �" !i/,T­Z-,.1- I I I � 4 1 - 2a � - - , - L I iw a 4 I §- I � li -! ,I 1 , � :; - 'L , I � ' ,' - ' � : - - ' Or`�,- � -.I. ;; i , , I � I I , ; � ! , - TKAA ig , : ; , : I � ; i i � � ; I ! � � � 4, ! -W i� I I" i I - . i � L I I I ,; : I � I : � i L I 19 t -,.,, I � . - . - - - ­ ,- � I R � I - , - - - ­ ­ --- - ,,, . I 3. L � , � i : ; i I I , � . I i -- 1 .7 ­ ,� � I I I I , �w .,I.. I -- ------ - - i : I I " �, � -- - - , - I ! I I I b� I I . . . I � . � i��� I I ,­` � - � T - : i ! sox gt�- - �-="` I I I OF 'L' --- - I MAX -V- - �,.,' ..- I � -- I ­ I i '� .. , ! I i I I . , ­ W L I OF � ; - � , , .­ 'f­,/ I : - I'D , ,�, I I � � , . I - box . 'L MAX I ; t . � mtl� i , 56% ,�� - : . OF 'L, - - -- I - , , ­�: �;, � MAX � 1`1 I I I -1, -. � . tl - �Fl =�R . � 5 - - A am X112 3: Z­- r W... - "..4 - 0 L*:61.X" I M`,` I, MITI. ­ - -- ANCHORS: FOP CONCRETE SEE SCHEDULE ON SHEET IT ---- - I - FOR WOOD SEE SECTIONS ON SHEET 12 I � - tp Z Xr ,'��- � � * C`Q�l I I ' ED 1 `4 I � : ,:�: , 0 1. - I 11 � REQUIAR STORM U ELEVATION & 1� - � 0 17 ; � I 'r air. 4 * ! 4 1 � -� (�, I , , I , , , I I L I I I � � - i , I I '�� 1 ; i � � � - W1/32'�P 1/4, Mo. W � T 1 1 f:- - 7 -1 I --Gz:�-� I i I � ,:1 � � I- -1 ,-I I, : 11 ­­4114 . I � :11� � "- � , '506", � - I '., 7 11" _/4�0-20V.�/4' " W/ 7/6 S41 Bar fflll� NUT , �1- ! I , I 1 4 I "I' --- - I— : , , 1, 2.67, ,Y) I (AM It ONERLAP -1 WHXF VAUE I - , , '­ ---- � - ­- -- ­�., - - - :,-� - �-� - -- �--_ -­ - �" 4 I , *,. I ,1/�; : a t;t 1�, � � CONCRETTAN01ORS ii� ICZ� -- - -- ­1 - - -- "I,-/ i I � 90NORM ANCHORS SIVAMD . I I , CONOWE MICHORS � (EIT SCHEDULE 04 Y I (SEE SCHMuLE ,A VIM 9) , /4 � Wt MAX. '3 W� STUD (SCE SCHEDI" C* SHEET 91 S,W 2) i � ow OR SECTION A=A-Z19.J RM COW CA ­ 1. ­W�m OR OLOC, I 40OFTED � 01IM 11 RHOUPACTI SCALE 3/32 I- W PETE SIX REWRED DIRECT ANP WA6 MOUNTINP, REWIRED -MOUNTING DMNIM 2MNU SCALE 318.1, IN ilw SCALE 3/8*1- INSTALLAIJON 5ECTION I 0 SCALI,�ftj;,M I -, A�.. I_, .. .. . .. . I . - . . CENt . . . , . - S � I . . - . FLORIDA BUILDING CODE L14igh Velocity NO cons Zone) E.O. - EDGIE DISTAN CE (SEE SCHEDULE ON I -W ,P. I - TOP & BOTTOM MOUNTiNGS CAN BE . ' eW. YLIEW. `IA1 Z ` No 44167 '. '-� 20 GAGE GALVANIZED STEEL STORM PANEL - : t = = -, %*� * I - -- - - � Z � S,s� S ATE 0 -1� - - 11 - GLOBAL PROTECTION PRODUCTS, LLC. /'11UEC0411C \ - � 9,, '"" a " SHEET 0) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. , ��,, 1'� ��a.. OW SAL IT SMW 1 �W"Na aw,_ Im,U. I I—— .] , ", . . R0'.. , .. , �­. ,�. - . '� *4 " ,*,,,,,,) 61 - * "I, `*=ft N.aL (SUMO-751A. "Or (­)�11101 -- X - W= M 1. . 1 -! VIM "I- - 1�1 I-- I- , -.1 — 110. 20-176 0AAWW ft, I 10 JjJJJ�AAi0T1XJ`eRA`TU"T` WHOOP A� T,uur, ,,,, , E 1 �—` =--.-�-;- , ...". - ­'-­ .. am�t - 9 'i 2J --­­ , 1 - 14 �4-� Mn U) CD = M 0 M " " = W =5 < = = < -J 0- -0-0 a) (D C- U) M > 0 " 0- 0- < 4- 0 = -0 0 " Q- CD U) ICU I I -- -L---- - I- - - - - - - - - - - - - - - - ­ 11 ill I 1,11911. ,I ,.IT 146,1111ill 111111fiell, its IIIIIhAL111i 1.92il AIWIA1,1411-MI-IH! i � I I I I F- I - 7-1 I ------- F- I SHEET NO. SH 1.0 =S=00Fd " I A. �. WALL AND FLM MOUNTING 1N5SjALLAjQR_M ,E - C.-AVE IsEkeft MH��`ANL­ tw �Lr - " ,.-----.,-.,,- jP_Uj_P&N_EL5 ,__r_7�-��WK�1,OMM-WW-UOR--.-,--- I �w a A tL", ,,;� , - - - - " 7, , __ - _-.w � & $1 ......... � I � � � '� 4" ` \ " , x P I= W, � i`.'] , , �_ '' __ ,,, - - � __ -- _,� - -- - ----- 7- ", - I 4 ,($ , 10" 4-11"i ..Ml ", I � : - ,�� -; �,,:,'-�� --.;7- 1 - - F_ Zl I I , I -_ I ___L_1____z_ __ -7-- 7 �__T­ 77-1 � / - � r1v.=41_6` 7 � I =-1m � I �1� I ­ J�­ - , , I , L_ _EB . , �'7/-- � , 1 1 ; 9,-!- RaKIWO I I ,� -_ 11 r___ � .� C It;-- ,- -11-11 I - I , - f I I - "O , , - - 1�_ �, -I � - '�,_" I I,".' , *� 19tiffiff I"tll�'l.ri,�l-,I",,"�,-M-Ffll-�-11', � "', i I- I & "raw) "-, 1 74 i I,. � � 11] I- II 11-1-T i ,11� , - . � t11 i , � I 1. - -1� *0N 'Ift *� " j­,,-j--j-r�f -r ; 1� 1 T I ,'� 11 - k� ,/ i..+ t -�j - , , � 11 i'.L __ � I . 111_�­;_tf, __11 - - ----- - -1 1111- p i T 1 ", t ­ ­'. I i _,1 , wmlfm a I �`* � i - i 1 1 1 1 , I L ,��A ±:,�5, t 1 11 � Xt�r - i i I __ I" I - I I -I--- - �,� I I I , - - 4L�l 1_142)w TAPCOO � "I *_ +­ - !71A , � - , , I ; I I I I I I I I I , 1/1 I *�.O� I I 11 I I I t I i I i � I 1 1 �­-,, .X: I- "- I I i 14 i ,3 r APAXAM.- -1 __ - ,_�_; . 11 I , I , - � i ma Pr W-T I C i i I I _--�,,,, ! I -, fill�_ - /2, , ---;'� -�2�­=---, mu" ft� IT" " 1 - � I '. - - L t j __ � u-1, t, 1, 'R U, � 1'' _1 --I , , 1, 11. 4, TkUlt VLOM � � - , - -I I , - I : ___ -1-1 r I I I � 1 -1 , I "' - li"', , , _ , i� - - , , - ­­_ I I � � I it \ . =Y- � � q� I ,�'] U.0"Mr"n, - K, �� ; � I 1v utsiuv.Aiii 0 , IRV"- t I � I J ,,,� I I I I I I DUAL-1 ,Jvl��_ I I I I I = - � I i � P_ ___ � f: jii:: tl� �_ Z-: : _r _T_ , , , , -;=::�Zl- '7---"- "'� - , t__ --,, 1, L , , � , � — �,�' "I ,--U' - omm [�:L� 41 t 1 ,___7 ---I i T , , ­=&W >-___1 I I 1 1 ­�._*m � = 11TNA , , � i-T � � , I i M,z" .1.1 - m 011p, I " , i I I � __ I , I I "I 7 . E I ,�m e - 4-___ �_�,_ , . I I 1 I 1) �,n 1,11,:��1,11_11_;__Iftl 11 I I . , , I I �,Ift�, W-I.V1,11 I -w� - eRAI'm A� F��VL .... U111 I ... tt ____1 ,f- 1- _.T - i I S�, 0� � Ixern I 11 ­1 , � I f I tv , H I* __ 4 ­r�l i fl-FT-i, , I 5, i I I- r �- ,11., , I I I I I 1 I I 1 � I I I I I I I , I , " �� , , i ,_ I 1 1 1 1. I I i . � I .IT/,- � i I 1 I I I I I I I I � i , v I =Ir/ � ! � i i � i 1 1 I 1 1 , I , I 1 1 1 1 , I '_ I 4"L _�___ I I I � ". I , � -1;5, ."� � �­\-7,_- ----;=:�-;,,,g --�,,_, � " ! 1 1 , , w I , , 14M � KPOWC , � - � I I I I I I 1 j I 1 , , I I - J I I I i ,_" =�,,, min OLOCK \K__________4 ,:�, 1 i - I 1 .it, . , C. , - � COW. � " i i , I ,"_ I � I I, � .1 1 3 1 4, � AN �,_ �,_ - 1 tl ,I , 1 I 1_1 � -, -I'Ll 1 ]L -1 i , `�,", _ t i - �, I- 1, , I - "" I 1 � �� I , , I - i � i__&_.T1C.*4w;&m -.1a.0 Cr, I,,.,* �- mn I - - I OF 05b p"j, -71LO _f � P. - I I I I .. FFK,Uc. - 11 I I 1r.f%1j V-1 — ��"` _` A+,��,� � ,", i I "I -� �- \1 ­­ I—- I � , 11�� K�wj N n, . , -'� �­- I '_v $KIM. T * 24 , It, yat� * awoll.wo Ye 41, T, I ':�,' � V�m , . I I 1 2' � ` , I 1, ---L. , _J _J * I" i t�' I , "I 1'� UVAMW 2ECTION-y-_1 ; I ; " I SCALE )/4-�,I- SC41: 1/41-tl ,-r.%z ma_s��� ! ! � kum" 'T � _,Ii �, - W"- , L., -.4.) I'll, . " I A , MULU N UIJEDULE p"Aw C".K-Am � '�, I I — — ­ ? ---I �, RQ'Imu �__Ir__� I I$- ��11, I I`-- "U"JON Frow;u ML,� I -- I 1, $PAN nt,Ii - 7UK MULLION - , ,It I .040%,E " 4 1 (m - - /r I I ;I, i m $ - i "'000tipf"No 0 F :, �_,�,.,, �' : " - I ,:: *' �, .� . E:= I I L 4' . ,/9" ,� �; � NN , I I i � I - - - - 9 a I I.: amvvB- W�_:::= It _� � " 11 - I - 01 'w w" -;m. I �* Y i,�CFA(s �.t A�t I --- 1�7_ -1-.1-11 * ,I I. � i'.,�V�-. 'AV �t. M. .. I , _,1�_-----_,w .xToto " �. . - F- _--i-I-L-111-1.1" I . 1 -<: I . W-10 , ar-g 2* . 6' . �/$' I ; xo� 9. swim 6 A IN �Im. - TL -t I I � � z * , * "-Wz . , I . "'O'"'N"Or"'E" %A% 7v.vrR!.�s-�-2!p=f.P`E`S"" "An", - _­ ­­_ � � FLORIDA OU I I I I 1 � i, I GE HI IT Vinod Mcame . L �"_v"1'ov1`ARE'1,Or4 _Z*nt,) ., . �� It .� r�p T. R A.".m?&4ON ORIENT'a , 1�1011mllr . �� 20 GAGE GALVANIZED STEEL STORM PANEL OP." W'. . . . ��o 11 �. -_ . � , ww� rANULYkTUR � - , OIL 07/ltto 11 '11LEC 0 imv�' GLOBAL PROTECWN PRODKTS* "' "­� - / 11 cc M VTw NOTE MULLION CAN � WSTW4,� STOR PANELS ON TOP ALSO ' I OrA Y, SOKL 20-i76 OR BOTTOM $0 THAT IT IS � 0. ". Z"I. 'OP OR BOTTOM or OPENING,- "I � Z_ 11 � , .,e F.: tw'". ,,,, 9== .% FAIL . aTmr-A (ONE PANEL OPENING W/ TUBE TOP & BOTHOM) , �'O*­�, oPmAwE, I , E-C %A1%vAA%K/OA'm &� �x �_ --m-1-711, - =­ - - r- ___ INSTAUATION DE AILS FOR REQULAR PANELSJ 14- ,)� INTO EXISjW9_WDPj_SjRUQjUM __ - --I- ... V11k1=i=. 1 - I t-10 �� � - -1 1. 1, - � � 1_44� -r—+----7 , 11, x I --- 7' � ,�, - - ,0� W 0.�" ., ,=� ",_�� - =­=c lr_�, 1F ­1 L, I ��Y. �� /I i—__---- r ­_- -.-,-, . T — � ,=Et-_� - ;,. .,- =., - K ___ -1 _ ��,�� , 19;z — � I—- I , I : ,4�.__,_Ij L , ,, / i 4-- 'p - 1� I , k 'I, 1 "I . A� '" __­_ I- __ �, I I � � " ,,,� F� wao, �. ,;Ml= , � 11 .... 7 -­t �,�,j � w ­N� (% I - =- � , , I'- - -w = v "I ] 'k / — - I r'?= �11 - , " � � L14, K!! i � � � ',,, L � I i � B� � i , 1: , (, - - I L14 ,/ (k) � I I - 1 � " I � � ,­/ I O." I "KK � -.1 ____1.­_1__ 11 � I K -I - ------ - "I'll I I , � , �,�_11'1, � 11�! I �_ I 11, 11 � � � , " I - -1-t I I I , ,- - , ;1 i i�,�,, ii I; I , j 1 , ,�� ,- - ­1 � mr I q =-V,-� , - I q 1 --- - � - I , LE, , I I , I � � - ! .mw .� � I , i I ,/ � 1 fr--r-oz - I - I i I � =­ - I 11 � I I 1�1 'T tim,00e,u I ­" - I I 11 "Im� � 0- 1 --qI I I I 1 -0, I I ta,� I �- % I ! 1 :� , J­n* -- 1 1 1 ____ � At - i C I " I L. `c__� .1111.1 41, .4� 11 9 � %m - 1 I I I :t - I � f- lj�QR7-7 , I � 1_�w � 1 I m�. I I �. �- f 07t� f - f­ 'A, I ­0 I I 7 I q I � I. � , I i jj � � = I � 1 i I WALL VOLININ mmuAm - uuman-a I � i I 1. I I � 1 I fiv.m" I , � ;1 I , I '�[­ i ­ � � :�:, 1, I L , = c I � , - I � I - f 1, , I/ $ME -V - I* u.- � - I ,.x Rf, " � � 1 1 44 I I-.r-:9%4 �� �.Ex I �w I 04-d __A� - -­ � ­4 d .:_',t � L' I I I t � , ! � i _16­­j pl-L- _ - i E-F, : m.- I , .� 1 , i I I -, - _1 FF 0-I K-0- � - __ - � - __ I HU11.0=01 M01.011IN IWAU"M - &UMAM I , � ,r 7— 1� � I 1, L 7 1 'I 4-1-.*--��:;�- T IZA * O'.0m lv...� . At _NT - "I I- __ I— ­­_- ­ ­1 1_`FCOINF.11L._� _____­_ I.- �­ 1-M, --- - A . -, I 11-1 - I , _ . SCALE: 1/4' - I' � I I I I � crjL" 4 n= MQMNG 0w YAU-MOUHM I YE AW SERWRIF-M (SECTION AT TOP IS UNITED TO +D54-67�0 on. SCALE, 1/4' - I' Wam"T10 - ALmmmv&_u A.S,D. DESIGN PRESSURE RATIOG) SCALE-- 1/4' - 1* stuL. 1/4. - I- =11."pr-� I'? �.. - � I - I *—_ I r-r.e.ma'm """"" �F­1_ I .... - �*-www.,_ � I— 4 %Ar"=N� - I-- - -1 __. ­__ I E= , 0"0100.41110, P, Ti .., kt; fuxa_mQuHmw_ INEAU&ION - -SECTIak-" SOME IY** - f, 1. INVALIATIOMS ARE ONtY VALID FOR BUILDINGS WITH' A,SZ� DESIGN LOADS - UP TO +55�5, -72,0 AND PANEL'S LEFIGIIi UP To fl'-B', ��,j�, , - ,;�P�,, I? - E ,., / _­ px,t 2. FOR NEW WOOD FUME CONSTRUC730W WOOD MEMBIERS TO BE SOUTHERN �, '. IK— FLORIDA BUILDING CODE (High YCEtrOy Hurricane Zone) m- - -, I ___ - __ __ __ ___ 42020 rum tAr, ' 11p, PINE NO, 2, W/ SPECIFIC DENSITY Or 0,55 OR EOUAL i . No. 4167 11 z : . i I _' =* , '� 20 GAGE GALVANIZED STEEL STORM PAN— EL IAR*04 Am f - � - __ ___ __ "" - " _­ -,-.-.,--" NQTt_r0A__qQmwsKw6_ OLAI�ZT �­ __; . (� 4- -__ -- -' - vz/24/2020 's --a - s OFZ :,k-;F __ -L> GLOBAL PROTECTION PRDDUCTS, LLC� DAM, r. �C�.� * A"', TOP & BOTTOM NIOUNTiNDS CAN BE COMBINED IN ANY WAY TO SU(T ANY At R101A -1 -0 --,Y,� TM4 %,,-,�,-ei�', � A."17 PPOW 0-a*._.1ip1_101��pAOf"-wq7 20-176 I �� �T!q11__.,.,.__ i!!S 40�k--:, ;-7- �­T/m_� - WK. _��"` .,:,A . I-- ,., ­104i . ..... o , __Ift�lt - ! ,_i - � � sum 10 OF 26 I -, 1 ___ 11 ; 5511111"WN-4--a-w ,i�]�IM 0 A, MAXIMUM PL ��� VOILID ONLY MR PANEI� *(pi PISTALINIM AS PER MVIONS I nift 10, 09 3HEVIS 4� B_ * 6), __ - I I I wftA�tvlll ";�"&.) Zr_ y=1 - m 'I'mP. ,Mb,, QrQirw .;;,7 - _=In_ I—_ , _A" 1'-v OR Loss 1 2 114� 'ARSOLMO � "m 5 A 7 — , , iiI-_T:7"_ —,?,-5* -0 r-_ev�.'jl ___7T1e_ _z;;zw­B —1 11 �1* I __�_ __ --- ____ .we, -72,0 8�e; 2 1jr . fokrot� . I ­­._­_­_­­-_­j�1_ - -at�rc"-�X- -i _'b ..3A­4" � I L I""'ORt"S [ . 5 IW- - T; - . MIS, */ 01­20%* SA, us * "NOW Ar vow * U001cm or RANSIL. � "Est S 11HE ft.ViLl^ I I-AND-CORUM i � INO-AIAXIMUML-ANCIM SEACK0_j0BL%&L_fQ&_REQYjA&_UM PANELS-6) & - I : I - - cwx� ONLY m FANEL%0A, . 6�1�1�1�1�1�1�1�1� NVALTAM'"s Pto swvw I THAU 7, ON SHEETS -L & 51 I I - 1 - - Mkl*" *4V affiww -4p�m WkCm FOR tc, - 3 I�r - ­­i;� APPUCABLE `FC ou" _Tz-�__ ­0 Tw__W� -1 CAAR-ft Fkam" rtm" 0 . I . wftwn SmNs I* I , FfESSLAX 10 To -------r-v-- - __1 - My :,W*TK* � RETA4 fA-.-f-I 10 cawim 1 ..Z6 10 40001" i Opkmm 10 IC Cwomcm"m I . TO CONCRETE t . m F BLOCK i BLO, I SLAX), "'ON, THEM h =�=_ �_ - :::,: ��_N LE -1-1 F�;�_ A. 6" I -A 0- I , tTm � L_�_ - -------- ____i_____ " I Ir --;;;-- —.. -+"' j A- _- j_ ,- -7, (.—,..-I 7 ___�._�_ �_ _t____ w . 'A -;I,-- --1 ,__!_�,__"/A__� NW/A __ #- I ­ _ _ r I , 2 POPI � I __ � _L___ - " , I r N/A NJA P41A ir � 441A 5, i "/A N/A 2 (w"tAq ! - -_ _iT+__­1_:v, - I __� __:�=_ ,B�S. -1i" 61 I WA N/A K/A a . a, � V, f RIA A & 4 VOK) � ,�_fil OR LESS - --- I VIA i - i qJ`L j ­_ - OR um ___�___ - --- -_ I r I W t- _w - v ,_�:�� A "/� i I' 0- - I a (w"ov" 1i __!�_____ _ -_ ­+_�__ ,--- ---.----I I 'r 5 6. I WA I WA I 81A i 61 WA i KAI 41 , , �-,==__) 1,11, r 71 -T-1 �_' __ __ --,-. -, `-T�-_ r ­ - imanow) , r 17 : �14- 4:1�--111 �11 '___� - ___��A_ - ­ - -_ - --------,-I I �'A.;A Ir K, a If.* � 4I J,.e, % ... � ti ""t" ' 'J.. " ,/�7 A , � /, ­ I ,. I 5 CTORJBOINFN� I .-I - -- --- I - SM SKES11 "T * 31 FOR ANCHORS Tim A %low FIRE WA�ffl" wro wow FRAME. wwft %"'* ANCIM SPACAM ANO AN** Woc WA4CE ARC MICAM OR THIS 14FIENUIL MR t C, LESS IEM ONNEA10 ON SCHEDULE RM00 ANOMW St"M In M"PLYW MIXING 340" ON %&RGAE IFY INS PPBV.VPI To ;= RECUOUT SPAQW T`C fp-M'W N I O""ED uma FACTOR XZMA hW IS 10"W. VAt" WIN"Im ANCHOR TIRE AT ANW�M LM4 , _ 11.11 - - __ ,/9-t­x 1A� , 1141b - Amom Tft ___ AN!, - 1/.-. , �, , tle I/r. ,MWAN00"o, F� ��W_ - s�;;� K'j� A� T141', " , ""' --- ______ - ,,�,�� .z—.-- f� , , , , wooft 4FL) - , �:, 7 ,12 4 I ",i�; ,­­, _!__ ___i__ -2 If- - " � � ..VWKAI� I,� W a A 4 � T"': :,,;�* - " �,Qr. E N Sj N��,;, .-a __ ,� � ) , , _ � _1C - i ­_ - - 11.110 - FLORIDA BUILDING CODE (Nh.Yelocify NO Icaria Zone wl�' 11�;� T - ­ = -- � I I - ,,I i iw � = f ", —.- . - Wm RLIEW. � AMW IA ON IV" 2 , No, 4167 ' * It 20 WE GALVANIZED STEEL STORM PANEL, I - - 'Ir . � , � - = * �� 11'-� * s , RwNft,w� - ___L______ 1­1: _ __,_ ___ ___ - j z -- -- __-�::­ - � ' __ ==-.,--- ____\ --- ,r - - ;; . �'J-, . I - - � ;;— w/20/mo E �, t-:� frr= �, GLOBAL PROTECTION PRODUCTS� LLC. �--* -_ , I ------I— _ ":----- - " _ _____ -:2-- - I - , --- ----- - - ------ OQIE� - 1. 01 A ,�D F.;re E,,4�,�-3 IL C( sme� % � " . U­ - - 'w - . - ) ____r__,___ - - _ __ - �7 , ��,, 4 ,4a 1 1 L* VA.& �m SWI $i mum - t� C. � ,w ,� ,rl k rc , / TICSRNQ a COJ~ , f AnI. - ,��.,�;�,,� io"A , - M � � ­�O , , k 20-176 , . " � � --2.v—r ,�,,t S/6. * , mt� __ 4 !%,_��_,� ':r�=J_.' _!_'_` - t4IOKC, 10.=VA� FAXI jw*0-4707 , - , - ""`� *� i "A". , so"40 `E 1§Sq,%0-a,umE"0An ck�,� m--i.- I w&Tm A jr .- F1 .. N. E* 1 1 p4m t "I - - . � i - swe" . w " I _____, 1/4* to. LOW BRASS — W/ INSTALLATION 1/4-­"��m M & a s IJ4, nc� Fm DETAILS FOR REGULAR PANELSCII & a - I I PANEL 1-14twS sp M IF-Ir AND a 1/4' 0,0� I 'i " ww,m UP m 0,-e mo� OR wo " � -�' I -, �,_ � ,.,,,, ".". ,,, OR P.,, . - " �3­,, �! 12 '/r O, C. WITO , Ifz- - - I I I" ro-mv - - - - - I _1_­___ ­­ ,� - � � 11 � INTO I :!; - I - - � , � � ­," 7 � ,� , fl"�,� -I-- , � - -fil EXISTING WOOD _URU9TM - 1Y I * �P" - ---7-t---7-., - , � , L I � � ,; - � I I � � I 1, I I 1 I r -_ - ­4 ,� i I e � � - � 11 � I �� "' I I 1 4 , I T -,g-� I i , , i 1 1 ,'I, 11" I I '� -Q4, - RK- - , :i I � � � I .7 � ,� I � 1+��itl ,� _.__�,' �(.-­ 1,% wm , .j I y L ­ Sa _,_� I � I � f . �it � � ; ; " , -- I Aw 6 e Px - -- - ­ maiiiiia ­R Q At j i � I f , � �. �', I I i � I � rl 1� � it s ", ", I _ _ _:� I ___.­__­11­ I I - 4:�:� �. _� ­ ­_:,_ �,� 0 I SCIL � f ,"f-,' - '_1 _ f , ­� f --,-R- a ., I I if ___03 -1 -1 1_:�_ I � - .1, A ' it, � 4 i . uj %'111 EX-1 VOTO PENNER i _411) - - I i � I 110W -VA" - � I I I I I I i � ! i 16�1 AEC`AAm � � - I W I " Iii i I =IE. _14- 1 wow gzxta 1 K4u*m -A- t I __ _________-'%�� I i � I I ALUMME 1W �_ , I t � � i � I I j I _______E�L_P1 ­_____11 ____ �__. 111"Fos, eeD" E - I r- I s I ON Iii—w-T'i SCALS 3/---). --- ,Il- I t ik"V�" __T"_ 11 j, = Scnoew, ! t 11 - � ; - ". =310. I - 10 ?"W.;r I � - � T M I � -,..r : , : I I 11" � 11 : I* a V , ;� ,/p ,_� :0 W Oc, I 4 , "� C " I ­ ` I to 1, I � i A, - . I I , M'C-- I I EQ, , , - - 1 ------w . I � ; I I � , - � , ! L _ ­ __ - , __ � �, _ -, ,� cut ", "I I-, � w , to .11 i _1 , Ec , � ! - 0 , +;� I I- I -'x -, 1 3 L I I i-11- �. I -1- - ­­ I-- I Cof w, �, �___ - " I - - `�_ ` -- "T 11 - : D_j , - , � i ED' - 1� 1'� , 'l �_7_7��ql ,,�, __,_j __ __j :1 \ I � �, . ED , � , L , , t_ I I I 1, ,� f ,_ , �� - I I � 11 1, �_ ,i I if "' � I ' k 1-�T!?­'- I L '* * I i � I � � i I'll - , , , � I", - I , 1, _1 . ,,, - � I , I :11 wom ��`x 11 � �, WIXIM � , � " , v:� ,� � � ; V*1111a� . !Vw LONd BOAZ RUSIlm I �! , I , , , : /4'1-2W'S5. *& 0 6 1/4* aC " fog LEWW up To 6'-Ir Aw 0 �� � 1 ` I , I � I ! 1, ;L , �t % ' 1 1 � I' , _61r 41.4 1 R, - � '-04 -, ;, wlxm " I I I i� / � - "" - i FOR WCOIS UP V fr-g' �. � i . i . #,�!,. ,..w FOR. . ON "I 2111L._1041�1=1 I � I , �� I I L � I : ��, ,,, � � , : ALATIL � i I " SOXWS * '­­1 wl� IKKA"19", I - &IM" ALIM&ME , Au LESUPPI UP 70 8,-e u- I r;., I . L " V, Ir i i ; 0, , " rLm SCALE 4/8.1' � i � � I , �i, � � , �­� I , I � I IA "N'll, - "11111 11 30-I&QUAM .... Id NG !NSIAUAIJON 140TE i SHUTTER 1 t SHOWN FOR CLAIM 41IM9" SOKEE va-- __ - HIM. ,g0 0"UNNINfAi"Ok ,�,� N, T 14ij ,,%, .,�, ­­­. SI v � � �� _% 1. INSTALLATIONS ARE OfALY VALID Ff)R MALONCS WITH A.S.0 DESIGN LOADS 'UP TO +55.5. -71.0 PSr AND PANEL'S U0*',TW UP TO 5'--8' __�,� ,Q�-�-��FEN$,& FLORIDA BUILDING CODE (High �-­fl� . . . . . NO ,cone Zone) 2. FOR NEW WOOD F%kME CONSIRUCTION; WOOD MEMBERS TO BE SOUTHERN PINE No, 2, W/ SPECIFIC DENSITY OF G.55 OR EOUAL I , � * NIU 15 `� - - __._____._.__._____ - I " m -m woba W_ 20 GAGE GALVANIZED SM STORM PANEL I - WAW Or. Ngu-ma _G��ma: I TOP & So M MOUNTINGS CAN BE TTO I E* .,---;. f: Z, * ; _��'��­ Of . __%`:_ - I � .1, - 1-1-­­ > 1, -,C �� . "6,�, 1:�,�,� ____ - — - — GLOBAL PROTECTION POOMS, ILLC� TTI Lre Ic 0 .-. -__\ *m SA 5 STREET "Twt,14 20w. Ft. =1�, W/28 - Q,M7 __. — 20-176 COMBINED IN ANY WAY T IQ SUIT ANY �f,%:,� / A m1`Za_101rp==.11 -9--­ - 1� �� (".)aft-7516. FAJL IVAOSME-w7w INSTALLATION. - �._wxwy. ^ i MP � � �_ --" -1 W&TM h TIEur �., F�E 17� . MA-m I � � � � 0- 4T'�7 �T sqrr I, z w I I I I .. I (VALID ONLY FOR AS PER SCCDDM I THRU 10. ON SHIMS 4� 5 & 6) - "MAM A�LG. 01304 ORESSURE AATAU - ____7__Z�_T1P___GW TApEON 710 rmomitm I .,&, it= .___­__­­~_ __ ______,____ __ "MAI ANIONIONS SPAGNME EGA UL - 11 1/2* ' - - OlAY-IN '_ __;�WL_MGM -FVANE R) _PA)ft�ATE PLUS i; �17� --;T-��.� --I -,�;-- - -,To ---i T. - I-,. .. Q, BUICK TO CONWEE i OC-CRETE ,� CONCRETE 10 CONCR I - 10 COFORCM I CONCRETE, I W'S, M.00X I I I—— C, i "I. =:�= APRUCAR`E 'a I & 0W`fCC,**q"8AwoN Or Intm _ AWX9A.M PANEL LEN01114 'V (1) __2=11 .j- --- - I -_ _1__­___ 17 I It' __�/� I� /A 11 F __ __!�A I N/4 __ __ __!_ � ff, 4- 1 WA, N/A 61 a' - 1� 6' I N/A 6- I N/A � _ __��� I . I '. N/A I 6 0 I 11 � I 11 1A 1 (TOP) __ i (Barrom) - ___ - - ,----+- - ___ 141A N/A M/A - NIA 1. - I , � __!I__ ­ - __ Be N/A I/A N/A ,� :- _:�__ __ - _ N/A __ __ - [ '. __ 5. _7_ � -_ _� - � _7 A I N/A ; N/A 6' N/A N1 - -- - ____ _____ 1 r N/A S- , N/A N/A - i N/. --- __� _1 - 2 (TOP) ___ 2 ,--) �!56,5, _7ZO 6, - e N/A '. N/A N/A N/A N/A "' I NIA . A N/A 3 . I (101)- >l'-5- -. W-8- OR LESS ­_­1- -------- g. I A. - --- IVA NIA '. E:___._ _T_ ­ ___+_ __ '. '. � � :_ 4 __ /" !_ � ( M) ____ - - __ __ N/A N,'A IS' N/A -------I--- e __ - __tLA_ - ------ /A NJA -_ . , 7 ,10P) __j/A __!j_j __ . 'v ;__ i _1_1 ____r____ - _r el - _�_fA ___ ___!�_ __� __J__.!/ '. _�_ -_ _ -1 - 4 & 7 (BOT70M) s. - 1 - ____ N/W N/A 0. -i-_+_ �_ -- _­__4___ 61 I fl, '. N/A ___ -,- NPI N/A 11 N/A __ , 12, t/ . 2' 1 6 1/4- I2 ,qr t � ,/,�7 - I - 0 1/4' � - ---------- 1 6 11/4' 6 1/4' 6 1/4' N/A 1 N/4 5 (TOP/9070m) ___ __ _ ..... �0­53�3 +504, _1 N1__ -I --- _____ A I FA/A _ - - -i ,_ I - , , . 12 1,12' 6 1/4' � 12 i , j . /4 - L_ ' ' ; T/4�' __ 1 6 1/4- 6 1/4� 6 11C NJ'A , I I N/A 6 tPOP/BOTTOM) . �W-8� TO 11--2- - _ +55401 -72.0 N^ I 141A -,----,---- 5 1/4- N/A I 0 =1/4 N/,4 . , , _ __ 6 114V - , 6 , /A, s 1P. s 1/4- N/A 1 I N/A 6 (TOP/9077014) 16--fr -90 1 V-2- - --'I-- IT/. � ./A ____ N/A -,!/A _-JA NIA __ :T , N/A - _t � . - I N/A 6 t/4, 6 114' I,-,- 6 v- i - i'�_L 8, 9, tQ I -TOP) +41�%;v 09 e 6* 1, 1� I - . 'r N/A N/A N/A NIA ___ '�� - - N/A ]I4A NIA /A :L N/A '. I 1� 1 6 1/4� --r- - j N/A t" I 1. 6 1/4� j E 114. __ 1 6 1/4* B (BOTTOM) - 9 (BOTTOM) , W­4* ON LESS - - __W__] ./A I /A 1::::�V"�/A ­ _ --- i 1� � ../JI A I ­ i/A ./A __� _�./�A _ - - � /4', I ./A �El /- � - --- �11-11e - f to (BOTTOM) - IRE SHUBS M 11 ANO 19 MR ANWM IYPE * WACXG FUR &SAUATIONS INTO WOW FRAME PEASPAR 4"WIA NOOR SPACINGS Ami) wwaw wx DISR10 An WOVINTED ON TKS sakETAII1. I" to, In$ TIM NDOTED 00 0a,42MV REDUCE ANCHOR SPAC04 An MIJILIftVING St"'ItIC SEFOft ON SCkMa W ne FOLLOWINC FAVORS, FOR `R45 OPERNT TO W POSSWLX� REDUCED SPACING OBTANED USTAR FACTOR , "" "iLL W SO IM THAN WMZM SAKM WDICAIED FOR FA&N P400, TM At AADHOM LIOD61 w/r. I 'le. i/41- I '141. 1/4'. , 1/4*0 Amow TIK -- - ,;i� 1w-'1-1-�­- * -�� ---- -��_w MOLE 0 "As ---�� AR, moNC vo� -3 __ a 3 __L_ � "12 I 3 -A.- jc..*k 40") � 1 3 1 1 1 1 ; j 1p tiEam-4 ___ 10-6.) � -_ --- ,__1____3__` a lit a yz 4 1- 5 �/2 om 60*0 f A-0 T 0 R � _�n�m , _____�p_______- _=__ , _2_� _w - - - - __ _iz__ - E7 ___�mc — = - __ ju __ iT- ____:�_ - ­iy- ��E K—Ei 31 ��_ Im Im � ixo _L__ -,— ___ _______i_112_1'_7iT ______ __ - __ _____ t., __ � � , . 't, .0 w 0) '= ;p LAj E -.r,- C = 6 =C". C- Cc-- .5 CO � �, 'O , LA- C _z; 0 9 In 1 .. g - � al C, � -a, X_- .!! F_ .- 0-5 W 0 .= * t ,:p 0; CC$ .0 G = 5; r .1 0 15; 0: 1� in I = I cc C� �wl TLIECO, wC_ 20 GAGE GALVANIZED STEEL STORM PANEL - L rE C —0 z IM,C \ GLOBAL PROTECTION PRODUCTS, LL !,- ___ - I" &* 6� STRW * �� k� , .� ,� I ._�xA__omx __ N,,Ft, ,a f3-mT`E`sKy14a_.1 K OHIO= P,p ON ft- 20-176 — _IN�TI�,F� — �P �1� 4T EXISTING WOOD STRUCTURES . 1_1�IfT­` �", I ­ " '' �, iii " I . - 1, I ?7F_____,_ _7� ri- -, '7 t -1 " I � I �_ I , '­_ _,��, �J! I -1 ,��:� I #14-iV PANCLUAn PLUS I � �� n - -- -� "'r - ­- �rt - , I � . . " , ---7-'e!,` , _'�, -_ " - - PANQ34AME fLUS ;, � -, - �� �-ATI"';=/ , I i .1 I 7/8' - - - 4 -, �� AUg4, c,,,- ,#/ , -,/8' ,'�' � �<, jl�', 4, ,- - -1 __V4-10 j=. O.C. W/ 1 7/8' � � �, 1 1 ,' T-AEA= PONFIRWITON 'a : )ECIFIC WOW HEADER I , I � I - x , � a L I "I -Li _ , COSTM WOW HEADER ''I ��, . I , I , , I - , � , �,-,,& _p " � .z:L_ I -, V� I I I � � 1 . � I PENIFTAINMON To ) C051111ft WOOD SEAM 11 , " " ! � , I I I � � ,� I I I I �, I I I �_, � � v , I - -­­­-­-­- -I -401, k %, I � i , , 11� i I , - � � 1 - ", ill j � I � I � � I I 1, , �, �Il 1,� ,; � � A, 1, );" - n � , ,;X. I w I - wn I --g 0 11 � �� 1 eww mo � 1� � _'� � ... I � I - : 1 _zlro L I * I � Cov" !"m 0 : . yr at. � __ I � �, , � _', '� i I I 1 - I : � =4pKR ", 11 � IE"I I � !, � I � x, '% , ; 6 ./*, ox, wow hmER I : I ' - ' � L REOUIPID --,-- � , I , 11 � � 12..� . I , , i � 444 1 1 I , , , I I ; 4 "W 04 I � �, , I I � 11 1-1- : ' ' � V � - I I , 1 I � - �j I K i 13) ; 4 ''I . a p I c I ; F_ - , I 1. t, 4L, I— I � ! I , I - � 1 L _. ! � � � �� IG LLQ� ,I � i � ; � - , i ; � I . I 1 I '=' i � � I FOP W,;- � I � 9141 . I , I sN,B,uEE ON � s1w a ! I "' "p W. %Pmvx,"-t � � 1 � I � 7 I ON � a � t- NFARAI" 1 1 � p � I � i � I— . cv- � ; � j , "' " _� ,I -, . I I T eL� _ , ' L I 11 I II - - ­___ - _ I - I I �,,,, - I 11w, PANO, LCOOTE, i- - , - __T � -11, 11 I hi..� PANEL LENGTH f - -_ '_M,ICS , � (SM NOTE 1) I .vft�,:: (SEEL NOTE I) � ve-Atm, I /�* Z , I -1, � _ � , �� " W/ _ _+­­ __ -I � I a/ I ' ,I - , . 1 ,7 - --- . ____ " _ � %- -Z ,f7;4,� I , , I ,; '_ i , .,;,�. � ! �� I -,, - _,J�;, M., PANEL A,ENGTh i (SEr NOT 1) - -, t j , - ----I - ."t _­ � +_!, I . � I � � . I I L_ ,_­_­--_--+_11_' � 11 __ I I j­__._____­­_­­_ I L ­ --- - - - -, ­_ ..... ,----. i ­_-__­­,._­ r ­ � I I 11 ­ � ­ I - ­­_­ - ­1 � � f, ­ ­ - � I - � I I L I I 1 � i_,_______ - I ! � I I r--­­­--­ I , ��'­-� i �, ! 1; 1 � - i ; i I . i � � � 4 I ,-,4% � i I i i � , $Ox � � i l SM I i I I I 1� I � � Of ILI , I I 111�x I I OF IL I i : At" � � I i - v I � " -0 MAE 1 I � - ; I � : � -4,13 : 7 � i _41 L ��,r I I I , 11-1, � � �, � � f � I �, �. 7_�_!_]�, � � I � ! 1 1 J" - , ...i`_xA`1 ,; 1, I � - �paor, � ; I-- I I I � I ­­ -- ,;a�"L"/"N- f- �, 1�1 j , . -"��n- I � il '­ "I � f , -, '� ;w"11* io�_'111 j v �,C, L' - - , I I t � f If,* " *� � ,., �0� -- I - _-, 19 � * � I f "', , I , I ­-, X. 12 k � Vr AS --- � I & I I I - _"____1____j & �� I . I ,,- L � , I I 11 - I -, , ___�. --- tL. .1 _ I 1 , I - I t_1 ;; " " - ,� I , � ,�,, ,�;r - I � - � " I- :,� � I "I i ,1 C* I LAC SCREWS . _ 9 0 OC� WJ, 1/2, - " , I �� ,,, N 2*.4' WOM , , , I� -IQ PANCOMATE PLUS , -, � ­­i­ _J14 REWIRED ­rlm �� , , I : 11 - I � ", - I I , G__�I� ,_ . " " 1., ; � , � I � 2'.4* WOO �, . , , � , - Z, REQUIRED " , � I� I I �, , - 2'.4, WOw_PIAn. ____ - ,�, _t_ _,,, �,, , �, 1 � - -, I� REWIRED 1, , � , , mw THAEAM0 mowmN *I I , " 11,9. 1 7/11' � MIX _��" - � �­ ". � �, i� I I I I '� ME, ,,v , ,,, � , -, . � , � � , � " I _11�" � V4 SCREAS 0 , , , - " � � ,� �, ,� __ Ile,,Z: - I � 91A90FRED A/ I 7 , I 11 I , � � 1�� � L , i _ � 1 � II� 1. , . ; � � , Limorn- BE PkAn - � , 111-- ­,�-_-_­ � -1 , I , �, i � I , I I 'I %I S=TM 'F 1/2- wii� 11 `1 ''! D CRETRATION I - , , t� I � I , � � 1, I � I - , 1, 7 � I '-,I 9mamm"m ; ': � I - � � At MOW%" OF Pw`TF I -_ I - - __ V-- - SCALE,118.,- '11,1111:111, � �L QIREU I MUNI Moubm"G, Imaal.&MN =Aa 1/4-t' SCALE 3/0-1, IN= 1� INSTALLATIONS FOR ALTERNATIVES Sk 9W & 1DW OAN, V40 ANO "EIRM, 100104 BUILDINGS WITH XS�O_ DESIGN LOADS UP TO +43,& -48,0 D,v,f, PANIEL'S LENGTH UP TO It , -4, I ...... �/ .,.- � _- " 2. rOR NEW 'wow PRANIC CO FISTRILICTIONI WOOD MEMBERS TO BE SOUTHERN - EN % 1, NNE NO� 4 W/ SPECIRC DENSITY OF 0�55 OR EQUAL , . � jj� FLORIDA BUILDING CODE (High Velocity H., [cone Z.ria ­.___.. - - z 0, 41 13 �. = = * ,*! _0�xlfim___ ---------- 20 GAGE GALVANIZED STEEL STORM PANEL ,P Omvm Or TOP & BaTTONt MOUNEINGS CAN BE COMBINED IN AW WAT TO SUIT ANY INSTALLATION, - - � � I = I - 1� , , -, - -� TE "ef- I , _1 ", "I" , ., , RVD-,� . k � -,A-�-%_-�, ­f " - -_------\ GLOBAL PROTECTION P"OUCTS, ILLC. j / �ILECWI*C, \ om sm. 6* STIM, CAME. R_ =14 , -no-_ FAX ("OHR-1040 'ma'r-.- pp.-.-�- P~m (204", -I.A.- _22- 20-176 , 1 A- � . !,.,.,m ,*,Ow. 19" OUNINO A� """th i TO ovi ;;�,_�"TE - Comte wv�,;, TALUT - ' - 4 - - - =­ - I I I I I I-- ­11-1- -1 _1_1___­ 1-11, i2MIA jkL- L . - I _1�­F (1) (1) C_ U) ­0 p0 -Fz > (1) = -1�- -i-A 0 =3 (L) a) L_ C)_ 0_ C: 0 0 L_ = 0) Cu -+-0 L) -0 (1) .4- 0- (n . (3) -t-_ C= a) =3 -0 (0 0 0 -cu -0-0 -= Cn = 0 2 a- q -2 a) �t c Cu = 0 = U_ I.+- — co - Ln U) -0 a) U) E L_ 0 a) m LIU O" 0�. _a F_ m -0 %.+- . C 0 CDL < a 4 z 7 w , mi I __ — - ___ DONCEIM, ANCHOM CONORM A104ORS FOR C04CREM A4CHM. SM SCREONLI,- ON $1WET 4 ,1 -_ (SEE SCHOWLE (SBE 504coua Ou-",,", � WOOD smm SM SECT" ON 54M * i N fiCTERNATE LOCATION - INSTALLATION DETAILS FOR OPTION A I FOR LIFE SAFETY ! PANEL � SHEET I.-,-\ SHEET, 10 i & IW/t5 (1) I ,8 , vm=.--(�)-, -1 AT "O PAWEL (A� j_m_ - � ", "' f �_ T ,*I/,,', W4. WAI� .1/4 . 4/. 1. 2 Ji: 1w/ r � PANEL 08 I " � I - ,/.,$ LAC tam 0 ir p C_ w/ . � I , -T_-7- �---�7II ( I ,g�.­X%=- - 'i _j poum CMCRM ­ I �111 -.1 roo, I -I' Q, - - '. O I /2* ­­ - __-AT END - - INTO EXISTING WOOD aj9V9_T_M , , \ I ­ - �_ ­�, . ll- . � - -,-- - STUDS 0 EVE"'? --- ,I- - --, -- *- _T i - — - . � - I'm. ""' va� I ;11 -1 - � I I I . ofritw I " I I '�_ , - �K 11 i it �_, ,,,G, ,,�., b_- t 250- , - ,- '+I4 7, 1 ;4- —,- ­j ---- ----- ----- t" I I ­­--l- - � 1 4 1_"t,H t4,-f - I V,2 la a� C.) I I I I , I ,:-��­�- " 'LI � , , u -MAED 1 1 1 1 1 - I � I I 11, 1 1 i I : � \ I i - " - - FOU-0 tvwA;;rm ", � \ -4 � , I I I �� , - I H I I 1 I I I I I I - I I � I � 1� � --I-+— ,- m - %, \:� ,'-,�,T I _��_ � i� H I I - '.,-I ­_ ____ --"I- �j._E­,)j----- �)__ _____.____ ".�� / I ­_1 r �, --- Cn _�.� \ : `sl, i I I I __t, $' *A, <CAa 4) r-----,-, �_,� - �­ . . I � � � I U I L� fli I k--­-,�, I I I 1 1 I 11 �i I I I I STUDS 10 EVERY - I 1 3 t I � � f � 1! A � 11� ��_, �II I I 1, I i I 1-1- � 1. ILLI I- A ­ _j A, !L�i,"�"-'-4-L-"L��,�'-''il-i � I I I 7-TT, I �__f ki � I " a) I � ; � It 1 1 I I � � I." _. ��A" � ,It I OVERLAP __ -I-- --I'- I I - - - --4-" � i " � 1 -11 11 __ - I- __ �, 11 7 ]­�_j­, - � ­ 1�, 1' ,,, � I I I I I f, __ 4 1 i I , I T I - -_ I --- -_ - ____ A I I ; I \ 11 I - ''--- �__ iI � � I I � v 1� a) � q -T I 111.16"P2,21 i I i� I H 1 "'- --I , 41" ; - � ,,, -1 L - - __ ­ 1-1- � -1 "Llil i jr �410 - "I - i ; , , I 3 11� � A3 - I it I , i I I I I I 1 I O� , I , , I " i! I r- my ON I R I 0 EAmj i I irerry" P 09 I �m� I I . � w I i � � � I 5�, I - ��, I I -I I I � I - ` to," :' - _'� `6 1 't, TON � � I 1 i \ 1 � I I , � 1 1 1 1 � - -11 ­ '1;%NNNNR6 1 , I _L j-+ I \ I . I I I �__A ; � - - )l � (AIM) I 11, I 9 — 9TO. 4 1 1 _­� + ­HJ4 �11 I I � I � i I I � "" __ 11 U) � : ­1 ... ­_ I .11 ,!I SM tj� I "- INITIRFOR PANEL \- END PANEL I _-(�) � � L' la Ir "m 'm __"�_ � j' - - "Of i9--.�)FI-m., 67110. I I i � I I EGf _F__j ,�- ::7- ===:;- - - I , - - (� _ �� , � - __��a - lk �': ! � t 1/r W11 r ___ -,, 1 �, I i 1 1 ! 1 41 .s � .. 7. OMR 1 -7 =j, '�� , , * I I 112�1 I - _t'l " I_- L1, I �j 1 - I - Tgavl!!Ti�v I L_r, _q1 -3, __� I I Rmiful i I, '7alm I i'T tit,, i I 5,4j�L �V­ , - " - 'I 11�_',___� zl , -+=-a SS I , "' , F - I'D - f --- I W� �7 I I I -1 -1 i-1- AIMI) L Ili i 11 ---I , 1 1 I � 't \��i I I � CD = , � I .. � � i+L-j_ t 1 p, 61 0 1 1 i . ii )i - I I I I ists orf, qi.� / � ii.1-11 ' __/ I � i =1 I — I I � - T 3 _1_1 , ' (�� OR, . I - - �j L -11 ... I T 111­ FO�� 7j, SO. - -_ . I I I -i I- [ " -1 L -1- T, � J_ ANCHOR ANWOR I I : I - = m I ! 9 (%� w 2/t.3 ` j t , I I ­1 . 1-1-1-1111­11-1- � I - 111.1 -- ­ IT OR DIRECT MOUIP f I I I i � I 11 __�_i -I"- - - � I SPACINO SPACINr I � SPACtRa SP=hG . I , I 1111 I I , -1, - i I 1� - - - - 1'-3' JR. - ­­ � L ­ ­ i - - L--.- -1 It � =:`(.11�wl I I 1 [_]. 1­ I @OR _ __11-31 Mil'-- - i I I I I I I i =a" i I� _-, - ... > I I . I- i I NITRATE i � r% �__ I I 'itaw '*AM. - -- i 1 1 1 1 i VID � I � I&" 1 E Orrms 11 . -t;,--.%,.­; C., � , - ,�:T � --- 12 10 INS ____v 7 - ACIOLINED j 4 I DETAIL I : WALL MOUNTING INSTALLATION LV_?MCA= TO SCHEDULE 1) EIAII -1-;-f LE TO SCHEDU") 7 - I -II,_ , , I �,,,�,�,,? '_ ,- I � I i 9 I 1 =ALF_' --4- 0 " ; I I � 1 41 411ir - I- L_ d LA) f - + I �� I -_ - - 1,i 1/2- ma 1'e � , I I � I , 1 4- - 4� 11 , SCALE- 311ir - r � , I 1 ,� ;I I L I 1 AT END PANO's) 1 1 ATtkIll .n�c,n^.Law � � I I v I - , I 19 I I I I A4A&M9M_A1&,=I9N EREME _--r-ilt "' * I I ,. w i ce rr I 114 , . ! I F, %y - � i (SEE LS Ijt4 � -ALtE NATIVE I ALTERN-A-T.IYE 2 & 2p.) , RV MACKIE - I , " E110 � i I LENAIR li�S,,,z,[4- / %�% T I - � . I I A'Lll PONDINC MAXIMUM ANCHOR ULE AT r8) FOR _w $9HEOULE , , % CL 1�' 6 I L I ii � I i MAXKWLAA&.-DLiLQLPN.VMREJMTWa-UAJJ-ANI - ` mum =;j - ) ! J� a /+ , 0_ -11 ,j - __t_rj i�1.4_ _ I 21 L �', MAXIMUM PANE OR 9 �, i - I , I TU� I �/ ,,,� I I I - i I I I I Z' In S INTO CONC TRUMBES tmftcls�QNLt.jq-nclou�,-I-k":,-&Mcw-l�-X.Q�p I , I _t __E`_ '. , �, - i - , , - � � 1 11 i � i 1 JJW14� 2/4, 2A/4� 314 . 4/4 i I*', 24 �W/15 L014, & 1w/15 I � U) I " 25�_14. i � I % 1, I 4­1­'_�_�NW I � 9 I : - f I SEE $C�� 1 � I i < � 11 � r - I ,� - ...... , III i I � I � � ALTERNATE LOCATION � "A OEM I I i I I I 10 %AM ,� OwwwT4, � ! __qj I- � - I ­� ONLIFE SAFETY PANti, L_ lzftmwx-A I-MLW'-"�lown.�UONW.Oa-loe-4-aamww-,-r-�- A-14r--* -�.t .1, -.I I 0=44 1 MR mm � , I I I I -+--a -_ I L� '� �,� j � I I j � I (SEE NOTE HIELOW) GION a. upok OF 10-w I - ___ �Ivs . TO $rFARATM - , i - 7­7 t 7M R�11­�__. . - _­1 - o�_.____ - — - 0 1 � - � LCr'M' OF LIFE I I&OOmw Api OAK- PKAMAME 10mif b a 4,F, I ECI - ­ �LI AREA */No M SAFEW PANELS ­_ 11 I 11 11 __ �___ - �,t, REGULAR PANaS W/ OR - , ­­ _­ c_v .n. I O V.-% ,��. , I ­ - ­­_­ TRA"s (SEE NOTE I awwtG" # %kww PAM - 11 I , L I . - � j j SAFETY PAR-1 OiL I I I ;1 " , _� � (-- I I I:�i q - - .'�,-�,' --------7 ­-, - ---- - I L_cta-�_ - - I - I W/o REGULAR DIN) * LAST PAND, C 'to wzm 110 1011mm TO q� COMWTI04 I- OLT i � SO � (D "a REIS ANCHORS -1 , I Sq 70 BE WSTALUO AS ' R'w OF I � � -i I 11 1 =3 cow 1% ­',`,' I ­­­ , ­ z 1, UNINC $A111 "'C"A" -1. 'It", CO'CoRm CLAORETE JCI;j�;tE .�-.I-� '17141EM �, I � in . " ALWA .AN f _ _ :!J�S ,F,(* � EEC +�; I __ - ;1 1�_; 6' 1 R/A W=r1Pj,j SPAIAC MR IRVIALIATIONS WT6 - - SO , I � , - -0 �,­ ,�, � _ , � C va,­... . , 11 To F MEN= _V_ _N�A_ I & 7 2�L) , ER I= THAN *OCAIW ON SCHEOU I -, � "; 'Rvo , � Iff 1 Ns Be P""VED +55.0. ­10 -- - _ __t/ - a *10, 'N" "U"I"Irl, I ! . 71 I � 1 4�ltv 11) &141 ORM 11' 111A IVI, __N 1, A � \2. --- . ,_L__ ___!: __ - -_ -_ SM&O ON SCHEDULE By tK row"G FACTOR24 FOR THIS OKRAIMN TO BE POSOBLE, I L - T MIL- ", ' � 1�� 9- r 9- 9. ir 9- r I "r I COACREME ANCRORS ," TO BE RMALLED OF ASMOMOO, FROM INSWE '. 9. , (BOTTOM) .5 -0 OR LOSE 11 OF STROCTIJITE MUM SPAOM OBTAINED U2K TACNA SNALL ADI HE LESS TNiN �FIW VACcr, i 1�, (SEE wilmu ON ; 1.­1­_____1_ -,- - - - - ­ i __ - .- MeCAPED FOR EACK ANCHOR rft Ar W_40RS LOV0, I - � I I , � PIATE I I ; A= - .m VISAIM - --- L� I I , � '' REI, 0 '.) -------- E 1. 11 ­ I I I "I v _y NJ� �A 6 WA v , N/A jr NJ& - I , � I J � I � �, P I I -A I I I - *664 -72O -, _�� _ '± _ --- I 1k 2 ME) I ! . I I , � I , _� REO P UU4,'TAt I ATtftld SCALE 3/32--l' . __ - 01 to 71-61 t/4�4 1/.. r -p : 3 - �� � - L_ � � 7 � I Ii, v � 5- 5- I 9' ') 1/2* .;__ �v 0- #K"* TM � - 1/4", _ �"-,!��*,�-1.�",!Z�,-��--ll-,-, - ,L - - -- ­_ � � I I , 1. I ;� -� �I L 1. - ­ 1 . 1. - ,.oW Cr ,,,� sz'n �� I rl"� - I - � ------- � --- L­ -1 I � 1:� I =all -1 , - N/-A , , . . � � � - --- N,�A I & � I - � SCALE; �/B" - I* SCALEt 3/B' - I' � �,14' 1� Go 49 0 (�. -, .., 455.0 N/A N/A ., - fi. - To "_. I � - - . � w 0- ll � - 7 Ill , '� -, __� �V-m ik-�I - 3 � 1 3 1 3 1 tvr � " I - 7- 1 ' Wlt_�,��xw"51EMLAWALI910h� I :, . �, " '�, I �� ,11 .w� -::: 3�E I _1_ 7 _ , i ,�-,/, - - ; "_ '__ , j____E:T , � _­� - _\­�_ �:___�s �'­\_1_24'1� "-4 IA..*, 0',, 0,4 3 1 _'­­� I '� I __ � �_ ALTERNATIVE 4 FETE -_ --- 'Fw ,ir 111i, 1, LIFE SA STDFBA PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANW) I I 2�1 .. - \ w -1,-, I -­,­;---�-,-T-r-j:L,-:::t:1� w EL -v 6- I (am-M) "' , , _TiE �­ _:=" I , : , 1____""114-- 0 a) Or AS AN INTERIOR PANEL. tANY PANEL LOCA'ADA! OISETWEEN END PAkELS)� a I'M" i i IT NNW, 8 ( �&d=&L�S,��-CONMQW",-O=-A-t,,-.ZJL--o 1Z _- FACM 1 11�� - 1�4-� gj� e O,C W/ , qr Cn 'i, d I � LIFE SAFM PANELS WAY OR MAY NOT BE INSTALLED ADW04T TO RffAPAR PANELS S Jt1T=1%9N11w -3- 2�� , - - �400�0", " RCRELTON OR (w/ OR W/o ReOULAP Twm) Ba NOTE 11 11___1_­­_�­T__,______- ­­�_­__ ­­�!­ - - ,-"-- __­ __ __ _­­ � " - - 'SC ___' ./ AANANVA AS * Ax w'. "Ato wa AwLq vas I mut *x- W. " Iw w ARE,* APPL"a TO � ­ -­1A___ -­ ­ - __ I,----- ­ -1 ' " .'--'5 53, V.R a �__ �_ ___ � ' ____ 2 Wr __ I i il "'-'-- I ---A ICU 2 UFT ONSGIS OF 0,0396 GALVANIZED STEEL SIOPW PANID_ AS SEMON B-13 Dow" ML wimw ___7�4_pFbN_- SECTIONS UAKRAIM TA�EL ---,-.,-. ­1 -11 I- � � I-- '- ­_­ t �� ­_k I N--MATC VCMALE V OR ALTERNATIVE W9QQ ERAME CONDITIONS & ANCHOR L09AIMM " I :w &, - " W�� OPAWING. fteMft 4=w A 4 ­L tft.) ,­0111 ­____-.,_r. _i7___. , " P�'_­­ _1�! ­ f___j­_­__ ---N,--. _e, - ------- I "tIE01100 PARCUIATE P" 0 CC Z 1 A/4 SCALk 3/r - 11 SAFF­ -GN L - - OD - It* 1HREAM F`I`NOAAT`C6' To 04 *= in PER C.F. .......... 6 ,Rm�v 2 OF SCALE 3/32­1� iq_ F. To TFO$ PANEL ALLOWS ITSELF To BE RVADVED OR INSTALLED FWOM THE 1FISIDE OF � M= � el!�i� A" 41 A I"r � .. _. STRUCTURE. .hTm1-_-u - 1 22LW� __ L CONCRETE . - "A" NOTE SIT,0"m MO. NOT sic.. FOR CUIRfl`f " 1 �49_? -61-3 31 1 1, T/2' - 2 mfmom) r-v ��,i�",­­­­. �W,H1jNft*N, "101INT'jitn", _ ,� I 1 _�1,12 — — CH LCE" ,$,EN,q,, WAUAOUNTING INUAUATM � P,� TILt7.P,,nt,. ENT F TO ,'4- '. � '. - - . ........ !�f ��, .T LIFE S4'ETY I REWS TRACK To BE COUPON Q) & 607,0V TRACK 4u�$ -66,0 e : -* 2 (BOTTOM) 7'-S"�F` -Liss . if. PER .IF2 DF THIS Dmwfufl� .,,,L,k,' , ��* - Ne _ko, x4i, _ ,C BE COMRONE ,�k�� _� � uj , , __­'. __ - '7 ,I .,� � - __�__7_ 1 -7 , S , , L , 2 ON -4ifS FE'r, AS WELL AS DETAILS I & 2 ON SHEEI 14- ,-�!��.,,404 `�� � -_ ---i IJ2- 1/2- -_ 4- 4 1/2- (30;OM) -&- -ORLESS .; 7 No, 44167 =3 COMPONENT y BE INSTALLED WALL OR FLOOR MOUNTED MIAWNG SECTIONS I a �, ;W, -',2,0 :- / ALTERNATBTLAW jr- ir -, \rANs,C *,-. s SM %, x — � — 1. SCAM W - 1, . v ' 1 2 - = : I = ' 5. 92i$�. . 5SO -,=1__T_1/.­ _j N/A /A I* _* . S FLORIDA BUILDING - � % - A. WK LENGTH .1 " FLORIDA BUILDING CODE (Wqh Voloolty Hu cone Zone) ,�2 1/2* t . - CODE (fugh Velocity "urt-tcone Z*oe) �- : NO, 7 . % FLORIDA BUILDING CODE (HIQh Valocally NO arm, zona)j 1, - ___ __ ________ - ­_ - __11 ----- - - _11__1___1__1________1___1_ - � COUP -T � , - ___ - __ __ I ­­ I I - --------- __1_r , I 1�, I- zw, - , KANO PCW, AC, Fp, - . . - 11", PACANG GFEN ID290 ANCHORAGE AT BOTTOM IS OVEJ� ON f i 140. ,*t . � � - WA,ft WMI � fl. .� - T 20 GAGE GALVANIZED STEEL STORM PANEL .- ANCH11flMR FOR GO : N/A ­ 21 :: 2 M"m"0m, �Ir,_i" .T" �','__`, i L , pwvo�- , , j*. � 0, S a � * i 20 GAGE GALVARTZED STEEL STORM PANEL ONVA eyl I' I � �1_1. - . 20 GAZE GALVANIZED STEEL STORM PANEL . SCHECILASS 6& 2� Sw_11 14, S *. :j; iltv �E 11 - - 11 1-1- _­ __ - _� -, INWALLARONS ARf_ 64LY ftdO FOR EULDM V,TA Aso, OMGN !04M W TO % s, E of :*z -Z , , � __ z , COMPONENT MAY GLOBAL PROTECTI "0_ , k--4­7-�,��_-_� �, -, N� L­ I 11 , - - ____ ­­_ I '. ,� � "'�,::i _ — GLOBAL PROTECTION PROOUCTS, I.I.C. er' DAM BE PERMANENT OR RtEMOVAW- - -� ATE 0�_ J�:�--�, O' - - - Is LENOTH vp TO tv - _, - _ I /m/ft" , �A. � ON PRODUCTS, LLC. +Z�*, -124 w ANO Emu _r� I- - At F(0 .. ik _ _ _ ------, GLOBAL PROTE - 'I/amlo __ '. -1 - ,­ 3 SM DETAILS FOR INSTA,"TION INTO WOOD FRAME RUILDINO ON SHEET 15, 1 �P"._ CTION PRODUCTS, ` �___ 1% 0 INC, / L -, �" 4 , - - � " -am $_W. �I 111w - "'��" i7i, -, .._ / , 511R, , \ nm SLW� S, SmEr " , TIMECO..., \ 48N, j1*1 $1 STIME" I" *I* ;T FRAME CONSTROC"m AKWO WEVor To GO SON ",�; " 4� , z 6 SEE It+fm - FOP MAIL APPLICABLE TO THE NECESSITY FOR THE KIALLAnOm , ,,,, .% (w.)iA"_7wL fvF 016,066"m - -4.1. SPECIFIC mmsnt OF 0.1% OR SO '111"I"N"111 , Hi W _ *ww_ P_ I131. 20-176 " tss � -?,e VL FAX� "`=Owv"�W,� PORf-.1 Oct,- H� =I- 6 t�4io� � We", tw)"0_'11z** Aw: (854"_M7 � erw _�, 4, F_ ut�� OF �, , .nss,t .. V%T "--nm. ,-��w SC,qx m -va, � 2 O'- 1 7.6. 1 � _:� , 11 "U`.".=*_*9e�1* "or "*Y ­­U- 20-176 / - ""; ufl� 01 - OISARW _ �.r��� SPACERS, ALT TPACX5 INSTALLED Aa=ENT AND BEYOND TO SP.XC0/*OO. BAND& 7:� Im f. -.1 _ - - -_ - W �­�_� . I � < Ex smjsq"Tumm�E wmp A I" 4" At RNFutt wALM . Tal J,_ PX_ I I � "I. � . _-7E_Z�J�TERC�U.T _�� C,.."w I ami�� �� 't� RAO P,F- s"'maNmu OA-9NWI; -.1 � I_I�.f ...� I.k PRAMIM NO I . � I , I - _j I 11 --...-,--..I ­_ I ... ­­­ -1- " � ....... .. 1=41A� �- ���� __j L��������__ -------I--.-- . A.0100A Lk- 1419T � . I i = = � L -0 �14 I MEK!���=�_-- a_ SHEET NO. SH 1 A. - ____r__J ---- __1T___1___TiI1_L a --I __ - - ___ - - - __ - - - - - - - __ --.-- ! . ; I __: 11 ItA Ill 'j'', I 111 llt.l[E:Il��llittLIL1101111�i;liiiitl�l,il.Allillitodilill��I flh�t_hh� I I I J F - _._... _.._...._ _ANCHORS (SEE SECTIONS ON SHEETS 17, 19, 19 & 20)._..___- _ .__._._.-, 3' MAX. - SA/17, 4A/17. 8!L/16, 32/17. 44/17, So/it, 3" MAK - ] MIN. REW/m, 7Aw/19 a SAW/20 IEH'A'/19, 7100/19 a 0Hw/20 t` MiN. _: D.N.➢r;,A�) 0 0 0 0 n 0 -_ - ----- __ - _..__ _____ ' { I r I : I , ! i i! I I I u i i 1 I I I , j t7 4 i+� ➢ I O .T( CQ ! 0 YM : SAF P1�`�] LIFT rn s �w 1 _ ____. , __ - ._ LL L. A` - I !,akOP �s. `Ii A MAX. ti nt ,1 ,1 / M9NEsMR N°A'f1aR ATI ` +- �.. (SEE PANEL5 r1"NEi7U}..E) WT.RLN, { it 1 } _ . .» _ ._. .. _' �i - : I i rII .. , __ �__;.____,. _,..._._,., ___,._ - • ... TES ribYLFtF9%i-§Cifi d---!._` _ b" 4 �---'I�dTar a lNE S/.TEh ' - - i S I�. , PWiFl IWITW COJa6It5 ) t 1 D.b..@Dr t&_ - . � I - -- - - d!C fur A LEFT k rEom AA`8 I"w' ) 3' MAX. WIT. 4Aj1T, WHO, 3ejT7. 4a/17, sets. 3` m;X 1` MIN, 6AW/S9, 7AN/19 a 3AW/2o .EXTERIQR 6®W/1%, yaw/to a ww/2o i• WIN.` __- __.- ___ - ..ANCHORS (SEE SECTIONS ON SHEETS 17, tR, 19 & 20)- --- __.__. __. - - 9PTIQN 12 Ft�R LIFE SAE�TY STORki PANESQ ELEVATION SCALE 3/16'-i` I/a- MAY. w ,w' [ ._:.-, tWL p.9aw t M4.E WULh UET: S,fEM ,4 _vreRlu, s. I EXTERID L SEQ110N A -A SCALE 3/16`-1 MAXIMUM A,S.D, DESIGN PRESSURE RATING (;t.st_ ,n """A. Itz f .., ,?���A. AIL(/ CORRESPONDING AXIMUM PANEL LENGTH L" SCHEDULE ,,* ;NCENS !' Na. 44167 - *: A : a FLORIDA BUILDING CODE (High Velocity Hu 'cone zone) F a r3!rAD m?Ero. wD. rA ,sf� ., tQNICr#,.r.` I 24 GAGE GALVANIZED STEEL STORM PANEL DRAT m ++-, �'�'''��°"m�r t GLOBAL PROTECTION PRODUCTS, LLC. ef° _� LIEC.o e. IN 3v L{! t aAaG - n1 f .l'' 11i1R -I-*e 1 [Ha INTE�ING L`flMPA# LY!-7 FL FMO4 El rtw sm. a r, 100.,'ImNrr ro u �. {assnas, rAx: taa+}ede-Arty 30-•I7Tr .' Pan gaai an..vwa 1 47o-Tait .arc» sat ♦Y. w ,wE aourRo-i.A~P• P.E. SEM/SIFdMTUREAMTE CA-OD06r14 wKILA A TLLIT Jr.. P.E. 5 $NC57 is eF 2d r an tT_au s .: -. uc ] _ _ MAXIMUM A.S. P l D, Max. PANEL LENGTH MINIMUM SEPARATION I PANEL DESIGN PRESSURE j %- (tt,l TO GLASS ] CONDITION RATING (P.S.TJ 1 (SEE SECTIONS) I +55.0, -72.0 g'-g" 2 3%h' UNBOLTED I INSTALLATION HEAVER --,Ir .___� - ._ - , i ; I � "I _ LENGTH BELOW) CLASS NUT BY 1,�4* 7APCON ANCHORS 1/4' DETAILS FOR QPjIQN #2 FOR LIE- SAFETY STfJRM PANEL SYSTEM INTO EXISTING WOOD ST11 - 1, � [, 11 11 RUCTURES 7 +I I a:T ` w'eKw tP}:ADER i r '•DU N. - F"i ! L EAOl7E wY100 HEADER - R I , wOaO `�EQV4zE➢ vow IT TCE+SU .L IR - AEQU REP {. : t - 1 a"# -CON AP r e - CA d T 4"r T 8" "--"'T"� PPCQN ID OC Igo T 8! i ." / ✓ APC()N B O.G. 1 aY TAP , p ,r �� .-,. ..� �COIL q 8' O.C. I W 1 7 MIN ✓: M a 7 : ,: " REAaen w i ^ MIN. ,. 1/2 j , '� ... J 11 TH ED � ', .. w- READ MIN, TIW ". ✓ 1Z t l T EARED W ma, I----LL~�y�, _ Z NREAQEb P// RAR H AT ENE'T O Mf{10D PENETRATION A4 T N WOO9 PENETRATION AT WOOD PENETRATION AT I ��:• 1Ypab I; . HEADER � V � t HEADER HEADER HEADER it .. I 1 k ir ' t/ 14' / a• /i4! '! IEr,k6- '�-.-Max,�-�f'%r,,=E::.'�,._.t,-_dR4'_IMPx.iZ"'�2' �177ij• yy'if�. -2rRn.Mm';MlnaI•�Y'(�`-'�ONT.:":t➢NT'�yIt qNf. E1(6HNG� �'-i'��� � ExLiTRAG j ba•. SEPfAa1�. ' i , i i � I PANEL IFNGTN CVuS '" (3TE StiEDVd -- ' [. � � l' Mmx. CL"AS-r' 3^-' - gE Sp®IAF '. ! [xt 9rEFT tdj 1' Mr+, ` PANEL LEttG'T}I patygti M) { I (SEE NOTE I BCLaNY t (SEE NO'L , BELOW} 'L" �. t PANEL tr.NGTI W,. PANEL NI w.: s1P,,w.rroN LE EXISTING i t t '' SEE. NOTE 7 BELOW) El05DNC ' ' { , .. ro aASd 5' NOTE t ',: Fk r --- -._ _ r CLASS : ._ _ _.... _ _...... S`CC iGIEi%AA f E f•- { SaA'uuc : € 1 a 2lSx'," i {SrE ) 1 -- � - -- - 2O. 1 • T aN 9QT td s x 9 '. S.S M.S. w `-__. J : } { 9 7ja`A s 3J32' { d 7/B'm a 3 32.1 i - WIND H /a U` f WI D , t `•1_ ' �: �i t.. - _._. i �AJa'P TAPCON _#. .(..... '.. . I 6. O C.W) 1 Z I r -_.. •, THREADED ? >. ., ' .-.. . . - PENETRATION Ai :. e 79j ___ .. , I � �`s i MiPWIOTH OF PiAt'E�' T .. t 6' I JJ E" I I i r FA. T _ ...._ i EQ, �' - .-- -:: - -' , E'0. _-- .i' EO. . , �'� -� CONi. COrft. &_; 1' . ]/ a 20,3/4'S.S. M.S. WJ E0. ....' _ ., 1/4 m-2Ox3/4•S.S N5. W/ 1 I T a mx3 3z' rnac NUT I a x 3 J2' WING NUT ! 7 "rxS 33' 1NNG / 8 r x 3 32' ICING WASHER e z 1/2' o.c ''I YtASNER O 12 1/2' O.0 N(If WASHER (BEYOND) j WASHER (BEYOND) i �' 7 a" w TAPCON A 6' . L: ..: ..__.._1 '4•r TAPCON @ d' O.C. .. ,s... _ i a•r TAPCON a 6' O.C. ,:.., ., t'T; -_. Pj 1 1 2' AkN. THREADED `-L I JSTaaoEnEn w STUD) " sr STAGGERED w sruD / / l / ) � MAT / F ! FON AT TH i�+ ENETRA7 u DWO W t i i 2 AmH. �// THREADED W/'i 7 7' WN- t :: P {{ OF PLATE ._-__-.__. _.. e.: ... PFHF1RgTtON AT Er!tAWOTH �, .. PENETRATIOX AT AA➢YAOTH - ' OF FUSE � ', OF PLATE ..� -_.- ` � '. T�D PLATE '_�ir4` WOOD PLATE --.-IXIIRED °xa" wIXID PLATE a" w __.___. NEiiDiRm _, ��MR1Ea P"`TF �� $Ij�,�1N5TALLATION WALL NTING WALL .614.U�'ITItIG..�NSIALi•ATiON Mlel! MOUNTIN,fr INSTALrTIDN, A.LTEIC►#AN%i� IjIsC�,ULAR PALNEL !;Il�TI 7BW - - 3 B`_t• ALTERNATi4+E BAW ALTfRNATRTE S811P r O LIFE ��T PANEL.. {R,�IlLAB PANEL b LIFE SAi`EiY PANEL SCALE 3/B•=t" ST;AE,E 31e•a1" SCALE 3f8 �_` ���'fp'ru,��r�>.,�s+. aD7%: � 'e':� ,•tA�,ENSF'"*.� �y FLORIDA ,. INSTALLATIONS ARE F.aLY VALID FDA BUILDINGS T5?W AS.➢. OESKUt WADS _ '�:' `' '' BUILDING CODE (High Velocity Nu cone Zone : UP TCi a5515 -720 FSF AND PANEL'S LENGTH PTO B'-e• - - 3➢rG iWECO, an. £ No. � i fc � n20 GAGE GALVANIZED STEEL STORM PANEL QUIRK 2. FOR NEW wOPO FRAAtE CONSTRIACTX)N: WOOD MEMBERS TO 9E SOUTHERN_ : PINE MO 2. Wj .!'RTC QENSTTY � 0.55 OR EQUAL � iT : ''-� � 1' • STA f �•A _ -� f � GLOBAL PROTECTION PRODUCTS. LLC. "'J�b`�° : ,011ff•.• (y // �L E�T o INC.I,kTE �i�'JO; . " L jQ�����f f 1 ABOO SN. 41 STREET T@1,nPTFSnNe a [rKEI p.0 COMP a OLdiE. R J33t4 ' M.. a, rs NN. vn®Ix Wvaa,s a n, TaKWtE te)ye�-Ts+n. EAc (an.)dda-star 24-T 76 _'%..;L�S51Q OF ,ALfG . ` a..... t,m)ol_rw r.: cb+, u,-ra, , Na- 'rllllliff fIlHSY P� �� G-Drodrta wAL1ER A TaLt A.. P.£ MA I,- _ _ Lk. 44157 _ SLRFf fa 1 id POCriF.6 CONCRETE OR CONCRETE BLOCK RECURIED__ ; �. I � EDr . � [ as11 I f trn 4F9N4atar W w.m6 azE 1- dGff°aaE an 1 aa4s Id) F.IAsS L. : I ' `_ I POURED rAFtCfgT�. OR OatCREEE a({}CK REIXARED -' � 1fa, Na . EOr 4 CDrx1 M'n dFRwATON to '. ar.� mu m0 Ex I PNET iK' xx b�.1 iYi GI O i h y`a in , y 1 Ps I )9)9)9 � 0;�� 1 I... � -_} 1 1 3j32` WIND NUT Q 12 ifs. I f4' YMOON ANCHO!TS 6 (STAOGERED Wr STDOj - .POURED C'GVaRETE DR CONORETE aLOP:K REQUIRED WALL IL#OUNTIN • INSTALIATI N SECTION REGULAR PANEL SCALE 3/8"=i" I C' 1' NUT WASHER Cf'd£FGt#0) yr+" TAPCpN ANaNaRS _. O 4 TJ2" O.0 (sraADERED w( SFtIiT} POURED DDNCTtkIE DR CONCRETE BLOCK REQUIRED 1 �+O�tN11dS ltISTA 'I dL;TlON SECT__1_Ol�i 3R 2_R(EE SAFETY PANEL SCALE S/9•=i- OR N%°llpE tYlE tµ1- SEE *PIPET to d 2D MR ANCrIORS TYPE & - TAPR9t .. $FAUNG MR !tE'fAMASiPK a1TO WOOD FRAME &ILDHG, tAb umtm aMC9tO {M.) ) uPAUUu nNVIOR vrcwcs AND 0xuM t+a7 �) EDGE 66TNiCE ARE RLD!GTE➢ ON nas Tusar� �_._ .. dilE➢tAF FOR E0, LESS TtWt IaD1GATED ON RaaAaai Ste,aale aP4 CwJ ) ..- sctanLxs sE➢ixe ANcrga sPAGINa BY MULAPLritM, SPACING 5>Wwll iRt SCHEDULE At7LN, �. (M D�!IX+) FACTION do THE FOLLOW" FACtORa. FOR THIS GPElUTtON TO BE POSSIBLE. iNOIK.E➢ _. __ TL?' ,..___ � --.-- SPACING O@FAM4D USING FACTOR SENL1 NOT 2 #lam ' &E LESS TMSN MRiAIUM 9T?ACRIG AaDK:ATED '__--- ..__.... FOR FMN ANCHOR TYPE O10 THE SCNEULA£ ,. .-- 3' m AD POURED �,CONT ". - ___,%C - 4- - 4 I CONCRETE, PWREYr CONCRETE I _4G�AG.HMREb�1'�+�.4��ENtiO�-[_ `2 f ija � j e f4. M?x,__I MmzLO!'�t�`castI,kI � I 11Mrs MPAW.TIaI R Y 1a. StBMARgx ! Y may. eLxsr '+,k agar 4 ( { i3 I � w TAASS' j. j ! I :.k Cs t�t�-.,A g E5 Ii 3s' c�5 p d d I I i ' { 1� I C S' y 1 � �., _ r e �S �,Jar ID.1 SS ' w i � 3/3z Wac Ealr • , � aITArAa - - i 1 { I ! "'"T d• E-0 iS Epa l I: I '. tj2 E �.' 4(a'r-2043/4$.S N;S., wf S {"f _ t(a•a-2Da3(a"S.s. M."a. w( } ' I 7/a`ax3j32` WLHG zhJT WASHER 1 "')' `�7f8'aw3132 MNNG au7 WASHER :' O T9 tf2" O.C, ',% (REYOEfO) I __ 1/a`TAPDC4iANONOt2S � � t0/4" TAPCON`a, a 1/2- DO,_-.a3tcHOAS a a 112' DIG : _.__POURED CONCRETE __,F'cnJRED CONCRETE OR LXriM.REtE 8L0aR OR CONCRETE BLOCK WALL MOUNTING INSTALLATION WALL iA i7fON WALL MOUNTING I57AL1ATlOFI SECTION '.}8 SECTION 48 R_..{#EQJ.AI,R PANEL 0 LIFE SAFETY PANEL SCALE 3/e'=1` SORE 3/8"=t" CODE INSTALLATION THREADED W�T; O T O FOR IF SAFETY STORM PA E SYSTEM INTO EXISJING WOOD STRUCTURES.. .I j a,. 1 - I 4 APLO 6•.O M O 4"Pt �I i APCON w 6" MD.. > 2 M7N TH D ,� / f ( :.."Y! 1 / T 2 MIN. j PEI NETRATION AT WOOD PENETRATION AT ,',I RE WOO €€ 4 HEADER FADE HEADER i' , 'i i' }} !{jf '.i t I f / t i I' / 1 MPI. WOOD HEADER w00a HEADER _i�1U_ fl�Mn ACQUIRED REQUIRED REa W W.. FhPrealil4i - � sLTKDLA.E �. E'_ S I & FxiSTk*K`i ON srtE,T ia) i '. --i I Mw AKn1 GiAS= t 5rP »N 'L" WsA. 1° Mw. T➢ wA45 3 PANEL LENGTH ":-. ';" PANEL LENGTH {K,g7 >�r�t x6 � (St NOTE I BELOW) iJA m 2WS" � ,-.;._ e' r (SEE NOTE t ae�.aW) GfAtt I 5.5 M.S. wP , { - .,. , _ ___ 7 8 m a / 32 3r y WettO NUT ' , c } i ' ' I Y { I I _ ' r. ' jf ,. ._.. PPP I I i�l t j�i i t,_ t . �) Ea L- E0. 2'0' wgaD PLATE � I '.,7/B'R a 3f32' WING NUT 2'x4` WDDD PUTS .1 i I �'7/8'a x 3/32' W!NC NUT REQUIRED ")` WASHER to 6 ,/a' D.C. ACQUIRED .`i '>' 1,.: WASHER 0(BEYOND) /14-I0 PANELMATE PLUS ..f Ifs-iP PANEUaATE PL1JSr '�� _ a 6 I/4' C.C. w/] r(e �, Is 6 I/r O.C. w 1: B n MIN. THREADED PENERU Qr! �;` P MIN. mRFAOEa E/NE1RAnav i TN 5 T M10W D PLATE AT A O UNI F PLATE .�' M{ ➢'tH O WALL FIOUNTINc INSTALLAjIDN wALI i _#.IOL!NT1N� _INSTALATtON AL7 I:l4Aitk!" BikW s4Uq)te1NEWEEr ALTERNATIVE 881V Q .REGULAR PANEL ;'��t� A. ttlt/�,r� 2 L3FE SAFETY PAN€L SCALE s!D'=1" ' Sr°".. �CENS .;� SCALE Sfs•=.," tisT'�' ti G` -� FLORIDA BUILDING CODE (High YetcQlty Hurraana Zone d4167 =. WsmD TLT€tA. INC, F.P. ' No _ ZO GAGE GALVANIZED STEEL STORY PANEL ]- lidarAl.LaTlONNS ARE ONLY V/UJ➢ FOR BUILDINGS Vlfi)L AS.D. DESIGN :.DADS •'k - / _..•�'K �` UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO B'-8" . � ;` E 4�"..- - � ��I f 01�� 2_ FOR NEW WOOD FRAME CDNSTRUCTfOk: WOOD MEMBERS TO HE SOUTHERN °i •6T, S A � y�� �F i�i r!► A GLOBAL PROTECT7ON PRODUCTS, LLC. t C`R�^/`2C� F t I der E L V i M C. .MOO 5.w. s] SflaEi PINE N0. 2, w/ 5PEUF6C OFSISRY OF D.55 DR EQUAL "%y�(7,{,'. DPYQ £ T� t L NFCRNO COMFY MY£. FL 333 4 %FSSI i �. 1p,.,,.�� �,m.mN. axtoa n ,a FilopE: (Psa)Imv-TSM, rAx: tesc)eas-d7s7 24-1 76 "/lrltl N A �.,­ CENT apt-,m, bLM'NO fb. NMH)1Nr Sr?.t/SIWNTURE(pATE w'+LTER ,t :IVJr t,y.. P,E. �� - - 44567 _ -91 _ wet 3H4T M M 2b POURED Qc*ETE DR CONCRETE %LICK REWIRED E.[ 0 . I D I S OR PT O LIEE SAFETY PANEL INTO EXISTING PQUREI) CONCRETE OR CONCRETE BLOCK STRUCTURES _ L.a' TAPCON ANCHORS.1fd' TAPCON ANCHORS 0 9' D.C. 4 ¢' O.C. I POURED COItLYtEETE . `. OR CONCRETE BLOCK �' _ i E.D REQUIRED r 1 i Y I I Cat] I ' - SD,AAiKav to 4 ­0 [� : �_ tj sled NT!s - _ 1 1 Ili I I __ _ f ) _ b Y-Yh - "ry I aJ T Cr i ;ralm lure - j -__ j +I E- r I• ...... P_ ....1 .. ,{i a-5D'r RA CUmTE PLUS W/ fa"r v 3J32' W84G NUT WASHER {8EY o) POURED CONCRETE OR CONCRETE BOCK REQUIRED MALL IJQi!( INS INSTALLATION SECTION 58 O UEE SAFM PANEL SCALE 3/8"-t" 19 I p14»tO'r PAWELMATE PLUS Wd '..... '9/8'a : b/32' WING aiUt' wh9r1ER O d 114" OC, paMaEQ CONCRETE OR CONCRETE BLOCK REQUIRED i+#_A13 MOUNTMNi #NS?"ALt jTiON $ECTiON 5A 9.RE.S.tlil.+R PANEL SCALE 3/8'=1" ,J4 s ifar SEE SHEEP T9 ! ED FOR l41CNDAS TYPE # AI✓GIOR TTIE lint,PIdB1Hi$ SPACING FOR i,ISrAIJ, 4AatS- INTO WOOD Ar Alttl MlNtatalM � o�) ) ) EDGE 0lSI'AICE A# MDR",ATEA Ert Tim nWaE mnmR LOmx1i On.) 3 3 SCHEDULE :rot E.O effi TwN Ai01GtTEU ON R.a. a! Ca:m4 Akax {h) ] 3 ?f= scHeaA.E REDUCE ANCHOR SPA; IN - MULTIPLYING sPACPTD sriDWN rn seHEDLA.E A'711k Fe dm¢ GMa�+E) FAA.101F BY THE FOLLOWING FAU'TGRS. FOR TImS 3s rrPERAtrorl 10 @€ RKST..1ai.€. A£DilCE➢ ,Ja' SP/&!RG 68TAlNEP LIS,iNi FA$TaR SeMll IiDT _. a yes' ., 9E ti$5 Trwt MINIMUM SFACriO :NikG'At6D t1xR F.],CEL AHT3aDR TYPE ON TWO SC+RDULE )' _. . /.^ PIE rC 1 (I i ) , 10 . L W 2) ," ,`'��~''y�GfNSF' No.44167 f!i S4N>f."AGHxIUREJOATE N � Vcv t'b O y •O � W C �� � C 7 y; e N .N N Q d f1 - O � 3 �3 ,a y a 7 C .11 rs°za ],L]Tsa INC 20 GAGE GALVANIZED STEEL STORM PANEL 'En, r"� � INC, '�1 GLOBAL PROTECTION PRODUCTS, LLC. °'fay° 4dea S,w. As STREET 6 ! ENetN EMNO COMPANY GUL, FL 33314 A. M. "I'm tssr€)d-rse,full tsszdMI.dr 20- t 78 I xrxi --w.-n)a G-Rwa71e m.. am�Pw. a+ �Ina DIMMING No; .TER A, TtltT a.a.. P.E. as .wez re � , atEDtT iA w � 4dr WILL IT 6 [�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi 1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE ACCO RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1 r DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE, FOR A WIND R R THE SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO ANY FI. i$ MATERW. SHALL BE PERMR7E0 PtTR A DfRE 1TY FA 7- CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D... j 4` m- 1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO ENGAGE S/A" ETTT . 0 ANCHORS, ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $ SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE M EM BY 0.6 IN k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA, TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27. IN ALLOWABLE STRESS FAR WORD LOADS WAS t USED IN THEIR ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN 4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S MANL)FAC'.YIRER. STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE VERIFIEDORDArECE WTTtt SECTION 1 626 OF THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK 2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS, II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH. PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13 STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY- DRAWRiC PLUS ABUILDING AND ZONING a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN N REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO {rTALLATION 5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO. 5. ALL ALUMINUM EXTRUSIONS TO BE 6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT" EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F. INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D. 6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF %. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A- OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY• B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS PRODUCT EVALUATION DOCUMENT WIL L of CONSIDERED INVALID IF M (TrOiTE7. SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4 m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH L 5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL 10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT (A) TO EXIrnN:i�lII4LD._:T�;.:ioETE: (a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC - 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED 1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�, ) - EL MANUFACTURER'S LABEL 5MF11 UFi - J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F . LOTION AT STORM PANEL IN ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE FEMALE YD & PANELMATE PLUS. A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D ANY FINISH MATERIAL ` SHALL BE PERM'TTFB. TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr INTO ANCHORS. �pN*H A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„ FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�% I BE AS EBrmr�rx IN Aij AND as A2}. ° ND,44167 (B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«, "_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna - 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = ) - 7Jd' P % 7f8` CALK -IN hri{;rtORS. AS MANUFACTURED BY DEWALT INC. (CmwiSOQ P,m.l.) ,�"+ f+ > A13OSn 1A1EM, eiC FP. - jt4_tD PANELMATE FEMALE IO AND vANELtMTE PLUS ANCHORS, AS MANUFACTURED BY £FCC CONSTRUCTION g ' ,.'.�+'. R 24 GAGE GALVANIZED STEEL STORM PANEL rYCMTt It, PRODUCTS (t'm=2071 P.x.i.) ---Y a%' �� 4 / . �'' ,"�" �. GLOBAL PROTECTION PRODUCTS, LLC. 07f'°�_ ° _ _ � � asd f' � c o FMz \ adm Sw �, - DA>< Fa it+E} x - , Trsmeo a AN96i6ERat0 COMPANY Dav{; FL :33,+ .. A4. +� r ](A m.nw twaoa ft U,M CNSrtls {9d4;�a-'/543, iN', (43a)e�-e'N7 20-17 ,a:, . T!PA.i xr,-,Fad rw . Pom m,-,ur Pf. Sf/1/90HAitAFJ6atE G-ODD67,9 Al a P''' -.1 roraniw .at ,nat„r wn wJiiER A TttJr h., A L a - - ROAM ®TA a--F N N U O O (1) 0_ L � O � C m -0 0- O O O L a) O � = CCOO l O L.L _ O � O W:9-- I L ) 7 i b R 1 . < ") / 3'J24 B {sTE rmlE a BEurrry q� po�,F�' a p.: ('�(�klj��} �syr J A. Wf OR WJo t 3' M°x, / � $ (RE Iq2 3 aELGTr d1� 7 I�TQ QUFL,�"`,� CONCRETE QR X"'k7�Et3.Fa.i E BLQ7tf� f 14aY' i.M.s. I' '�$ � 4' 24 �' L:l iSEE aV]L 2 ;3x.1E1]P7 2`/24 i" 24 4 $. AT 2 i FOR Ca KREtE eNGa1O$; SEE #{ P{RPANL1 .-.- _- 259,`-_._ ® �H 3• - SCHEDULE tKd '+EIFE'1 Z$ FG7 WORD SL'AEM. .-._, a.�3*... i' Mfa. f G4NCtifTE ANCNO% IT1r7 3' M4z. t' K. Mra SEE BECiX)NS Ott SHEET 2a *1"i ��i {SEE 'E ai Sttffi 75) ^] CL,a¢Rta ..... -_- _._-_. . -..-....18.198' (TOTAL tYiDTit).. __.. - -_ - _ -....- -- - 2.250" ._ -. ...-._-[.591:._-. f• ; r`�TPa(ynusamaac°-`°.CON�c,€OONp¢rtarc».�_______12.500`EFFECTNE w!mN__t____�__�dN3F3A°M)>Im (D - .. .➢ .Ssgs__1 �1's-aS..__..--_•-�-� `-¢,�.)r• S.MS�carc�Tc ama:as4tca:n.pa�-+.___-cifs-(-.R),'c�ii--2.250•I14J�i/P•:f'-..:fY.__7/r._.,._=ut•____�1_�A".'t�a.lm"xraaePcs,wa+EIs!m+rsrsa>_;T/m�.>Rc�� 1.354-----I.yO'^,-1.35Q`--.-,500r-i�_I-1IiiE_��^.1.--,•It�.I!r I11I1��,4.r s:�are(a+mn'�i'�!('i�'IiI I � , II' 7 t'- I I ; ! �` w � i , .. _\ •.-`.e_ Pwrso are,rnrr '� i �G Dm ar � W "a r E 1 i ,! I i � I •I i vaam '< 5 aaa.Eo 1 Or I it I i I I ! i I I ! I I I �! 1 � � i I i cDNanr :" ^' a7s• 1 I I - 075' ! I 'I' ! I i 1 I. i l I _i z� 2.5M• ' i I I r � li '+ i � i I. I -, ' i I I T 'T i I i I m• 1 I i Y ( I � I 1 I t 1 t I aE: vL r x iT 1 ! i < Y f s I 4b' � ,.1.. a_ ., _ 1 �-a-__..:a.�. 7.._i ,. t.-.. ,.�L.L_1.,,I1�I`i!I.'-,,L2z! ,; _' ,. I __ 3.. i i III I I Ts� e r // I `� }, r O.rx58 Met. Tti�K HEMMED _.• �- 3.5D0' + ( 2.590 - - �._. -. - .. �,��-� :...1_.!_�.1.�. L.i_L!_)__._ __�.-..�-,-._,.1 _�. t iRtr +T[LL+R ,J r � _ f ,-•.-�i.>a• zMaJ iss Dcrxr. , I 1 �Ar E.657 t' y' - _. I , __ ,_.�.. _,....., ,.. �.-.__-._._.-:- ._-..._ ..___..._.._.. .. .....-._. -. ., _ 9.L• 1 . ! - T t/•Y-e4tfn i Eros Ol � I_f�r r 1 a R,. GALVANIZED $Rii J' EDGE - , � � r'Y+ i _ _-_.._ - _... `� _ ti O .r I + r ,-,- - T-4 � ? , � , f bD X 'E T.- T "r ,r.r_ _ - yT _-r- 67 _ I - ,Wss Moo M.n t ,il i 1., • 2.➢DO 2 "i r TYP. °: "� ASTI, A_653 T- •� I R 12 � 2.24a 1 j {END PANt`L) [INT[Rst?R PNtFl7 i (RttER'+ai '+XII✓;), (RiTERKVE PANEL} 4 I (ENO PANEL) ) (EN➢ PANEL] (X7iQBOt1 1` j1NTERtaR PA€ffl(I fM0.ERfOR PM'El 1 PING PX1EL ";) . ., - f ,'.. c `..'. � (r/ eYiw aJi O } /y I } -i_-- �- NFlAtAEO 't SD T4If M 'fi DET - f :_'"• + - �SfE iA7Ti z J. a BFIbx' � r , 1 r r : 1 i ! ' �. I jl I ) }-' f _) ` I L (t r.« F .. maDE M u 1 A>t �. �.�__..� � : i s : , 1 I } E I I : :SEE Noe x, A , � 2, 3, a BELOW s� wpm 4 � I , .;.. ,r EDGE _ 4. I � �. ✓ _ 1 } ( �€ r�,E z. 4 �wW �euw�� 1 C //�� G-w GAiV. .��. ( - i I� l! 1 I+ 1. j; E# i i 1 �'! ! I+ i. i � I j 7 i, ! � I r t.. 5. e�"'tsJ r i oE,*� r x i I� v I �siTAIL A ae.a ' ",, ', i I i + ' � i i I t .1 i I :T ,i i � 1 .� i ! i ,) * ' .II ! r : Paarr 1 5 i i I # ) R -� i i i r' t �'.,,®.,.. \_�_ � z3 ?s 1 � 1 � t � ! � i 9� , } : � t I I�a � � I � j � ` f � ( i ,� E � � u,r«.+.,. wm I � t 7rtp �-•-t. gC".�; _ 1 .,_, � O" . i , 1 � -_ '�r • I ! I� '* I -- ' I It - I rom• mN I 1- - - ._..__... f � 3 ._.r.aisa e ..�J � , • :. I � : � !. , � I Y � I 'm Pn�s W I ' • .z , I 4 1 p{ >n n' i { � P� � i)i �» ( ,. r A t I I� � ! � � ! M �I' i I: / i mFemrr I aw -.i t t - - --. __._..___a.2sQ` - _ - _:-_.___ :isa" .'!� Fr-'--•--.2.47G"-•-� � I {{ , I , , ! +. ! ( j: ;.. , � , #:: Ba%:�a__._81 � I t r ! I I � ' , <r..M,s...wJ i i - i � � ]/ 2Ilw+• �' I � f .. I t � , , 1 '4,r_ I ! �', . I � I DSP) I us. Wf�T� i a 1 ! 4� A 4 ! + ) � � I I ° € wWc ,r as 1 STORM. P N a r I I� i I I, 1, I 11 I I l � �1 I �' � 1i s ....Qf 1 i 5 I I 1 �A.EL .,__ _ ,2. 7G _; I � L � I � i I � _« ' ; � IL .. 1 ,: is w_-1 ! _..; ' ._.> __' , _..... , : _ . _ �."...."t�..1 1 I _. d �.., P ! I + �. f k, .� .,) .r2^ Wmcra,Trs L � � --•- gg �B A7 P2 WiNGNYiB � ) FA_ .�.._ � � -.i _ _._��..__......, �.a. ...._.+a. ..i..-.�_L._. �_��..� 1 I_-:_., ._..,._�- . 1, �...f�_a97 . - -- _, • ' _._.,..'yF.... T._, a➢ x •L• ___`•_ ..r._....,.�a 'sfa_' 1 1 k � I 1 , ( T I 1 r 4D x .L' { � �- 11.. 1-'� ;- q � � ; � ; I'7 1 T'= ", T ; T _1­1. i ., l I >kW_.�.� I I- r � 1 _"..�` a . }... I ,,.. i , .�' € � f I , I � .f � �_; I -[; i ..-,„�. � ,:. I I � � ' i � ' i., 1. I � I i � I 1 I ! ; + 1 I ' I1'�iji[�,,iIt!y�.,3.�EDU7RACR#(���BtI,.'n.+��.-wJ,_.1.L.._.tt#,�s,�EI°�}�e;���i�!iIir:.11��-��-;�I'N4�1'iis ' ������.��.�.�.,�..zS+..L d..�_t-x.� _ 1 , SEE 5a+Lbuu S' f ] I sts W'rocwim�! d 1 /" L_ L-:-�-.1��.-... �:_'�.'._-,;.."' i ."` s _s T._._......_q ...._.: _..-...._ ,.�.._ ' �ON SNEEi in GN 3tiFT PS .Tj �. i u/xy_�td. lakrYra,. S ET1D 1.1P _ /`y .- "` > ' Ly,._, SEE NOTE a BFS.Dw_ -+ a.,,-,...._ 4-.m.. i 'sFF: NOTE a, r t.- "..__..._.-. rArEELMAn.. Cn,7 rroR EAP. - � 1 ay,: W. I L- rDR M:,. I � -""`IsatEnLe:E # � �,,:. w. - � ,a, scsrnA]!eN d{ � I sePAP�roR � 1 �'W w� SEE scaaD(nE f ; s zcat• �� �'roR`� TrD+;---ddl ! T/A'r~s✓./ _.__ tTNa DGIArtETE ANcl+orss: SEE aciva - r -! _�'�.,r..-,s_ >. _ `_.�1 I ra L(wts I ! j�R'•'" I ,o Gvss, r. _. - .'• ^, - .I50' .•- Max. I Mmx. iJAY BE LOCATE➢ (AYERNA7E La"ATXrN i T 8`r ;i)3 w +M.i1)7 L I �� N 9Y4Y a/ I O 4LiSS, i ayt s W/ HEMLiEO EDGE. -' .' - } _... P54• ,. � Gtt ytLiT 23; FUR WOOD SCAEYI: Kin At END DR 1 1/r i if2"- AT EHD PM+ELr,) I ( 1 k41G 1 , 7 fa'' ieR Yn �ARxTKN(- �, / EWih' GRALw � .. z � -"' _ -SEE sEDrmud ON SKEET 26 a' I rw? • � , I rD was. T ra3 )r l i ,,.•� r'9 __.R.aD)3• sue: , 2• - ! 'xitt 3 '.(y1oR(3 W/ DR Wj�.�7 INrtx1oR aAJrELS: -]s• _ I ! ! ifii'EkY onaw � ( I �rAY i w A ! y„r"' �t x , OPENING N_etAYS � tit6lNbEb Wj � ! Jy - -.-- _- I I � r pFENINb ALWAYS BE PIR7VroED qj ('L ! T ..^ _ i ! - g ./-:• � .� ._ Wx _- . 11 , � , L15T PANEL Cli Ta BE WSrAtiEp AT QHEACN SNN�' PANEL � I i f ' _#" i' % � G { f ' e13• I r SDI' CAST PM'F! 5 YO f� tNSTMFE➢ A, €KN � I c � it I ,� a tD.de // � _--_ I I REM t1Ar7TXE TO FACILITATE drST/i1AiWN t E I - p T--# - d/ '�, � -_ E �`` i� _ / I EAR HANDLE ro FACILITATE Rmu1An 1 IF Iw?EROEo To BE !NsrstJ,f➢ FROM ' a .. _ - Gj i .+ - --- -_-- i - �__' �a zz I ! _.. I f�./ �. � - f 2s' ' + L 25" _ Ir 11rFENDED rQ BE INSTALLED FROM I INSIDE OF STRUCTURE, S _ i i € �-! '.5 I 3 f ' HcuASt°ED � n � scut s/37' - r INSIDE OF sTRucruRE. I s>cuE sl32` - '. I ! r--- -i--..A - 8� �_ I ' I ei � � j i I ,✓ � - i ".�"- - � � }� �f.-'. I 1 too . r 1/+' Iw.. 2.P +fa' Emx. DIP I I ! i w(T , g I �} 1 3 $ I r '�... • , h e 113.75D f • �" � � n/ay style Ms � � 'a `r' ! I G' .� � V ( t ��� i � 'P t i � f '/4` Nn: eta !H• Xec GAP-1 `. I _�� I r' i & 1 � � I m " I"1 I im i g H �' 1 �%,-_. l i � �� � I t � k i,Nn a ,r 5 I _ e ! -) C 2.oao•j I 2.D6O'I - -__ -_ Q i 1 � 'r hr.3'Ma..) � [ r s j! a � - r. $ ISOMETRIC VIEW, QE1.NL ROUNDED CORNER w ENDS OF PANEL'S I "--5 � � l i T 2 OR �WJ � W/o �. � • i � p�{/,(c ratMtD i �' ; //4 ` R j I � �. i �' , , // ! � 1 END UP W/ HEMMED EDGE. .. , L i 125` 75D" i 1 i' Ttf 'µTErNATE uk`AnbN E'arpxTE zxT' ft � � oG"' I �- I ; �. �. _. I � � � � (N,T'.S) t -�� _ 4 L_4. f I-'---� '-_.�__ 125" xAen ,. I«' � m Y ,r 1 I 1 i i - � -i_ _. � � �- t___._ i SEC7fON A -A �ECTICN 8-8 AT END PANrs7 m,teDEn a , ;� ,n„ArA !} l i i.. _. - 250" --I LL L STALE 3f3Y .- T' ��5 : aw.E 3/32' - 1" aesrAtn.° � f. ! -a } � t � �t � _ (1) OEFIN DN OF ^+FFKF6 ,LIDO: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANES +� `.-'` CdGMiff' Pa L T - __- ._s" uar_ _: ti¢�5.® �• T �`.. i f t(.'t,-wW*' Ms. wE s,. �ni, TRACKS AT TOP & PANELMATE PLUS OR 15" LONG j .. 14-�gxP�'� j!p - ,: {I).. AEE7R!?1ON_.e2E..iER11�.2diQD':: E - Z 14xTrG STORM FANEI,. SYSTEM CONSISTING OF PANEL > AT BOTTOM Wj PANELMATES, r„``•'°A•'rm3/k` eta ,Si i rwPaD�( ... T. ,, v 11 Nft - "W1wUXx 6 .. .. -f >T -r' Min.-. as. w(r/ra3IJ3' a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„ "�• $ " a A _LI N »I i" (Z . Eno PANEL$ 5HAU. ALWAYS BE CONNECiEDTO E� NO SELL WALL BY MEANS OF '�.. s � 7,1A`. 'sAa mN T Jd) f, y � cTE ^--22a--w---a.)-- Hut r!••wam'3fo aEauwED fa x41fa' E+'i e4 I rj, RlwuffD ,y f 6w td>a :;.' �' �p�'s-mq J�' e Y� t,�^��•..t *� � _'S t#Z LUN,:nca INOaxs ,,( 1,rro-ma/e iN(rEnsaen Oda' �..16. � U "� !�"`-""��^' �-� A .� _ (2). D PANELS 61t0.LL ALWAYK 13E CONNECTED TU 80TTOM TRACK 01'HETtWkSE A STOP 6AR PANFIMATES OR: EF USED NTiY W/ 15" t.tlNG �1�)I TRACK AT @aTTaM, END PANELS Win. x �qm� t �S ,,` : I -.,. _. fe.tfar e,m• , �usm) 1 1JA wh E (BD SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �' 8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '� -^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i- � �AI,,,,L. AHiF DINS. oe m[Fr yy1 '-�`-�. W+ Merorm'ws . /A , Ij4"®-20x3/a" M.S. wr 7f8'Pa3r32 w9biG M,1T QR ]/a•h3Jd' Min. rHUMLRSCREW € WA I 6# NTINC #HST i N '#s VJ INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1 �i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J {BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y� j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■ { )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5 p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/. 1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw _��` �L/ �y n N T50" � �R55' (Typ.) A.".v, CEN•:✓��T5at1iH11Uftfrydr/NOTNEEDTO6ECONNECTEDTO2BYAA'YMEWST1tAACR�g2�)R.S�STx11EDI�x�y�{.�snvtoNsa£x33.'r'a`�.•••,..•..,'',T�'i'�I,j� II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4 I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ = 11 � = NO. 44167 •'• •...1-1- C EN �., ✓,�yr=,'=` � I E� r� hMM..�»s GP-�,.i,.,�. NO. 44167 I -� � '- . ' Tt : T � FLORIDA BUILDING CODE Hi h Velocity NUT ricane 2➢na ,� � FLORIDA BUILDING CODE HI N Vetooil HiJrrfcone Zone) (-,•-! FLDRIDA BUR.4THG COaE HI h NurNaane Zone) _- � � 9 ) a Y -- t URAMN 0 � � w E�urriaws cur BE Velocity Q : :,�_.__..75c1"_ ,._._ :-:�`- 9 •. = 43DM +alii0. INC r,p, � m7e10 TxTEW, atC F.P. d137M4ATi0N ANY wA'r rD. SiAT dNY � �.. " 1rD20 MTiC4. YtC FA. �, Mox. ATf OF = 20 GAGE GALVANIZED STEEL STORM PANEL Na, 4 � 67 ,. ZO GAGE GALVANIZED STEEL STORM PANEL � l ' STATE {}F 2() GAGE GALVANIZED STEEL STORM PANEL ------� "s9p• � `' ,�- eT. - •* z --- DaAWtr ar. i� = 9'. z _ 2 ' DRAWd er. M GRID - � _. '„� /, * :, R=�" � •,,..,. DT/sdfsnn �'r ^=��'ax'°o;:...®�..t..»r uTf3alwsa �IL...i ___._' LD. L rat �..... F O'•. f , ate.` . Dr/3aJ3G� t` r � •--�. GLOBAL PROTECTION PRODUCTS, LLC. : •t:`- STAT CP : re � � -`> GLOBAL PROTECTION PRODUCTS LLCx ;�FF;- >1 ...... �A.` j GLOBAL PROTECTION PRODUCTS, LLC. AAre �7 3 as�'(td.�.�.tl.M,�A,('(GLE �a STOP BAR =''''.S NAL"' ,• Ii. E C O IMc ,„ _ sGb.E: i s• . T- �•� •, IL E C ID Ir�c Sj GTL ��Iw �+r �y TT' LONG {''r'l. tNN+NEM�'�'�•"�`' aAN1 sty. iY SlPEET "'- %�L•%` f£ )�±�•"�"iY7 flL iZ�ir s►V INS- IdGD s.W. nt sTPEZT d rM�a /. � X ••. •. s'Ly f � CAW su st sHTEEir I TILER RaTINP A: EMfifNF.ERiNe COMPANY INANE, R 333ta 2.a-? 7Fi '+, ef' �,. (j ,.•' \�'° 1aLUT EdTINa a ➢KOHL NL' COMPANY aEME.. n. 3J.'Ha � - t N5 Ra. .�-,.­ dMaae,. ttPANr #I :vE:' !T: )a31a «.R un. a, M.. xa PNOHG� (ad1)adm-7s+s, rAx tss47rA'u-e7RT +., �'' ty � ; � *x.nr. 4N, a. ma. FNOOr, n srxA PHanT:. tase)na9aneD, rnx: tus47°aae--srrT 24-476 a //' t f , tinitsTwo a'-R+u u,w Pwexa: Sas+7sR°_rs+A. TAIL': {!es4}ada.dr°x 20-176 Q B48S-TS Alum. ALkv LOY f +tee : txm mr .nto'. r.. , MON nl-tsar r a1' � �,__-_- Pam.. ,Hari .-I.,ean , mr : t�+i dn_tm, A.E. DNAttAtE iktTE A-aDDATt9 alaa.mN aa' -.1 nwwnaw, sae ORAMNO rr/A 51,,E "`""� cA-otwa2aa fii:.-aa➢a7]D ra, ,. .orr„a sa.r. .u,e'arr wa D!twND Ne, j YAAllrlf A a Ja:, P,1.. era txn a.swa. 4 - � INrNdt ai+ixi SEAy^SIONSYUPE/Pt2 wALiER Ak riLtU fie., P.E a+ a. may wa 1Y+AXirM Po, � P E. SEA! ja!eNAirP1EJDnr , rs ta.,.E _� - J DEN as S. i _ _ .FIRST 22 et 2a .-..,.----.-•,.,- _ Bat:. _ - ANELT xt DF 2@ WMTkA A. 1LLL1I Jr.. P.r. a SHEET N0. SH 1.2. 1,�4* 7APCON ANCHORS 1/4' DETAILS FOR QPjIQN #2 FOR LIE- SAFETY STfJRM PANEL SYSTEM INTO EXISTING WOOD ST11 - 1, � [, 11 11 RUCTURES 7 +I I a:T ` w'eKw tP}:ADER i r '•DU N. - F"i ! L EAOl7E wY100 HEADER - R I , wOaO `�EQV4zE➢ vow IT TCE+SU .L IR - AEQU REP {. : t - 1 a"# -CON AP r e - CA d T 4"r T 8" "--"'T"� PPCQN ID OC Igo T 8! i ." / ✓ APC()N B O.G. 1 aY TAP , p ,r �� .-,. ..� �COIL q 8' O.C. I W 1 7 MIN ✓: M a 7 : ,: " REAaen w i ^ MIN. ,. 1/2 j , '� ... J 11 TH ED � ', .. w- READ MIN, TIW ". ✓ 1Z t l T EARED W ma, I----LL~�y�, _ Z NREAQEb P// RAR H AT ENE'T O Mf{10D PENETRATION A4 T N WOO9 PENETRATION AT WOOD PENETRATION AT I ��:• 1Ypab I; . HEADER � V � t HEADER HEADER HEADER it .. I 1 k ir ' t/ 14' / a• /i4! '! IEr,k6- '�-.-Max,�-�f'%r,,=E::.'�,._.t,-_dR4'_IMPx.iZ"'�2' �177ij• yy'if�. -2rRn.Mm';MlnaI•�Y'(�`-'�ONT.:":t➢NT'�yIt qNf. E1(6HNG� �'-i'��� � ExLiTRAG j ba•. SEPfAa1�. ' i , i i � I PANEL IFNGTN CVuS '" (3TE StiEDVd -- ' [. � � l' Mmx. CL"AS-r' 3^-' - gE Sp®IAF '. ! [xt 9rEFT tdj 1' Mr+, ` PANEL LEttG'T}I patygti M) { I (SEE NOTE I BCLaNY t (SEE NO'L , BELOW} 'L" �. t PANEL tr.NGTI W,. PANEL NI w.: s1P,,w.rroN LE EXISTING i t t '' SEE. NOTE 7 BELOW) El05DNC ' ' { , .. ro aASd 5' NOTE t ',: Fk r --- -._ _ r CLASS : ._ _ _.... _ _...... S`CC iGIEi%AA f E f•- { SaA'uuc : € 1 a 2lSx'," i {SrE ) 1 -- � - -- - 2O. 1 • T aN 9QT td s x 9 '. S.S M.S. w `-__. J : } { 9 7ja`A s 3J32' { d 7/B'm a 3 32.1 i - WIND H /a U` f WI D , t `•1_ ' �: �i t.. - _._. i �AJa'P TAPCON _#. .(..... '.. . I 6. O C.W) 1 Z I r -_.. •, THREADED ? >. ., ' .-.. . . - PENETRATION Ai :. e 79j ___ .. , I � �`s i MiPWIOTH OF PiAt'E�' T .. t 6' I JJ E" I I i r FA. T _ ...._ i EQ, �' - .-- -:: - -' , E'0. _-- .i' EO. . , �'� -� CONi. COrft. &_; 1' . ]/ a 20,3/4'S.S. M.S. WJ E0. ....' _ ., 1/4 m-2Ox3/4•S.S N5. W/ 1 I T a mx3 3z' rnac NUT I a x 3 J2' WING NUT ! 7 "rxS 33' 1NNG / 8 r x 3 32' ICING WASHER e z 1/2' o.c ''I YtASNER O 12 1/2' O.0 N(If WASHER (BEYOND) j WASHER (BEYOND) i �' 7 a" w TAPCON A 6' . L: ..: ..__.._1 '4•r TAPCON @ d' O.C. .. ,s... _ i a•r TAPCON a 6' O.C. ,:.., ., t'T; -_. Pj 1 1 2' AkN. THREADED `-L I JSTaaoEnEn w STUD) " sr STAGGERED w sruD / / l / ) � MAT / F ! FON AT TH i�+ ENETRA7 u DWO W t i i 2 AmH. �// THREADED W/'i 7 7' WN- t :: P {{ OF PLATE ._-__-.__. _.. e.: ... PFHF1RgTtON AT Er!tAWOTH �, .. PENETRATIOX AT AA➢YAOTH - ' OF FUSE � ', OF PLATE ..� -_.- ` � '. T�D PLATE '_�ir4` WOOD PLATE --.-IXIIRED °xa" wIXID PLATE a" w __.___. NEiiDiRm _, ��MR1Ea P"`TF �� $Ij�,�1N5TALLATION WALL NTING WALL .614.U�'ITItIG..�NSIALi•ATiON Mlel! MOUNTIN,fr INSTALrTIDN, A.LTEIC►#AN%i� IjIsC�,ULAR PALNEL !;Il�TI 7BW - - 3 B`_t• ALTERNATi4+E BAW ALTfRNATRTE S811P r O LIFE ��T PANEL.. {R,�IlLAB PANEL b LIFE SAi`EiY PANEL SCALE 3/B•=t" ST;AE,E 31e•a1" SCALE 3f8 �_` ���'fp'ru,��r�>.,�s+. aD7%: � 'e':� ,•tA�,ENSF'"*.� �y FLORIDA ,. INSTALLATIONS ARE F.aLY VALID FDA BUILDINGS T5?W AS.➢. OESKUt WADS _ '�:' `' '' BUILDING CODE (High Velocity Nu cone Zone : UP TCi a5515 -720 FSF AND PANEL'S LENGTH PTO B'-e• - - 3➢rG iWECO, an. £ No. � i fc � n20 GAGE GALVANIZED STEEL STORM PANEL QUIRK 2. FOR NEW wOPO FRAAtE CONSTRIACTX)N: WOOD MEMBERS TO 9E SOUTHERN_ : PINE MO 2. Wj .!'RTC QENSTTY � 0.55 OR EQUAL � iT : ''-� � 1' • STA f �•A _ -� f � GLOBAL PROTECTION PRODUCTS. LLC. "'J�b`�° : ,011ff•.• (y // �L E�T o INC.I,kTE �i�'JO; . " L jQ�����f f 1 ABOO SN. 41 STREET T@1,nPTFSnNe a [rKEI p.0 COMP a OLdiE. R J33t4 ' M.. a, rs NN. vn®Ix Wvaa,s a n, TaKWtE te)ye�-Ts+n. EAc (an.)dda-star 24-T 76 _'%..;L�S51Q OF ,ALfG . ` a..... t,m)ol_rw r.: cb+, u,-ra, , Na- 'rllllliff fIlHSY P� �� G-Drodrta wAL1ER A TaLt A.. P.£ MA I,- _ _ Lk. 44157 _ SLRFf fa 1 id POCriF.6 CONCRETE OR CONCRETE BLOCK RECURIED__ ; �. I � EDr . � [ as11 I f trn 4F9N4atar W w.m6 azE 1- dGff°aaE an 1 aa4s Id) F.IAsS L. : I ' `_ I POURED rAFtCfgT�. OR OatCREEE a({}CK REIXARED -' � 1fa, Na . EOr 4 CDrx1 M'n dFRwATON to '. ar.� mu m0 Ex I PNET iK' xx b�.1 iYi GI O i h y`a in , y 1 Ps I )9)9)9 � 0;�� 1 I... � -_} 1 1 3j32` WIND NUT Q 12 ifs. I f4' YMOON ANCHO!TS 6 (STAOGERED Wr STDOj - .POURED C'GVaRETE DR CONORETE aLOP:K REQUIRED WALL IL#OUNTIN • INSTALIATI N SECTION REGULAR PANEL SCALE 3/8"=i" I C' 1' NUT WASHER Cf'd£FGt#0) yr+" TAPCpN ANaNaRS _. O 4 TJ2" O.0 (sraADERED w( SFtIiT} POURED DDNCTtkIE DR CONCRETE BLOCK REQUIRED 1 �+O�tN11dS ltISTA 'I dL;TlON SECT__1_Ol�i 3R 2_R(EE SAFETY PANEL SCALE S/9•=i- OR N%°llpE tYlE tµ1- SEE *PIPET to d 2D MR ANCrIORS TYPE & - TAPR9t .. $FAUNG MR !tE'fAMASiPK a1TO WOOD FRAME &ILDHG, tAb umtm aMC9tO {M.) ) uPAUUu nNVIOR vrcwcs AND 0xuM t+a7 �) EDGE 66TNiCE ARE RLD!GTE➢ ON nas Tusar� �_._ .. dilE➢tAF FOR E0, LESS TtWt IaD1GATED ON RaaAaai Ste,aale aP4 CwJ ) ..- sctanLxs sE➢ixe ANcrga sPAGINa BY MULAPLritM, SPACING 5>Wwll iRt SCHEDULE At7LN, �. (M D�!IX+) FACTION do THE FOLLOW" FACtORa. FOR THIS GPElUTtON TO BE POSSIBLE. iNOIK.E➢ _. __ TL?' ,..___ � --.-- SPACING O@FAM4D USING FACTOR SENL1 NOT 2 #lam ' &E LESS TMSN MRiAIUM 9T?ACRIG AaDK:ATED '__--- ..__.... FOR FMN ANCHOR TYPE O10 THE SCNEULA£ ,. .-- 3' m AD POURED �,CONT ". - ___,%C - 4- - 4 I CONCRETE, PWREYr CONCRETE I _4G�AG.HMREb�1'�+�.4��ENtiO�-[_ `2 f ija � j e f4. M?x,__I MmzLO!'�t�`castI,kI � I 11Mrs MPAW.TIaI R Y 1a. StBMARgx ! Y may. eLxsr '+,k agar 4 ( { i3 I � w TAASS' j. j ! I :.k Cs t�t�-.,A g E5 Ii 3s' c�5 p d d I I i ' { 1� I C S' y 1 � �., _ r e �S �,Jar ID.1 SS ' w i � 3/3z Wac Ealr • , � aITArAa - - i 1 { I ! "'"T d• E-0 iS Epa l I: I '. tj2 E �.' 4(a'r-2043/4$.S N;S., wf S {"f _ t(a•a-2Da3(a"S.s. M."a. w( } ' I 7/a`ax3j32` WLHG zhJT WASHER 1 "')' `�7f8'aw3132 MNNG au7 WASHER :' O T9 tf2" O.C, ',% (REYOEfO) I __ 1/a`TAPDC4iANONOt2S � � t0/4" TAPCON`a, a 1/2- DO,_-.a3tcHOAS a a 112' DIG : _.__POURED CONCRETE __,F'cnJRED CONCRETE OR LXriM.REtE 8L0aR OR CONCRETE BLOCK WALL MOUNTING INSTALLATION WALL iA i7fON WALL MOUNTING I57AL1ATlOFI SECTION '.}8 SECTION 48 R_..{#EQJ.AI,R PANEL 0 LIFE SAFETY PANEL SCALE 3/e'=1` SORE 3/8"=t" CODE INSTALLATION THREADED W�T; O T O FOR IF SAFETY STORM PA E SYSTEM INTO EXISJING WOOD STRUCTURES.. .I j a,. 1 - I 4 APLO 6•.O M O 4"Pt �I i APCON w 6" MD.. > 2 M7N TH D ,� / f ( :.."Y! 1 / T 2 MIN. j PEI NETRATION AT WOOD PENETRATION AT ,',I RE WOO €€ 4 HEADER FADE HEADER i' , 'i i' }} !{jf '.i t I f / t i I' / 1 MPI. WOOD HEADER w00a HEADER _i�1U_ fl�Mn ACQUIRED REQUIRED REa W W.. FhPrealil4i - � sLTKDLA.E �. E'_ S I & FxiSTk*K`i ON srtE,T ia) i '. --i I Mw AKn1 GiAS= t 5rP »N 'L" WsA. 1° Mw. T➢ wA45 3 PANEL LENGTH ":-. ';" PANEL LENGTH {K,g7 >�r�t x6 � (St NOTE I BELOW) iJA m 2WS" � ,-.;._ e' r (SEE NOTE t ae�.aW) GfAtt I 5.5 M.S. wP , { - .,. , _ ___ 7 8 m a / 32 3r y WettO NUT ' , c } i ' ' I Y { I I _ ' r. ' jf ,. ._.. PPP I I i�l t j�i i t,_ t . �) Ea L- E0. 2'0' wgaD PLATE � I '.,7/B'R a 3f32' WING NUT 2'x4` WDDD PUTS .1 i I �'7/8'a x 3/32' W!NC NUT REQUIRED ")` WASHER to 6 ,/a' D.C. ACQUIRED .`i '>' 1,.: WASHER 0(BEYOND) /14-I0 PANELMATE PLUS ..f Ifs-iP PANEUaATE PL1JSr '�� _ a 6 I/4' C.C. w/] r(e �, Is 6 I/r O.C. w 1: B n MIN. THREADED PENERU Qr! �;` P MIN. mRFAOEa E/NE1RAnav i TN 5 T M10W D PLATE AT A O UNI F PLATE .�' M{ ➢'tH O WALL FIOUNTINc INSTALLAjIDN wALI i _#.IOL!NT1N� _INSTALATtON AL7 I:l4Aitk!" BikW s4Uq)te1NEWEEr ALTERNATIVE 881V Q .REGULAR PANEL ;'��t� A. ttlt/�,r� 2 L3FE SAFETY PAN€L SCALE s!D'=1" ' Sr°".. �CENS .;� SCALE Sfs•=.," tisT'�' ti G` -� FLORIDA BUILDING CODE (High YetcQlty Hurraana Zone d4167 =. WsmD TLT€tA. INC, F.P. ' No _ ZO GAGE GALVANIZED STEEL STORY PANEL ]- lidarAl.LaTlONNS ARE ONLY V/UJ➢ FOR BUILDINGS Vlfi)L AS.D. DESIGN :.DADS •'k - / _..•�'K �` UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO B'-8" . � ;` E 4�"..- - � ��I f 01�� 2_ FOR NEW WOOD FRAME CDNSTRUCTfOk: WOOD MEMBERS TO HE SOUTHERN °i •6T, S A � y�� �F i�i r!► A GLOBAL PROTECT7ON PRODUCTS, LLC. t C`R�^/`2C� F t I der E L V i M C. .MOO 5.w. s] SflaEi PINE N0. 2, w/ 5PEUF6C OFSISRY OF D.55 DR EQUAL "%y�(7,{,'. DPYQ £ T� t L NFCRNO COMFY MY£. FL 333 4 %FSSI i �. 1p,.,,.�� �,m.mN. axtoa n ,a FilopE: (Psa)Imv-TSM, rAx: tesc)eas-d7s7 24-1 76 "/lrltl N A �.,­ CENT apt-,m, bLM'NO fb. NMH)1Nr Sr?.t/SIWNTURE(pATE w'+LTER ,t :IVJr t,y.. P,E. �� - - 44567 _ -91 _ wet 3H4T M M 2b POURED Qc*ETE DR CONCRETE %LICK REWIRED E.[ 0 . I D I S OR PT O LIEE SAFETY PANEL INTO EXISTING PQUREI) CONCRETE OR CONCRETE BLOCK STRUCTURES _ L.a' TAPCON ANCHORS.1fd' TAPCON ANCHORS 0 9' D.C. 4 ¢' O.C. I POURED COItLYtEETE . `. OR CONCRETE BLOCK �' _ i E.D REQUIRED r 1 i Y I I Cat] I ' - SD,AAiKav to 4 ­0 [� : �_ tj sled NT!s - _ 1 1 Ili I I __ _ f ) _ b Y-Yh - "ry I aJ T Cr i ;ralm lure - j -__ j +I E- r I• ...... P_ ....1 .. ,{i a-5D'r RA CUmTE PLUS W/ fa"r v 3J32' W84G NUT WASHER {8EY o) POURED CONCRETE OR CONCRETE BOCK REQUIRED MALL IJQi!( INS INSTALLATION SECTION 58 O UEE SAFM PANEL SCALE 3/8"-t" 19 I p14»tO'r PAWELMATE PLUS Wd '..... '9/8'a : b/32' WING aiUt' wh9r1ER O d 114" OC, paMaEQ CONCRETE OR CONCRETE BLOCK REQUIRED i+#_A13 MOUNTMNi #NS?"ALt jTiON $ECTiON 5A 9.RE.S.tlil.+R PANEL SCALE 3/8'=1" ,J4 s ifar SEE SHEEP T9 ! ED FOR l41CNDAS TYPE # AI✓GIOR TTIE lint,PIdB1Hi$ SPACING FOR i,ISrAIJ, 4AatS- INTO WOOD Ar Alttl MlNtatalM � o�) ) ) EDGE 0lSI'AICE A# MDR",ATEA Ert Tim nWaE mnmR LOmx1i On.) 3 3 SCHEDULE :rot E.O effi TwN Ai01GtTEU ON R.a. a! Ca:m4 Akax {h) ] 3 ?f= scHeaA.E REDUCE ANCHOR SPA; IN - MULTIPLYING sPACPTD sriDWN rn seHEDLA.E A'711k Fe dm¢ GMa�+E) FAA.101F BY THE FOLLOWING FAU'TGRS. FOR TImS 3s rrPERAtrorl 10 @€ RKST..1ai.€. A£DilCE➢ ,Ja' SP/&!RG 68TAlNEP LIS,iNi FA$TaR SeMll IiDT _. a yes' ., 9E ti$5 Trwt MINIMUM SFACriO :NikG'At6D t1xR F.],CEL AHT3aDR TYPE ON TWO SC+RDULE )' _. . /.^ PIE rC 1 (I i ) , 10 . L W 2) ," ,`'��~''y�GfNSF' No.44167 f!i S4N>f."AGHxIUREJOATE N � Vcv t'b O y •O � W C �� � C 7 y; e N .N N Q d f1 - O � 3 �3 ,a y a 7 C .11 rs°za ],L]Tsa INC 20 GAGE GALVANIZED STEEL STORM PANEL 'En, r"� � INC, '�1 GLOBAL PROTECTION PRODUCTS, LLC. °'fay° 4dea S,w. As STREET 6 ! ENetN EMNO COMPANY GUL, FL 33314 A. M. "I'm tssr€)d-rse,full tsszdMI.dr 20- t 78 I xrxi --w.-n)a G-Rwa71e m.. am�Pw. a+ �Ina DIMMING No; .TER A, TtltT a.a.. P.E. as .wez re � , atEDtT iA w � 4dr WILL IT 6 [�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi 1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE ACCO RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1 r DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE, FOR A WIND R R THE SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO ANY FI. i$ MATERW. SHALL BE PERMR7E0 PtTR A DfRE 1TY FA 7- CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D... j 4` m- 1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO ENGAGE S/A" ETTT . 0 ANCHORS, ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $ SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE M EM BY 0.6 IN k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA, TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27. IN ALLOWABLE STRESS FAR WORD LOADS WAS t USED IN THEIR ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN 4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S MANL)FAC'.YIRER. STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE VERIFIEDORDArECE WTTtt SECTION 1 626 OF THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK 2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS, II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH. PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13 STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY- DRAWRiC PLUS ABUILDING AND ZONING a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN N REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO {rTALLATION 5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO. 5. ALL ALUMINUM EXTRUSIONS TO BE 6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT" EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F. INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D. 6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF %. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A- OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY• B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS PRODUCT EVALUATION DOCUMENT WIL L of CONSIDERED INVALID IF M (TrOiTE7. SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4 m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH L 5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL 10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT (A) TO EXIrnN:i�lII4LD._:T�;.:ioETE: (a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC - 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED 1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�, ) - EL MANUFACTURER'S LABEL 5MF11 UFi - J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F . LOTION AT STORM PANEL IN ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE FEMALE YD & PANELMATE PLUS. A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D ANY FINISH MATERIAL ` SHALL BE PERM'TTFB. TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr INTO ANCHORS. �pN*H A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„ FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�% I BE AS EBrmr�rx IN Aij AND as A2}. ° ND,44167 (B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«, "_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna - 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = ) - 7Jd' P % 7f8` CALK -IN hri{;rtORS. AS MANUFACTURED BY DEWALT INC. (CmwiSOQ P,m.l.) ,�"+ f+ > A13OSn 1A1EM, eiC FP. - jt4_tD PANELMATE FEMALE IO AND vANELtMTE PLUS ANCHORS, AS MANUFACTURED BY £FCC CONSTRUCTION g ' ,.'.�+'. R 24 GAGE GALVANIZED STEEL STORM PANEL rYCMTt It, PRODUCTS (t'm=2071 P.x.i.) ---Y a%' �� 4 / . �'' ,"�" �. GLOBAL PROTECTION PRODUCTS, LLC. 07f'°�_ ° _ _ � � asd f' � c o FMz \ adm Sw �, - DA>< Fa it+E} x - , Trsmeo a AN96i6ERat0 COMPANY Dav{; FL :33,+ .. A4. +� r ](A m.nw twaoa ft U,M CNSrtls {9d4;�a-'/543, iN', (43a)e�-e'N7 20-17 ,a:, . T!PA.i xr,-,Fad rw . Pom m,-,ur Pf. Sf/1/90HAitAFJ6atE G-ODD67,9 Al a P''' -.1 roraniw .at ,nat„r wn wJiiER A TttJr h., A L a - - ROAM ®TA a--F N N U O O (1) 0_ L � O � C m -0 0- O O O L a) O � = CCOO l O L.L _ O � O W:9-- I L ) 7 i b R 1 . < ") / 3'J24 B {sTE rmlE a BEurrry q� po�,F�' a p.: ('�(�klj��} �syr J A. Wf OR WJo t 3' M°x, / � $ (RE Iq2 3 aELGTr d1� 7 I�TQ QUFL,�"`,� CONCRETE QR X"'k7�Et3.Fa.i E BLQ7tf� f 14aY' i.M.s. I' '�$ � 4' 24 �' L:l iSEE aV]L 2 ;3x.1E1]P7 2`/24 i" 24 4 $. AT 2 i FOR Ca KREtE eNGa1O$; SEE #{ P{RPANL1 .-.- _- 259,`-_._ ® �H 3• - SCHEDULE tKd '+EIFE'1 Z$ FG7 WORD SL'AEM. .-._, a.�3*... i' Mfa. f G4NCtifTE ANCNO% IT1r7 3' M4z. t' K. Mra SEE BECiX)NS Ott SHEET 2a *1"i ��i {SEE 'E ai Sttffi 75) ^] CL,a¢Rta ..... -_- _._-_. . -..-....18.198' (TOTAL tYiDTit).. __.. - -_ - _ -....- -- - 2.250" ._ -. ...-._-[.591:._-. f• ; r`�TPa(ynusamaac°-`°.CON�c,€OONp¢rtarc».�_______12.500`EFFECTNE w!mN__t____�__�dN3F3A°M)>Im (D - .. .➢ .Ssgs__1 �1's-aS..__..--_•-�-� `-¢,�.)r• S.MS�carc�Tc ama:as4tca:n.pa�-+.___-cifs-(-.R),'c�ii--2.250•I14J�i/P•:f'-..:fY.__7/r._.,._=ut•____�1_�A".'t�a.lm"xraaePcs,wa+EIs!m+rsrsa>_;T/m�.>Rc�� 1.354-----I.yO'^,-1.35Q`--.-,500r-i�_I-1IiiE_��^.1.--,•It�.I!r I11I1��,4.r s:�are(a+mn'�i'�!('i�'IiI I � , II' 7 t'- I I ; ! �` w � i , .. _\ •.-`.e_ Pwrso are,rnrr '� i �G Dm ar � W "a r E 1 i ,! I i � I •I i vaam '< 5 aaa.Eo 1 Or I it I i I I ! i I I ! I I I �! 1 � � i I i cDNanr :" ^' a7s• 1 I I - 075' ! I 'I' ! I i 1 I. i l I _i z� 2.5M• ' i I I r � li '+ i � i I. I -, ' i I I T 'T i I i I m• 1 I i Y ( I � I 1 I t 1 t I aE: vL r x iT 1 ! i < Y f s I 4b' � ,.1.. a_ ., _ 1 �-a-__..:a.�. 7.._i ,. t.-.. ,.�L.L_1.,,I1�I`i!I.'-,,L2z! ,; _' ,. I __ 3.. i i III I I Ts� e r // I `� }, r O.rx58 Met. Tti�K HEMMED _.• �- 3.5D0' + ( 2.590 - - �._. -. - .. �,��-� :...1_.!_�.1.�. L.i_L!_)__._ __�.-..�-,-._,.1 _�. t iRtr +T[LL+R ,J r � _ f ,-•.-�i.>a• zMaJ iss Dcrxr. , I 1 �Ar E.657 t' y' - _. I , __ ,_.�.. _,....., ,.. �.-.__-._._.-:- ._-..._ ..___..._.._.. .. .....-._. -. ., _ 9.L• 1 . ! - T t/•Y-e4tfn i Eros Ol � I_f�r r 1 a R,. GALVANIZED $Rii J' EDGE - , � � r'Y+ i _ _-_.._ - _... `� _ ti O .r I + r ,-,- - T-4 � ? , � , f bD X 'E T.- T "r ,r.r_ _ - yT _-r- 67 _ I - ,Wss Moo M.n t ,il i 1., • 2.➢DO 2 "i r TYP. °: "� ASTI, A_653 T- •� I R 12 � 2.24a 1 j {END PANt`L) [INT[Rst?R PNtFl7 i (RttER'+ai '+XII✓;), (RiTERKVE PANEL} 4 I (ENO PANEL) ) (EN➢ PANEL] (X7iQBOt1 1` j1NTERtaR PA€ffl(I fM0.ERfOR PM'El 1 PING PX1EL ";) . ., - f ,'.. c `..'. � (r/ eYiw aJi O } /y I } -i_-- �- NFlAtAEO 't SD T4If M 'fi DET - f :_'"• + - �SfE iA7Ti z J. a BFIbx' � r , 1 r r : 1 i ! ' �. I jl I ) }-' f _) ` I L (t r.« F .. maDE M u 1 A>t �. �.�__..� � : i s : , 1 I } E I I : :SEE Noe x, A , � 2, 3, a BELOW s� wpm 4 � I , .;.. ,r EDGE _ 4. I � �. ✓ _ 1 } ( �€ r�,E z. 4 �wW �euw�� 1 C //�� G-w GAiV. .��. ( - i I� l! 1 I+ 1. j; E# i i 1 �'! ! I+ i. i � I j 7 i, ! � I r t.. 5. e�"'tsJ r i oE,*� r x i I� v I �siTAIL A ae.a ' ",, ', i I i + ' � i i I t .1 i I :T ,i i � 1 .� i ! i ,) * ' .II ! r : Paarr 1 5 i i I # ) R -� i i i r' t �'.,,®.,.. \_�_ � z3 ?s 1 � 1 � t � ! � i 9� , } : � t I I�a � � I � j � ` f � ( i ,� E � � u,r«.+.,. wm I � t 7rtp �-•-t. gC".�; _ 1 .,_, � O" . i , 1 � -_ '�r • I ! I� '* I -- ' I It - I rom• mN I 1- - - ._..__... f � 3 ._.r.aisa e ..�J � , • :. I � : � !. , � I Y � I 'm Pn�s W I ' • .z , I 4 1 p{ >n n' i { � P� � i)i �» ( ,. r A t I I� � ! � � ! M �I' i I: / i mFemrr I aw -.i t t - - --. __._..___a.2sQ` - _ - _:-_.___ :isa" .'!� Fr-'--•--.2.47G"-•-� � I {{ , I , , ! +. ! ( j: ;.. , � , #:: Ba%:�a__._81 � I t r ! I I � ' , <r..M,s...wJ i i - i � � ]/ 2Ilw+• �' I � f .. I t � , , 1 '4,r_ I ! �', . I � I DSP) I us. Wf�T� i a 1 ! 4� A 4 ! + ) � � I I ° € wWc ,r as 1 STORM. P N a r I I� i I I, 1, I 11 I I l � �1 I �' � 1i s ....Qf 1 i 5 I I 1 �A.EL .,__ _ ,2. 7G _; I � L � I � i I � _« ' ; � IL .. 1 ,: is w_-1 ! _..; ' ._.> __' , _..... , : _ . _ �."...."t�..1 1 I _. d �.., P ! I + �. f k, .� .,) .r2^ Wmcra,Trs L � � --•- gg �B A7 P2 WiNGNYiB � ) FA_ .�.._ � � -.i _ _._��..__......, �.a. ...._.+a. ..i..-.�_L._. �_��..� 1 I_-:_., ._..,._�- . 1, �...f�_a97 . - -- _, • ' _._.,..'yF.... T._, a➢ x •L• ___`•_ ..r._....,.�a 'sfa_' 1 1 k � I 1 , ( T I 1 r 4D x .L' { � �- 11.. 1-'� ;- q � � ; � ; I'7 1 T'= ", T ; T _1­1. i ., l I >kW_.�.� I I- r � 1 _"..�` a . }... I ,,.. i , .�' € � f I , I � .f � �_; I -[; i ..-,„�. � ,:. I I � � ' i � ' i., 1. I � I i � I 1 I ! ; + 1 I ' I1'�iji[�,,iIt!y�.,3.�EDU7RACR#(���BtI,.'n.+��.-wJ,_.1.L.._.tt#,�s,�EI°�}�e;���i�!iIir:.11��-��-;�I'N4�1'iis ' ������.��.�.�.,�..zS+..L d..�_t-x.� _ 1 , SEE 5a+Lbuu S' f ] I sts W'rocwim�! d 1 /" L_ L-:-�-.1��.-... �:_'�.'._-,;.."' i ."` s _s T._._......_q ...._.: _..-...._ ,.�.._ ' �ON SNEEi in GN 3tiFT PS .Tj �. i u/xy_�td. lakrYra,. S ET1D 1.1P _ /`y .- "` > ' Ly,._, SEE NOTE a BFS.Dw_ -+ a.,,-,...._ 4-.m.. i 'sFF: NOTE a, r t.- "..__..._.-. rArEELMAn.. Cn,7 rroR EAP. - � 1 ay,: W. I L- rDR M:,. I � -""`IsatEnLe:E # � �,,:. w. - � ,a, scsrnA]!eN d{ � I sePAP�roR � 1 �'W w� SEE scaaD(nE f ; s zcat• �� �'roR`� TrD+;---ddl ! T/A'r~s✓./ _.__ tTNa DGIArtETE ANcl+orss: SEE aciva - r -! _�'�.,r..-,s_ >. _ `_.�1 I ra L(wts I ! j�R'•'" I ,o Gvss, r. _. - .'• ^, - .I50' .•- Max. I Mmx. iJAY BE LOCATE➢ (AYERNA7E La"ATXrN i T 8`r ;i)3 w +M.i1)7 L I �� N 9Y4Y a/ I O 4LiSS, i ayt s W/ HEMLiEO EDGE. -' .' - } _... P54• ,. � Gtt ytLiT 23; FUR WOOD SCAEYI: Kin At END DR 1 1/r i if2"- AT EHD PM+ELr,) I ( 1 k41G 1 , 7 fa'' ieR Yn �ARxTKN(- �, / EWih' GRALw � .. z � -"' _ -SEE sEDrmud ON SKEET 26 a' I rw? • � , I rD was. T ra3 )r l i ,,.•� r'9 __.R.aD)3• sue: , 2• - ! 'xitt 3 '.(y1oR(3 W/ DR Wj�.�7 INrtx1oR aAJrELS: -]s• _ I ! ! ifii'EkY onaw � ( I �rAY i w A ! y„r"' �t x , OPENING N_etAYS � tit6lNbEb Wj � ! Jy - -.-- _- I I � r pFENINb ALWAYS BE PIR7VroED qj ('L ! T ..^ _ i ! - g ./-:• � .� ._ Wx _- . 11 , � , L15T PANEL Cli Ta BE WSrAtiEp AT QHEACN SNN�' PANEL � I i f ' _#" i' % � G { f ' e13• I r SDI' CAST PM'F! 5 YO f� tNSTMFE➢ A, €KN � I c � it I ,� a tD.de // � _--_ I I REM t1Ar7TXE TO FACILITATE drST/i1AiWN t E I - p T--# - d/ '�, � -_ E �`` i� _ / I EAR HANDLE ro FACILITATE Rmu1An 1 IF Iw?EROEo To BE !NsrstJ,f➢ FROM ' a .. _ - Gj i .+ - --- -_-- i - �__' �a zz I ! _.. I f�./ �. � - f 2s' ' + L 25" _ Ir 11rFENDED rQ BE INSTALLED FROM I INSIDE OF STRUCTURE, S _ i i € �-! '.5 I 3 f ' HcuASt°ED � n � scut s/37' - r INSIDE OF sTRucruRE. I s>cuE sl32` - '. I ! r--- -i--..A - 8� �_ I ' I ei � � j i I ,✓ � - i ".�"- - � � }� �f.-'. I 1 too . r 1/+' Iw.. 2.P +fa' Emx. DIP I I ! i w(T , g I �} 1 3 $ I r '�... • , h e 113.75D f • �" � � n/ay style Ms � � 'a `r' ! I G' .� � V ( t ��� i � 'P t i � f '/4` Nn: eta !H• Xec GAP-1 `. I _�� I r' i & 1 � � I m " I"1 I im i g H �' 1 �%,-_. l i � �� � I t � k i,Nn a ,r 5 I _ e ! -) C 2.oao•j I 2.D6O'I - -__ -_ Q i 1 � 'r hr.3'Ma..) � [ r s j! a � - r. $ ISOMETRIC VIEW, QE1.NL ROUNDED CORNER w ENDS OF PANEL'S I "--5 � � l i T 2 OR �WJ � W/o �. � • i � p�{/,(c ratMtD i �' ; //4 ` R j I � �. i �' , , // ! � 1 END UP W/ HEMMED EDGE. .. , L i 125` 75D" i 1 i' Ttf 'µTErNATE uk`AnbN E'arpxTE zxT' ft � � oG"' I �- I ; �. �. _. I � � � � (N,T'.S) t -�� _ 4 L_4. f I-'---� '-_.�__ 125" xAen ,. I«' � m Y ,r 1 I 1 i i - � -i_ _. � � �- t___._ i SEC7fON A -A �ECTICN 8-8 AT END PANrs7 m,teDEn a , ;� ,n„ArA !} l i i.. _. - 250" --I LL L STALE 3f3Y .- T' ��5 : aw.E 3/32' - 1" aesrAtn.° � f. ! -a } � t � �t � _ (1) OEFIN DN OF ^+FFKF6 ,LIDO: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANES +� `.-'` CdGMiff' Pa L T - __- ._s" uar_ _: ti¢�5.® �• T �`.. i f t(.'t,-wW*' Ms. wE s,. �ni, TRACKS AT TOP & PANELMATE PLUS OR 15" LONG j .. 14-�gxP�'� j!p - ,: {I).. AEE7R!?1ON_.e2E..iER11�.2diQD':: E - Z 14xTrG STORM FANEI,. SYSTEM CONSISTING OF PANEL > AT BOTTOM Wj PANELMATES, r„``•'°A•'rm3/k` eta ,Si i rwPaD�( ... T. ,, v 11 Nft - "W1wUXx 6 .. .. -f >T -r' Min.-. as. w(r/ra3IJ3' a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„ "�• $ " a A _LI N »I i" (Z . Eno PANEL$ 5HAU. ALWAYS BE CONNECiEDTO E� NO SELL WALL BY MEANS OF '�.. s � 7,1A`. 'sAa mN T Jd) f, y � cTE ^--22a--w---a.)-- Hut r!••wam'3fo aEauwED fa x41fa' E+'i e4 I rj, RlwuffD ,y f 6w td>a :;.' �' �p�'s-mq J�' e Y� t,�^��•..t *� � _'S t#Z LUN,:nca INOaxs ,,( 1,rro-ma/e iN(rEnsaen Oda' �..16. � U "� !�"`-""��^' �-� A .� _ (2). D PANELS 61t0.LL ALWAYK 13E CONNECTED TU 80TTOM TRACK 01'HETtWkSE A STOP 6AR PANFIMATES OR: EF USED NTiY W/ 15" t.tlNG �1�)I TRACK AT @aTTaM, END PANELS Win. x �qm� t �S ,,` : I -.,. _. fe.tfar e,m• , �usm) 1 1JA wh E (BD SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �' 8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '� -^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i- � �AI,,,,L. AHiF DINS. oe m[Fr yy1 '-�`-�. W+ Merorm'ws . /A , Ij4"®-20x3/a" M.S. wr 7f8'Pa3r32 w9biG M,1T QR ]/a•h3Jd' Min. rHUMLRSCREW € WA I 6# NTINC #HST i N '#s VJ INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1 �i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J {BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y� j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■ { )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5 p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/. 1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw _��` �L/ �y n N T50" � �R55' (Typ.) A.".v, CEN•:✓��T5at1iH11Uftfrydr/NOTNEEDTO6ECONNECTEDTO2BYAA'YMEWST1tAACR�g2�)R.S�STx11EDI�x�y�{.�snvtoNsa£x33.'r'a`�.•••,..•..,'',T�'i'�I,j� II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4 I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ = 11 � = NO. 44167 •'• •...1-1- C EN �., ✓,�yr=,'=` � I E� r� hMM..�»s GP-�,.i,.,�. NO. 44167 I -� � '- . ' Tt : T � FLORIDA BUILDING CODE Hi h Velocity NUT ricane 2➢na ,� � FLORIDA BUILDING CODE HI N Vetooil HiJrrfcone Zone) (-,•-! FLDRIDA BUR.4THG COaE HI h NurNaane Zone) _- � � 9 ) a Y -- t URAMN 0 � � w E�urriaws cur BE Velocity Q : :,�_.__..75c1"_ ,._._ :-:�`- 9 •. = 43DM +alii0. INC r,p, � m7e10 TxTEW, atC F.P. d137M4ATi0N ANY wA'r rD. SiAT dNY � �.. " 1rD20 MTiC4. YtC FA. �, Mox. ATf OF = 20 GAGE GALVANIZED STEEL STORM PANEL Na, 4 � 67 ,. ZO GAGE GALVANIZED STEEL STORM PANEL � l ' STATE {}F 2() GAGE GALVANIZED STEEL STORM PANEL ------� "s9p• � `' ,�- eT. - •* z --- DaAWtr ar. i� = 9'. z _ 2 ' DRAWd er. M GRID - � _. '„� /, * :, R=�" � •,,..,. DT/sdfsnn �'r ^=��'ax'°o;:...®�..t..»r uTf3alwsa �IL...i ___._' LD. L rat �..... F O'•. f , ate.` . Dr/3aJ3G� t` r � •--�. GLOBAL PROTECTION PRODUCTS, LLC. : •t:`- STAT CP : re � � -`> GLOBAL PROTECTION PRODUCTS LLCx ;�FF;- >1 ...... �A.` j GLOBAL PROTECTION PRODUCTS, LLC. AAre �7 3 as�'(td.�.�.tl.M,�A,('(GLE �a STOP BAR =''''.S NAL"' ,• Ii. E C O IMc ,„ _ sGb.E: i s• . T- �•� •, IL E C ID Ir�c Sj GTL ��Iw �+r �y TT' LONG {''r'l. tNN+NEM�'�'�•"�`' aAN1 sty. iY SlPEET "'- %�L•%` f£ )�±�•"�"iY7 flL iZ�ir s►V INS- IdGD s.W. nt sTPEZT d rM�a /. � X ••. •. s'Ly f � CAW su st sHTEEir I TILER RaTINP A: EMfifNF.ERiNe COMPANY INANE, R 333ta 2.a-? 7Fi '+, ef' �,. (j ,.•' \�'° 1aLUT EdTINa a ➢KOHL NL' COMPANY aEME.. n. 3J.'Ha � - t N5 Ra. .�-,.­ dMaae,. ttPANr #I :vE:' !T: )a31a «.R un. a, M.. xa PNOHG� (ad1)adm-7s+s, rAx tss47rA'u-e7RT +., �'' ty � ; � *x.nr. 4N, a. ma. FNOOr, n srxA PHanT:. tase)na9aneD, rnx: tus47°aae--srrT 24-476 a //' t f , tinitsTwo a'-R+u u,w Pwexa: Sas+7sR°_rs+A. TAIL': {!es4}ada.dr°x 20-176 Q B48S-TS Alum. ALkv LOY f +tee : txm mr .nto'. r.. , MON nl-tsar r a1' � �,__-_- Pam.. ,Hari .-I.,ean , mr : t�+i dn_tm, A.E. DNAttAtE iktTE A-aDDATt9 alaa.mN aa' -.1 nwwnaw, sae ORAMNO rr/A 51,,E "`""� cA-otwa2aa fii:.-aa➢a7]D ra, ,. .orr„a sa.r. .u,e'arr wa D!twND Ne, j YAAllrlf A a Ja:, P,1.. era txn a.swa. 4 - � INrNdt ai+ixi SEAy^SIONSYUPE/Pt2 wALiER Ak riLtU fie., P.E a+ a. may wa 1Y+AXirM Po, � P E. SEA! ja!eNAirP1EJDnr , rs ta.,.E _� - J DEN as S. i _ _ .FIRST 22 et 2a .-..,.----.-•,.,- _ Bat:. _ - ANELT xt DF 2@ WMTkA A. 1LLL1I Jr.. P.r. a SHEET N0. SH 1.2. POCriF.6 CONCRETE OR CONCRETE BLOCK RECURIED__ ; �. I � EDr . � [ as11 I f trn 4F9N4atar W w.m6 azE 1- dGff°aaE an 1 aa4s Id) F.IAsS L. : I ' `_ I POURED rAFtCfgT�. OR OatCREEE a({}CK REIXARED -' � 1fa, Na . EOr 4 CDrx1 M'n dFRwATON to '. ar.� mu m0 Ex I PNET iK' xx b�.1 iYi GI O i h y`a in , y 1 Ps I )9)9)9 � 0;�� 1 I... � -_} 1 1 3j32` WIND NUT Q 12 ifs. I f4' YMOON ANCHO!TS 6 (STAOGERED Wr STDOj - .POURED C'GVaRETE DR CONORETE aLOP:K REQUIRED WALL IL#OUNTIN • INSTALIATI N SECTION REGULAR PANEL SCALE 3/8"=i" I C' 1' NUT WASHER Cf'd£FGt#0) yr+" TAPCpN ANaNaRS _. O 4 TJ2" O.0 (sraADERED w( SFtIiT} POURED DDNCTtkIE DR CONCRETE BLOCK REQUIRED 1 �+O�tN11dS ltISTA 'I dL;TlON SECT__1_Ol�i 3R 2_R(EE SAFETY PANEL SCALE S/9•=i- OR N%°llpE tYlE tµ1- SEE *PIPET to d 2D MR ANCrIORS TYPE & - TAPR9t .. $FAUNG MR !tE'fAMASiPK a1TO WOOD FRAME &ILDHG, tAb umtm aMC9tO {M.) ) uPAUUu nNVIOR vrcwcs AND 0xuM t+a7 �) EDGE 66TNiCE ARE RLD!GTE➢ ON nas Tusar� �_._ .. dilE➢tAF FOR E0, LESS TtWt IaD1GATED ON RaaAaai Ste,aale aP4 CwJ ) ..- sctanLxs sE➢ixe ANcrga sPAGINa BY MULAPLritM, SPACING 5>Wwll iRt SCHEDULE At7LN, �. (M D�!IX+) FACTION do THE FOLLOW" FACtORa. FOR THIS GPElUTtON TO BE POSSIBLE. iNOIK.E➢ _. __ TL?' ,..___ � --.-- SPACING O@FAM4D USING FACTOR SENL1 NOT 2 #lam ' &E LESS TMSN MRiAIUM 9T?ACRIG AaDK:ATED '__--- ..__.... FOR FMN ANCHOR TYPE O10 THE SCNEULA£ ,. .-- 3' m AD POURED �,CONT ". - ___,%C - 4- - 4 I CONCRETE, PWREYr CONCRETE I _4G�AG.HMREb�1'�+�.4��ENtiO�-[_ `2 f ija � j e f4. M?x,__I MmzLO!'�t�`castI,kI � I 11Mrs MPAW.TIaI R Y 1a. StBMARgx ! Y may. eLxsr '+,k agar 4 ( { i3 I � w TAASS' j. j ! I :.k Cs t�t�-.,A g E5 Ii 3s' c�5 p d d I I i ' { 1� I C S' y 1 � �., _ r e �S �,Jar ID.1 SS ' w i � 3/3z Wac Ealr • , � aITArAa - - i 1 { I ! "'"T d• E-0 iS Epa l I: I '. tj2 E �.' 4(a'r-2043/4$.S N;S., wf S {"f _ t(a•a-2Da3(a"S.s. M."a. w( } ' I 7/a`ax3j32` WLHG zhJT WASHER 1 "')' `�7f8'aw3132 MNNG au7 WASHER :' O T9 tf2" O.C, ',% (REYOEfO) I __ 1/a`TAPDC4iANONOt2S � � t0/4" TAPCON`a, a 1/2- DO,_-.a3tcHOAS a a 112' DIG : _.__POURED CONCRETE __,F'cnJRED CONCRETE OR LXriM.REtE 8L0aR OR CONCRETE BLOCK WALL MOUNTING INSTALLATION WALL iA i7fON WALL MOUNTING I57AL1ATlOFI SECTION '.}8 SECTION 48 R_..{#EQJ.AI,R PANEL 0 LIFE SAFETY PANEL SCALE 3/e'=1` SORE 3/8"=t" CODE INSTALLATION THREADED W�T; O T O FOR IF SAFETY STORM PA E SYSTEM INTO EXISJING WOOD STRUCTURES.. .I j a,. 1 - I 4 APLO 6•.O M O 4"Pt �I i APCON w 6" MD.. > 2 M7N TH D ,� / f ( :.."Y! 1 / T 2 MIN. j PEI NETRATION AT WOOD PENETRATION AT ,',I RE WOO €€ 4 HEADER FADE HEADER i' , 'i i' }} !{jf '.i t I f / t i I' / 1 MPI. WOOD HEADER w00a HEADER _i�1U_ fl�Mn ACQUIRED REQUIRED REa W W.. FhPrealil4i - � sLTKDLA.E �. E'_ S I & FxiSTk*K`i ON srtE,T ia) i '. --i I Mw AKn1 GiAS= t 5rP »N 'L" WsA. 1° Mw. T➢ wA45 3 PANEL LENGTH ":-. ';" PANEL LENGTH {K,g7 >�r�t x6 � (St NOTE I BELOW) iJA m 2WS" � ,-.;._ e' r (SEE NOTE t ae�.aW) GfAtt I 5.5 M.S. wP , { - .,. , _ ___ 7 8 m a / 32 3r y WettO NUT ' , c } i ' ' I Y { I I _ ' r. ' jf ,. ._.. PPP I I i�l t j�i i t,_ t . �) Ea L- E0. 2'0' wgaD PLATE � I '.,7/B'R a 3f32' WING NUT 2'x4` WDDD PUTS .1 i I �'7/8'a x 3/32' W!NC NUT REQUIRED ")` WASHER to 6 ,/a' D.C. ACQUIRED .`i '>' 1,.: WASHER 0(BEYOND) /14-I0 PANELMATE PLUS ..f Ifs-iP PANEUaATE PL1JSr '�� _ a 6 I/4' C.C. w/] r(e �, Is 6 I/r O.C. w 1: B n MIN. THREADED PENERU Qr! �;` P MIN. mRFAOEa E/NE1RAnav i TN 5 T M10W D PLATE AT A O UNI F PLATE .�' M{ ➢'tH O WALL FIOUNTINc INSTALLAjIDN wALI i _#.IOL!NT1N� _INSTALATtON AL7 I:l4Aitk!" BikW s4Uq)te1NEWEEr ALTERNATIVE 881V Q .REGULAR PANEL ;'��t� A. ttlt/�,r� 2 L3FE SAFETY PAN€L SCALE s!D'=1" ' Sr°".. �CENS .;� SCALE Sfs•=.," tisT'�' ti G` -� FLORIDA BUILDING CODE (High YetcQlty Hurraana Zone d4167 =. WsmD TLT€tA. INC, F.P. ' No _ ZO GAGE GALVANIZED STEEL STORY PANEL ]- lidarAl.LaTlONNS ARE ONLY V/UJ➢ FOR BUILDINGS Vlfi)L AS.D. DESIGN :.DADS •'k - / _..•�'K �` UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO B'-8" . � ;` E 4�"..- - � ��I f 01�� 2_ FOR NEW WOOD FRAME CDNSTRUCTfOk: WOOD MEMBERS TO HE SOUTHERN °i •6T, S A � y�� �F i�i r!► A GLOBAL PROTECT7ON PRODUCTS, LLC. t C`R�^/`2C� F t I der E L V i M C. .MOO 5.w. s] SflaEi PINE N0. 2, w/ 5PEUF6C OFSISRY OF D.55 DR EQUAL "%y�(7,{,'. DPYQ £ T� t L NFCRNO COMFY MY£. FL 333 4 %FSSI i �. 1p,.,,.�� �,m.mN. axtoa n ,a FilopE: (Psa)Imv-TSM, rAx: tesc)eas-d7s7 24-1 76 "/lrltl N A �.,­ CENT apt-,m, bLM'NO fb. NMH)1Nr Sr?.t/SIWNTURE(pATE w'+LTER ,t :IVJr t,y.. P,E. �� - - 44567 _ -91 _ wet 3H4T M M 2b POURED Qc*ETE DR CONCRETE %LICK REWIRED E.[ 0 . I D I S OR PT O LIEE SAFETY PANEL INTO EXISTING PQUREI) CONCRETE OR CONCRETE BLOCK STRUCTURES _ L.a' TAPCON ANCHORS.1fd' TAPCON ANCHORS 0 9' D.C. 4 ¢' O.C. I POURED COItLYtEETE . `. OR CONCRETE BLOCK �' _ i E.D REQUIRED r 1 i Y I I Cat] I ' - SD,AAiKav to 4 ­0 [� : �_ tj sled NT!s - _ 1 1 Ili I I __ _ f ) _ b Y-Yh - "ry I aJ T Cr i ;ralm lure - j -__ j +I E- r I• ...... P_ ....1 .. ,{i a-5D'r RA CUmTE PLUS W/ fa"r v 3J32' W84G NUT WASHER {8EY o) POURED CONCRETE OR CONCRETE BOCK REQUIRED MALL IJQi!( INS INSTALLATION SECTION 58 O UEE SAFM PANEL SCALE 3/8"-t" 19 I p14»tO'r PAWELMATE PLUS Wd '..... '9/8'a : b/32' WING aiUt' wh9r1ER O d 114" OC, paMaEQ CONCRETE OR CONCRETE BLOCK REQUIRED i+#_A13 MOUNTMNi #NS?"ALt jTiON $ECTiON 5A 9.RE.S.tlil.+R PANEL SCALE 3/8'=1" ,J4 s ifar SEE SHEEP T9 ! ED FOR l41CNDAS TYPE # AI✓GIOR TTIE lint,PIdB1Hi$ SPACING FOR i,ISrAIJ, 4AatS- INTO WOOD Ar Alttl MlNtatalM � o�) ) ) EDGE 0lSI'AICE A# MDR",ATEA Ert Tim nWaE mnmR LOmx1i On.) 3 3 SCHEDULE :rot E.O effi TwN Ai01GtTEU ON R.a. a! Ca:m4 Akax {h) ] 3 ?f= scHeaA.E REDUCE ANCHOR SPA; IN - MULTIPLYING sPACPTD sriDWN rn seHEDLA.E A'711k Fe dm¢ GMa�+E) FAA.101F BY THE FOLLOWING FAU'TGRS. FOR TImS 3s rrPERAtrorl 10 @€ RKST..1ai.€. A£DilCE➢ ,Ja' SP/&!RG 68TAlNEP LIS,iNi FA$TaR SeMll IiDT _. a yes' ., 9E ti$5 Trwt MINIMUM SFACriO :NikG'At6D t1xR F.],CEL AHT3aDR TYPE ON TWO SC+RDULE )' _. . /.^ PIE rC 1 (I i ) , 10 . L W 2) ," ,`'��~''y�GfNSF' No.44167 f!i S4N>f."AGHxIUREJOATE N � Vcv t'b O y •O � W C �� � C 7 y; e N .N N Q d f1 - O � 3 �3 ,a y a 7 C .11 rs°za ],L]Tsa INC 20 GAGE GALVANIZED STEEL STORM PANEL 'En, r"� � INC, '�1 GLOBAL PROTECTION PRODUCTS, LLC. °'fay° 4dea S,w. As STREET 6 ! ENetN EMNO COMPANY GUL, FL 33314 A. M. "I'm tssr€)d-rse,full tsszdMI.dr 20- t 78 I xrxi --w.-n)a G-Rwa71e m.. am�Pw. a+ �Ina DIMMING No; .TER A, TtltT a.a.. P.E. as .wez re � , atEDtT iA w � 4dr WILL IT 6 [�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi 1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE ACCO RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1 r DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE, FOR A WIND R R THE SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO ANY FI. i$ MATERW. SHALL BE PERMR7E0 PtTR A DfRE 1TY FA 7- CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D... j 4` m- 1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO ENGAGE S/A" ETTT . 0 ANCHORS, ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $ SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE M EM BY 0.6 IN k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA, TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27. IN ALLOWABLE STRESS FAR WORD LOADS WAS t USED IN THEIR ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN 4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S MANL)FAC'.YIRER. STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE VERIFIEDORDArECE WTTtt SECTION 1 626 OF THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK 2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS, II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH. PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13 STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY- DRAWRiC PLUS ABUILDING AND ZONING a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN N REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO {rTALLATION 5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO. 5. ALL ALUMINUM EXTRUSIONS TO BE 6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT" EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F. INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D. 6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF %. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A- OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY• B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS PRODUCT EVALUATION DOCUMENT WIL L of CONSIDERED INVALID IF M (TrOiTE7. SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4 m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH L 5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL 10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT (A) TO EXIrnN:i�lII4LD._:T�;.:ioETE: (a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC - 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED 1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�, ) - EL MANUFACTURER'S LABEL 5MF11 UFi - J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F . LOTION AT STORM PANEL IN ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE FEMALE YD & PANELMATE PLUS. A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D ANY FINISH MATERIAL ` SHALL BE PERM'TTFB. TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr INTO ANCHORS. �pN*H A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„ FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�% I BE AS EBrmr�rx IN Aij AND as A2}. ° ND,44167 (B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«, "_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna - 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = ) - 7Jd' P % 7f8` CALK -IN hri{;rtORS. AS MANUFACTURED BY DEWALT INC. (CmwiSOQ P,m.l.) ,�"+ f+ > A13OSn 1A1EM, eiC FP. - jt4_tD PANELMATE FEMALE IO AND vANELtMTE PLUS ANCHORS, AS MANUFACTURED BY £FCC CONSTRUCTION g ' ,.'.�+'. R 24 GAGE GALVANIZED STEEL STORM PANEL rYCMTt It, PRODUCTS (t'm=2071 P.x.i.) ---Y a%' �� 4 / . �'' ,"�" �. GLOBAL PROTECTION PRODUCTS, LLC. 07f'°�_ ° _ _ � � asd f' � c o FMz \ adm Sw �, - DA>< Fa it+E} x - , Trsmeo a AN96i6ERat0 COMPANY Dav{; FL :33,+ .. A4. +� r ](A m.nw twaoa ft U,M CNSrtls {9d4;�a-'/543, iN', (43a)e�-e'N7 20-17 ,a:, . T!PA.i xr,-,Fad rw . Pom m,-,ur Pf. Sf/1/90HAitAFJ6atE G-ODD67,9 Al a P''' -.1 roraniw .at ,nat„r wn wJiiER A TttJr h., A L a - - ROAM ®TA a--F N N U O O (1) 0_ L � O � C m -0 0- O O O L a) O � = CCOO l O L.L _ O � O W:9-- I L ) 7 i b R 1 . < ") / 3'J24 B {sTE rmlE a BEurrry q� po�,F�' a p.: ('�(�klj��} �syr J A. Wf OR WJo t 3' M°x, / � $ (RE Iq2 3 aELGTr d1� 7 I�TQ QUFL,�"`,� CONCRETE QR X"'k7�Et3.Fa.i E BLQ7tf� f 14aY' i.M.s. I' '�$ � 4' 24 �' L:l iSEE aV]L 2 ;3x.1E1]P7 2`/24 i" 24 4 $. AT 2 i FOR Ca KREtE eNGa1O$; SEE #{ P{RPANL1 .-.- _- 259,`-_._ ® �H 3• - SCHEDULE tKd '+EIFE'1 Z$ FG7 WORD SL'AEM. .-._, a.�3*... i' Mfa. f G4NCtifTE ANCNO% IT1r7 3' M4z. t' K. Mra SEE BECiX)NS Ott SHEET 2a *1"i ��i {SEE 'E ai Sttffi 75) ^] CL,a¢Rta ..... -_- _._-_. . -..-....18.198' (TOTAL tYiDTit).. __.. - -_ - _ -....- -- - 2.250" ._ -. ...-._-[.591:._-. f• ; r`�TPa(ynusamaac°-`°.CON�c,€OONp¢rtarc».�_______12.500`EFFECTNE w!mN__t____�__�dN3F3A°M)>Im (D - .. .➢ .Ssgs__1 �1's-aS..__..--_•-�-� `-¢,�.)r• S.MS�carc�Tc ama:as4tca:n.pa�-+.___-cifs-(-.R),'c�ii--2.250•I14J�i/P•:f'-..:fY.__7/r._.,._=ut•____�1_�A".'t�a.lm"xraaePcs,wa+EIs!m+rsrsa>_;T/m�.>Rc�� 1.354-----I.yO'^,-1.35Q`--.-,500r-i�_I-1IiiE_��^.1.--,•It�.I!r I11I1��,4.r s:�are(a+mn'�i'�!('i�'IiI I � , II' 7 t'- I I ; ! �` w � i , .. _\ •.-`.e_ Pwrso are,rnrr '� i �G Dm ar � W "a r E 1 i ,! I i � I •I i vaam '< 5 aaa.Eo 1 Or I it I i I I ! i I I ! I I I �! 1 � � i I i cDNanr :" ^' a7s• 1 I I - 075' ! I 'I' ! I i 1 I. i l I _i z� 2.5M• ' i I I r � li '+ i � i I. I -, ' i I I T 'T i I i I m• 1 I i Y ( I � I 1 I t 1 t I aE: vL r x iT 1 ! i < Y f s I 4b' � ,.1.. a_ ., _ 1 �-a-__..:a.�. 7.._i ,. t.-.. ,.�L.L_1.,,I1�I`i!I.'-,,L2z! ,; _' ,. I __ 3.. i i III I I Ts� e r // I `� }, r O.rx58 Met. Tti�K HEMMED _.• �- 3.5D0' + ( 2.590 - - �._. -. - .. �,��-� :...1_.!_�.1.�. L.i_L!_)__._ __�.-..�-,-._,.1 _�. t iRtr +T[LL+R ,J r � _ f ,-•.-�i.>a• zMaJ iss Dcrxr. , I 1 �Ar E.657 t' y' - _. I , __ ,_.�.. _,....., ,.. �.-.__-._._.-:- ._-..._ ..___..._.._.. .. .....-._. -. ., _ 9.L• 1 . ! - T t/•Y-e4tfn i Eros Ol � I_f�r r 1 a R,. GALVANIZED $Rii J' EDGE - , � � r'Y+ i _ _-_.._ - _... `� _ ti O .r I + r ,-,- - T-4 � ? , � , f bD X 'E T.- T "r ,r.r_ _ - yT _-r- 67 _ I - ,Wss Moo M.n t ,il i 1., • 2.➢DO 2 "i r TYP. °: "� ASTI, A_653 T- •� I R 12 � 2.24a 1 j {END PANt`L) [INT[Rst?R PNtFl7 i (RttER'+ai '+XII✓;), (RiTERKVE PANEL} 4 I (ENO PANEL) ) (EN➢ PANEL] (X7iQBOt1 1` j1NTERtaR PA€ffl(I fM0.ERfOR PM'El 1 PING PX1EL ";) . ., - f ,'.. c `..'. � (r/ eYiw aJi O } /y I } -i_-- �- NFlAtAEO 't SD T4If M 'fi DET - f :_'"• + - �SfE iA7Ti z J. a BFIbx' � r , 1 r r : 1 i ! ' �. I jl I ) }-' f _) ` I L (t r.« F .. maDE M u 1 A>t �. �.�__..� � : i s : , 1 I } E I I : :SEE Noe x, A , � 2, 3, a BELOW s� wpm 4 � I , .;.. ,r EDGE _ 4. I � �. ✓ _ 1 } ( �€ r�,E z. 4 �wW �euw�� 1 C //�� G-w GAiV. .��. ( - i I� l! 1 I+ 1. j; E# i i 1 �'! ! I+ i. i � I j 7 i, ! � I r t.. 5. e�"'tsJ r i oE,*� r x i I� v I �siTAIL A ae.a ' ",, ', i I i + ' � i i I t .1 i I :T ,i i � 1 .� i ! i ,) * ' .II ! r : Paarr 1 5 i i I # ) R -� i i i r' t �'.,,®.,.. \_�_ � z3 ?s 1 � 1 � t � ! � i 9� , } : � t I I�a � � I � j � ` f � ( i ,� E � � u,r«.+.,. wm I � t 7rtp �-•-t. gC".�; _ 1 .,_, � O" . i , 1 � -_ '�r • I ! I� '* I -- ' I It - I rom• mN I 1- - - ._..__... f � 3 ._.r.aisa e ..�J � , • :. I � : � !. , � I Y � I 'm Pn�s W I ' • .z , I 4 1 p{ >n n' i { � P� � i)i �» ( ,. r A t I I� � ! � � ! M �I' i I: / i mFemrr I aw -.i t t - - --. __._..___a.2sQ` - _ - _:-_.___ :isa" .'!� Fr-'--•--.2.47G"-•-� � I {{ , I , , ! +. ! ( j: ;.. , � , #:: Ba%:�a__._81 � I t r ! I I � ' , <r..M,s...wJ i i - i � � ]/ 2Ilw+• �' I � f .. I t � , , 1 '4,r_ I ! �', . I � I DSP) I us. Wf�T� i a 1 ! 4� A 4 ! + ) � � I I ° € wWc ,r as 1 STORM. P N a r I I� i I I, 1, I 11 I I l � �1 I �' � 1i s ....Qf 1 i 5 I I 1 �A.EL .,__ _ ,2. 7G _; I � L � I � i I � _« ' ; � IL .. 1 ,: is w_-1 ! _..; ' ._.> __' , _..... , : _ . _ �."...."t�..1 1 I _. d �.., P ! I + �. f k, .� .,) .r2^ Wmcra,Trs L � � --•- gg �B A7 P2 WiNGNYiB � ) FA_ .�.._ � � -.i _ _._��..__......, �.a. ...._.+a. ..i..-.�_L._. �_��..� 1 I_-:_., ._..,._�- . 1, �...f�_a97 . - -- _, • ' _._.,..'yF.... T._, a➢ x •L• ___`•_ ..r._....,.�a 'sfa_' 1 1 k � I 1 , ( T I 1 r 4D x .L' { � �- 11.. 1-'� ;- q � � ; � ; I'7 1 T'= ", T ; T _1­1. i ., l I >kW_.�.� I I- r � 1 _"..�` a . }... I ,,.. i , .�' € � f I , I � .f � �_; I -[; i ..-,„�. � ,:. I I � � ' i � ' i., 1. I � I i � I 1 I ! ; + 1 I ' I1'�iji[�,,iIt!y�.,3.�EDU7RACR#(���BtI,.'n.+��.-wJ,_.1.L.._.tt#,�s,�EI°�}�e;���i�!iIir:.11��-��-;�I'N4�1'iis ' ������.��.�.�.,�..zS+..L d..�_t-x.� _ 1 , SEE 5a+Lbuu S' f ] I sts W'rocwim�! d 1 /" L_ L-:-�-.1��.-... �:_'�.'._-,;.."' i ."` s _s T._._......_q ...._.: _..-...._ ,.�.._ ' �ON SNEEi in GN 3tiFT PS .Tj �. i u/xy_�td. lakrYra,. S ET1D 1.1P _ /`y .- "` > ' Ly,._, SEE NOTE a BFS.Dw_ -+ a.,,-,...._ 4-.m.. i 'sFF: NOTE a, r t.- "..__..._.-. rArEELMAn.. Cn,7 rroR EAP. - � 1 ay,: W. I L- rDR M:,. I � -""`IsatEnLe:E # � �,,:. w. - � ,a, scsrnA]!eN d{ � I sePAP�roR � 1 �'W w� SEE scaaD(nE f ; s zcat• �� �'roR`� TrD+;---ddl ! T/A'r~s✓./ _.__ tTNa DGIArtETE ANcl+orss: SEE aciva - r -! _�'�.,r..-,s_ >. _ `_.�1 I ra L(wts I ! j�R'•'" I ,o Gvss, r. _. - .'• ^, - .I50' .•- Max. I Mmx. iJAY BE LOCATE➢ (AYERNA7E La"ATXrN i T 8`r ;i)3 w +M.i1)7 L I �� N 9Y4Y a/ I O 4LiSS, i ayt s W/ HEMLiEO EDGE. -' .' - } _... P54• ,. � Gtt ytLiT 23; FUR WOOD SCAEYI: Kin At END DR 1 1/r i if2"- AT EHD PM+ELr,) I ( 1 k41G 1 , 7 fa'' ieR Yn �ARxTKN(- �, / EWih' GRALw � .. z � -"' _ -SEE sEDrmud ON SKEET 26 a' I rw? • � , I rD was. T ra3 )r l i ,,.•� r'9 __.R.aD)3• sue: , 2• - ! 'xitt 3 '.(y1oR(3 W/ DR Wj�.�7 INrtx1oR aAJrELS: -]s• _ I ! ! ifii'EkY onaw � ( I �rAY i w A ! y„r"' �t x , OPENING N_etAYS � tit6lNbEb Wj � ! Jy - -.-- _- I I � r pFENINb ALWAYS BE PIR7VroED qj ('L ! T ..^ _ i ! - g ./-:• � .� ._ Wx _- . 11 , � , L15T PANEL Cli Ta BE WSrAtiEp AT QHEACN SNN�' PANEL � I i f ' _#" i' % � G { f ' e13• I r SDI' CAST PM'F! 5 YO f� tNSTMFE➢ A, €KN � I c � it I ,� a tD.de // � _--_ I I REM t1Ar7TXE TO FACILITATE drST/i1AiWN t E I - p T--# - d/ '�, � -_ E �`` i� _ / I EAR HANDLE ro FACILITATE Rmu1An 1 IF Iw?EROEo To BE !NsrstJ,f➢ FROM ' a .. _ - Gj i .+ - --- -_-- i - �__' �a zz I ! _.. I f�./ �. � - f 2s' ' + L 25" _ Ir 11rFENDED rQ BE INSTALLED FROM I INSIDE OF STRUCTURE, S _ i i € �-! '.5 I 3 f ' HcuASt°ED � n � scut s/37' - r INSIDE OF sTRucruRE. I s>cuE sl32` - '. I ! r--- -i--..A - 8� �_ I ' I ei � � j i I ,✓ � - i ".�"- - � � }� �f.-'. I 1 too . r 1/+' Iw.. 2.P +fa' Emx. DIP I I ! i w(T , g I �} 1 3 $ I r '�... • , h e 113.75D f • �" � � n/ay style Ms � � 'a `r' ! I G' .� � V ( t ��� i � 'P t i � f '/4` Nn: eta !H• Xec GAP-1 `. I _�� I r' i & 1 � � I m " I"1 I im i g H �' 1 �%,-_. l i � �� � I t � k i,Nn a ,r 5 I _ e ! -) C 2.oao•j I 2.D6O'I - -__ -_ Q i 1 � 'r hr.3'Ma..) � [ r s j! a � - r. $ ISOMETRIC VIEW, QE1.NL ROUNDED CORNER w ENDS OF PANEL'S I "--5 � � l i T 2 OR �WJ � W/o �. � • i � p�{/,(c ratMtD i �' ; //4 ` R j I � �. i �' , , // ! � 1 END UP W/ HEMMED EDGE. .. , L i 125` 75D" i 1 i' Ttf 'µTErNATE uk`AnbN E'arpxTE zxT' ft � � oG"' I �- I ; �. �. _. I � � � � (N,T'.S) t -�� _ 4 L_4. f I-'---� '-_.�__ 125" xAen ,. I«' � m Y ,r 1 I 1 i i - � -i_ _. � � �- t___._ i SEC7fON A -A �ECTICN 8-8 AT END PANrs7 m,teDEn a , ;� ,n„ArA !} l i i.. _. - 250" --I LL L STALE 3f3Y .- T' ��5 : aw.E 3/32' - 1" aesrAtn.° � f. ! -a } � t � �t � _ (1) OEFIN DN OF ^+FFKF6 ,LIDO: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANES +� `.-'` CdGMiff' Pa L T - __- ._s" uar_ _: ti¢�5.® �• T �`.. i f t(.'t,-wW*' Ms. wE s,. �ni, TRACKS AT TOP & PANELMATE PLUS OR 15" LONG j .. 14-�gxP�'� j!p - ,: {I).. AEE7R!?1ON_.e2E..iER11�.2diQD':: E - Z 14xTrG STORM FANEI,. SYSTEM CONSISTING OF PANEL > AT BOTTOM Wj PANELMATES, r„``•'°A•'rm3/k` eta ,Si i rwPaD�( ... T. ,, v 11 Nft - "W1wUXx 6 .. .. -f >T -r' Min.-. as. w(r/ra3IJ3' a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„ "�• $ " a A _LI N »I i" (Z . Eno PANEL$ 5HAU. ALWAYS BE CONNECiEDTO E� NO SELL WALL BY MEANS OF '�.. s � 7,1A`. 'sAa mN T Jd) f, y � cTE ^--22a--w---a.)-- Hut r!••wam'3fo aEauwED fa x41fa' E+'i e4 I rj, RlwuffD ,y f 6w td>a :;.' �' �p�'s-mq J�' e Y� t,�^��•..t *� � _'S t#Z LUN,:nca INOaxs ,,( 1,rro-ma/e iN(rEnsaen Oda' �..16. � U "� !�"`-""��^' �-� A .� _ (2). D PANELS 61t0.LL ALWAYK 13E CONNECTED TU 80TTOM TRACK 01'HETtWkSE A STOP 6AR PANFIMATES OR: EF USED NTiY W/ 15" t.tlNG �1�)I TRACK AT @aTTaM, END PANELS Win. x �qm� t �S ,,` : I -.,. _. fe.tfar e,m• , �usm) 1 1JA wh E (BD SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �' 8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '� -^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i- � �AI,,,,L. AHiF DINS. oe m[Fr yy1 '-�`-�. W+ Merorm'ws . /A , Ij4"®-20x3/a" M.S. wr 7f8'Pa3r32 w9biG M,1T QR ]/a•h3Jd' Min. rHUMLRSCREW € WA I 6# NTINC #HST i N '#s VJ INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1 �i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J {BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y� j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■ { )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5 p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/. 1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw _��` �L/ �y n N T50" � �R55' (Typ.) A.".v, CEN•:✓��T5at1iH11Uftfrydr/NOTNEEDTO6ECONNECTEDTO2BYAA'YMEWST1tAACR�g2�)R.S�STx11EDI�x�y�{.�snvtoNsa£x33.'r'a`�.•••,..•..,'',T�'i'�I,j� II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4 I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ = 11 � = NO. 44167 •'• •...1-1- C EN �., ✓,�yr=,'=` � I E� r� hMM..�»s GP-�,.i,.,�. NO. 44167 I -� � '- . ' Tt : T � FLORIDA BUILDING CODE Hi h Velocity NUT ricane 2➢na ,� � FLORIDA BUILDING CODE HI N Vetooil HiJrrfcone Zone) (-,•-! FLDRIDA BUR.4THG COaE HI h NurNaane Zone) _- � � 9 ) a Y -- t URAMN 0 � � w E�urriaws cur BE Velocity Q : :,�_.__..75c1"_ ,._._ :-:�`- 9 •. = 43DM +alii0. INC r,p, � m7e10 TxTEW, atC F.P. d137M4ATi0N ANY wA'r rD. SiAT dNY � �.. " 1rD20 MTiC4. YtC FA. �, Mox. ATf OF = 20 GAGE GALVANIZED STEEL STORM PANEL Na, 4 � 67 ,. ZO GAGE GALVANIZED STEEL STORM PANEL � l ' STATE {}F 2() GAGE GALVANIZED STEEL STORM PANEL ------� "s9p• � `' ,�- eT. - •* z --- DaAWtr ar. i� = 9'. z _ 2 ' DRAWd er. M GRID - � _. '„� /, * :, R=�" � •,,..,. DT/sdfsnn �'r ^=��'ax'°o;:...®�..t..»r uTf3alwsa �IL...i ___._' LD. L rat �..... F O'•. f , ate.` . Dr/3aJ3G� t` r � •--�. GLOBAL PROTECTION PRODUCTS, LLC. : •t:`- STAT CP : re � � -`> GLOBAL PROTECTION PRODUCTS LLCx ;�FF;- >1 ...... �A.` j GLOBAL PROTECTION PRODUCTS, LLC. AAre �7 3 as�'(td.�.�.tl.M,�A,('(GLE �a STOP BAR =''''.S NAL"' ,• Ii. E C O IMc ,„ _ sGb.E: i s• . T- �•� •, IL E C ID Ir�c Sj GTL ��Iw �+r �y TT' LONG {''r'l. tNN+NEM�'�'�•"�`' aAN1 sty. iY SlPEET "'- %�L•%` f£ )�±�•"�"iY7 flL iZ�ir s►V INS- IdGD s.W. nt sTPEZT d rM�a /. � X ••. •. s'Ly f � CAW su st sHTEEir I TILER RaTINP A: EMfifNF.ERiNe COMPANY INANE, R 333ta 2.a-? 7Fi '+, ef' �,. (j ,.•' \�'° 1aLUT EdTINa a ➢KOHL NL' COMPANY aEME.. n. 3J.'Ha � - t N5 Ra. .�-,.­ dMaae,. ttPANr #I :vE:' !T: )a31a «.R un. a, M.. xa PNOHG� (ad1)adm-7s+s, rAx tss47rA'u-e7RT +., �'' ty � ; � *x.nr. 4N, a. ma. FNOOr, n srxA PHanT:. tase)na9aneD, rnx: tus47°aae--srrT 24-476 a //' t f , tinitsTwo a'-R+u u,w Pwexa: Sas+7sR°_rs+A. TAIL': {!es4}ada.dr°x 20-176 Q B48S-TS Alum. ALkv LOY f +tee : txm mr .nto'. r.. , MON nl-tsar r a1' � �,__-_- Pam.. ,Hari .-I.,ean , mr : t�+i dn_tm, A.E. DNAttAtE iktTE A-aDDATt9 alaa.mN aa' -.1 nwwnaw, sae ORAMNO rr/A 51,,E "`""� cA-otwa2aa fii:.-aa➢a7]D ra, ,. .orr„a sa.r. .u,e'arr wa D!twND Ne, j YAAllrlf A a Ja:, P,1.. era txn a.swa. 4 - � INrNdt ai+ixi SEAy^SIONSYUPE/Pt2 wALiER Ak riLtU fie., P.E a+ a. may wa 1Y+AXirM Po, � P E. SEA! ja!eNAirP1EJDnr , rs ta.,.E _� - J DEN as S. i _ _ .FIRST 22 et 2a .-..,.----.-•,.,- _ Bat:. _ - ANELT xt DF 2@ WMTkA A. 1LLL1I Jr.. P.r. a SHEET N0. SH 1.2. rAFtCfgT�. OR OatCREEE a({}CK REIXARED -' � 1fa, Na . EOr 4 CDrx1 M'n dFRwATON to '. ar.� mu m0 Ex I PNET iK' xx b�.1 iYi GI O i h y`a in , y 1 Ps I )9)9)9 � 0;�� 1 I... � -_} 1 1 3j32` WIND NUT Q 12 ifs. I f4' YMOON ANCHO!TS 6 (STAOGERED Wr STDOj - .POURED C'GVaRETE DR CONORETE aLOP:K REQUIRED WALL IL#OUNTIN • INSTALIATI N SECTION REGULAR PANEL SCALE 3/8"=i" I C' 1' NUT WASHER Cf'd£FGt#0) yr+" TAPCpN ANaNaRS _. O 4 TJ2" O.0 (sraADERED w( SFtIiT} POURED DDNCTtkIE DR CONCRETE BLOCK REQUIRED 1 �+O�tN11dS ltISTA 'I dL;TlON SECT__1_Ol�i 3R 2_R(EE SAFETY PANEL SCALE S/9•=i- OR N%°llpE tYlE tµ1- SEE *PIPET to d 2D MR ANCrIORS TYPE & - TAPR9t .. $FAUNG MR !tE'fAMASiPK a1TO WOOD FRAME &ILDHG, tAb umtm aMC9tO {M.) ) uPAUUu nNVIOR vrcwcs AND 0xuM t+a7 �) EDGE 66TNiCE ARE RLD!GTE➢ ON nas Tusar� �_._ .. dilE➢tAF FOR E0, LESS TtWt IaD1GATED ON RaaAaai Ste,aale aP4 CwJ ) ..- sctanLxs sE➢ixe ANcrga sPAGINa BY MULAPLritM, SPACING 5>Wwll iRt SCHEDULE At7LN, �. (M D�!IX+) FACTION do THE FOLLOW" FACtORa. FOR THIS GPElUTtON TO BE POSSIBLE. iNOIK.E➢ _. __ TL?' ,..___ � --.-- SPACING O@FAM4D USING FACTOR SENL1 NOT 2 #lam ' &E LESS TMSN MRiAIUM 9T?ACRIG AaDK:ATED '__--- ..__.... FOR FMN ANCHOR TYPE O10 THE SCNEULA£ ,. .-- 3' m AD POURED �,CONT ". - ___,%C - 4- - 4 I CONCRETE, PWREYr CONCRETE I _4G�AG.HMREb�1'�+�.4��ENtiO�-[_ `2 f ija � j e f4. M?x,__I MmzLO!'�t�`castI,kI � I 11Mrs MPAW.TIaI R Y 1a. StBMARgx ! Y may. eLxsr '+,k agar 4 ( { i3 I � w TAASS' j. j ! I :.k Cs t�t�-.,A g E5 Ii 3s' c�5 p d d I I i ' { 1� I C S' y 1 � �., _ r e �S �,Jar ID.1 SS ' w i � 3/3z Wac Ealr • , � aITArAa - - i 1 { I ! "'"T d• E-0 iS Epa l I: I '. tj2 E �.' 4(a'r-2043/4$.S N;S., wf S {"f _ t(a•a-2Da3(a"S.s. M."a. w( } ' I 7/a`ax3j32` WLHG zhJT WASHER 1 "')' `�7f8'aw3132 MNNG au7 WASHER :' O T9 tf2" O.C, ',% (REYOEfO) I __ 1/a`TAPDC4iANONOt2S � � t0/4" TAPCON`a, a 1/2- DO,_-.a3tcHOAS a a 112' DIG : _.__POURED CONCRETE __,F'cnJRED CONCRETE OR LXriM.REtE 8L0aR OR CONCRETE BLOCK WALL MOUNTING INSTALLATION WALL iA i7fON WALL MOUNTING I57AL1ATlOFI SECTION '.}8 SECTION 48 R_..{#EQJ.AI,R PANEL 0 LIFE SAFETY PANEL SCALE 3/e'=1` SORE 3/8"=t" CODE INSTALLATION THREADED W�T; O T O FOR IF SAFETY STORM PA E SYSTEM INTO EXISJING WOOD STRUCTURES.. .I j a,. 1 - I 4 APLO 6•.O M O 4"Pt �I i APCON w 6" MD.. > 2 M7N TH D ,� / f ( :.."Y! 1 / T 2 MIN. j PEI NETRATION AT WOOD PENETRATION AT ,',I RE WOO €€ 4 HEADER FADE HEADER i' , 'i i' }} !{jf '.i t I f / t i I' / 1 MPI. WOOD HEADER w00a HEADER _i�1U_ fl�Mn ACQUIRED REQUIRED REa W W.. FhPrealil4i - � sLTKDLA.E �. E'_ S I & FxiSTk*K`i ON srtE,T ia) i '. --i I Mw AKn1 GiAS= t 5rP »N 'L" WsA. 1° Mw. T➢ wA45 3 PANEL LENGTH ":-. ';" PANEL LENGTH {K,g7 >�r�t x6 � (St NOTE I BELOW) iJA m 2WS" � ,-.;._ e' r (SEE NOTE t ae�.aW) GfAtt I 5.5 M.S. wP , { - .,. , _ ___ 7 8 m a / 32 3r y WettO NUT ' , c } i ' ' I Y { I I _ ' r. ' jf ,. ._.. PPP I I i�l t j�i i t,_ t . �) Ea L- E0. 2'0' wgaD PLATE � I '.,7/B'R a 3f32' WING NUT 2'x4` WDDD PUTS .1 i I �'7/8'a x 3/32' W!NC NUT REQUIRED ")` WASHER to 6 ,/a' D.C. ACQUIRED .`i '>' 1,.: WASHER 0(BEYOND) /14-I0 PANELMATE PLUS ..f Ifs-iP PANEUaATE PL1JSr '�� _ a 6 I/4' C.C. w/] r(e �, Is 6 I/r O.C. w 1: B n MIN. THREADED PENERU Qr! �;` P MIN. mRFAOEa E/NE1RAnav i TN 5 T M10W D PLATE AT A O UNI F PLATE .�' M{ ➢'tH O WALL FIOUNTINc INSTALLAjIDN wALI i _#.IOL!NT1N� _INSTALATtON AL7 I:l4Aitk!" BikW s4Uq)te1NEWEEr ALTERNATIVE 881V Q .REGULAR PANEL ;'��t� A. ttlt/�,r� 2 L3FE SAFETY PAN€L SCALE s!D'=1" ' Sr°".. �CENS .;� SCALE Sfs•=.," tisT'�' ti G` -� FLORIDA BUILDING CODE (High YetcQlty Hurraana Zone d4167 =. WsmD TLT€tA. INC, F.P. ' No _ ZO GAGE GALVANIZED STEEL STORY PANEL ]- lidarAl.LaTlONNS ARE ONLY V/UJ➢ FOR BUILDINGS Vlfi)L AS.D. DESIGN :.DADS •'k - / _..•�'K �` UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO B'-8" . � ;` E 4�"..- - � ��I f 01�� 2_ FOR NEW WOOD FRAME CDNSTRUCTfOk: WOOD MEMBERS TO HE SOUTHERN °i •6T, S A � y�� �F i�i r!► A GLOBAL PROTECT7ON PRODUCTS, LLC. t C`R�^/`2C� F t I der E L V i M C. .MOO 5.w. s] SflaEi PINE N0. 2, w/ 5PEUF6C OFSISRY OF D.55 DR EQUAL "%y�(7,{,'. DPYQ £ T� t L NFCRNO COMFY MY£. FL 333 4 %FSSI i �. 1p,.,,.�� �,m.mN. axtoa n ,a FilopE: (Psa)Imv-TSM, rAx: tesc)eas-d7s7 24-1 76 "/lrltl N A �.,­ CENT apt-,m, bLM'NO fb. NMH)1Nr Sr?.t/SIWNTURE(pATE w'+LTER ,t :IVJr t,y.. P,E. �� - - 44567 _ -91 _ wet 3H4T M M 2b POURED Qc*ETE DR CONCRETE %LICK REWIRED E.[ 0 . I D I S OR PT O LIEE SAFETY PANEL INTO EXISTING PQUREI) CONCRETE OR CONCRETE BLOCK STRUCTURES _ L.a' TAPCON ANCHORS.1fd' TAPCON ANCHORS 0 9' D.C. 4 ¢' O.C. I POURED COItLYtEETE . `. OR CONCRETE BLOCK �' _ i E.D REQUIRED r 1 i Y I I Cat] I ' - SD,AAiKav to 4 ­0 [� : �_ tj sled NT!s - _ 1 1 Ili I I __ _ f ) _ b Y-Yh - "ry I aJ T Cr i ;ralm lure - j -__ j +I E- r I• ...... P_ ....1 .. ,{i a-5D'r RA CUmTE PLUS W/ fa"r v 3J32' W84G NUT WASHER {8EY o) POURED CONCRETE OR CONCRETE BOCK REQUIRED MALL IJQi!( INS INSTALLATION SECTION 58 O UEE SAFM PANEL SCALE 3/8"-t" 19 I p14»tO'r PAWELMATE PLUS Wd '..... '9/8'a : b/32' WING aiUt' wh9r1ER O d 114" OC, paMaEQ CONCRETE OR CONCRETE BLOCK REQUIRED i+#_A13 MOUNTMNi #NS?"ALt jTiON $ECTiON 5A 9.RE.S.tlil.+R PANEL SCALE 3/8'=1" ,J4 s ifar SEE SHEEP T9 ! ED FOR l41CNDAS TYPE # AI✓GIOR TTIE lint,PIdB1Hi$ SPACING FOR i,ISrAIJ, 4AatS- INTO WOOD Ar Alttl MlNtatalM � o�) ) ) EDGE 0lSI'AICE A# MDR",ATEA Ert Tim nWaE mnmR LOmx1i On.) 3 3 SCHEDULE :rot E.O effi TwN Ai01GtTEU ON R.a. a! Ca:m4 Akax {h) ] 3 ?f= scHeaA.E REDUCE ANCHOR SPA; IN - MULTIPLYING sPACPTD sriDWN rn seHEDLA.E A'711k Fe dm¢ GMa�+E) FAA.101F BY THE FOLLOWING FAU'TGRS. FOR TImS 3s rrPERAtrorl 10 @€ RKST..1ai.€. A£DilCE➢ ,Ja' SP/&!RG 68TAlNEP LIS,iNi FA$TaR SeMll IiDT _. a yes' ., 9E ti$5 Trwt MINIMUM SFACriO :NikG'At6D t1xR F.],CEL AHT3aDR TYPE ON TWO SC+RDULE )' _. . /.^ PIE rC 1 (I i ) , 10 . L W 2) ," ,`'��~''y�GfNSF' No.44167 f!i S4N>f."AGHxIUREJOATE N � Vcv t'b O y •O � W C �� � C 7 y; e N .N N Q d f1 - O � 3 �3 ,a y a 7 C .11 rs°za ],L]Tsa INC 20 GAGE GALVANIZED STEEL STORM PANEL 'En, r"� � INC, '�1 GLOBAL PROTECTION PRODUCTS, LLC. °'fay° 4dea S,w. As STREET 6 ! ENetN EMNO COMPANY GUL, FL 33314 A. M. "I'm tssr€)d-rse,full tsszdMI.dr 20- t 78 I xrxi --w.-n)a G-Rwa71e m.. am�Pw. a+ �Ina DIMMING No; .TER A, TtltT a.a.. P.E. as .wez re � , atEDtT iA w � 4dr WILL IT 6 [�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi 1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE ACCO RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1 r DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE, FOR A WIND R R THE SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO ANY FI. i$ MATERW. SHALL BE PERMR7E0 PtTR A DfRE 1TY FA 7- CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D... j 4` m- 1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO ENGAGE S/A" ETTT . 0 ANCHORS, ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $ SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE M EM BY 0.6 IN k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA, TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27. IN ALLOWABLE STRESS FAR WORD LOADS WAS t USED IN THEIR ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN 4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S MANL)FAC'.YIRER. STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE VERIFIEDORDArECE WTTtt SECTION 1 626 OF THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK 2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS, II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH. PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13 STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY- DRAWRiC PLUS ABUILDING AND ZONING a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN N REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO {rTALLATION 5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO. 5. ALL ALUMINUM EXTRUSIONS TO BE 6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT" EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F. INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D. 6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF %. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A- OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY• B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS PRODUCT EVALUATION DOCUMENT WIL L of CONSIDERED INVALID IF M (TrOiTE7. SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4 m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH L 5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL 10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT (A) TO EXIrnN:i�lII4LD._:T�;.:ioETE: (a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC - 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED 1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�, ) - EL MANUFACTURER'S LABEL 5MF11 UFi - J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F . LOTION AT STORM PANEL IN ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE FEMALE YD & PANELMATE PLUS. A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D ANY FINISH MATERIAL ` SHALL BE PERM'TTFB. TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr INTO ANCHORS. �pN*H A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„ FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�% I BE AS EBrmr�rx IN Aij AND as A2}. ° ND,44167 (B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«, "_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna - 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = ) - 7Jd' P % 7f8` CALK -IN hri{;rtORS. AS MANUFACTURED BY DEWALT INC. (CmwiSOQ P,m.l.) ,�"+ f+ > A13OSn 1A1EM, eiC FP. - jt4_tD PANELMATE FEMALE IO AND vANELtMTE PLUS ANCHORS, AS MANUFACTURED BY £FCC CONSTRUCTION g ' ,.'.�+'. R 24 GAGE GALVANIZED STEEL STORM PANEL rYCMTt It, PRODUCTS (t'm=2071 P.x.i.) ---Y a%' �� 4 / . �'' ,"�" �. GLOBAL PROTECTION PRODUCTS, LLC. 07f'°�_ ° _ _ � � asd f' � c o FMz \ adm Sw �, - DA>< Fa it+E} x - , Trsmeo a AN96i6ERat0 COMPANY Dav{; FL :33,+ .. A4. +� r ](A m.nw twaoa ft U,M CNSrtls {9d4;�a-'/543, iN', (43a)e�-e'N7 20-17 ,a:, . T!PA.i xr,-,Fad rw . Pom m,-,ur Pf. Sf/1/90HAitAFJ6atE G-ODD67,9 Al a P''' -.1 roraniw .at ,nat„r wn wJiiER A TttJr h., A L a - - ROAM ®TA a--F N N U O O (1) 0_ L � O � C m -0 0- O O O L a) O � = CCOO l O L.L _ O � O W:9-- I L ) 7 i b R 1 . < ") / 3'J24 B {sTE rmlE a BEurrry q� po�,F�' a p.: ('�(�klj��} �syr J A. Wf OR WJo t 3' M°x, / � $ (RE Iq2 3 aELGTr d1� 7 I�TQ QUFL,�"`,� CONCRETE QR X"'k7�Et3.Fa.i E BLQ7tf� f 14aY' i.M.s. I' '�$ � 4' 24 �' L:l iSEE aV]L 2 ;3x.1E1]P7 2`/24 i" 24 4 $. AT 2 i FOR Ca KREtE eNGa1O$; SEE #{ P{RPANL1 .-.- _- 259,`-_._ ® �H 3• - SCHEDULE tKd '+EIFE'1 Z$ FG7 WORD SL'AEM. .-._, a.�3*... i' Mfa. f G4NCtifTE ANCNO% IT1r7 3' M4z. t' K. Mra SEE BECiX)NS Ott SHEET 2a *1"i ��i {SEE 'E ai Sttffi 75) ^] CL,a¢Rta ..... -_- _._-_. . -..-....18.198' (TOTAL tYiDTit).. __.. - -_ - _ -....- -- - 2.250" ._ -. ...-._-[.591:._-. f• ; r`�TPa(ynusamaac°-`°.CON�c,€OONp¢rtarc».�_______12.500`EFFECTNE w!mN__t____�__�dN3F3A°M)>Im (D - .. .➢ .Ssgs__1 �1's-aS..__..--_•-�-� `-¢,�.)r• S.MS�carc�Tc ama:as4tca:n.pa�-+.___-cifs-(-.R),'c�ii--2.250•I14J�i/P•:f'-..:fY.__7/r._.,._=ut•____�1_�A".'t�a.lm"xraaePcs,wa+EIs!m+rsrsa>_;T/m�.>Rc�� 1.354-----I.yO'^,-1.35Q`--.-,500r-i�_I-1IiiE_��^.1.--,•It�.I!r I11I1��,4.r s:�are(a+mn'�i'�!('i�'IiI I � , II' 7 t'- I I ; ! �` w � i , .. _\ •.-`.e_ Pwrso are,rnrr '� i �G Dm ar � W "a r E 1 i ,! I i � I •I i vaam '< 5 aaa.Eo 1 Or I it I i I I ! i I I ! I I I �! 1 � � i I i cDNanr :" ^' a7s• 1 I I - 075' ! I 'I' ! I i 1 I. i l I _i z� 2.5M• ' i I I r � li '+ i � i I. I -, ' i I I T 'T i I i I m• 1 I i Y ( I � I 1 I t 1 t I aE: vL r x iT 1 ! i < Y f s I 4b' � ,.1.. a_ ., _ 1 �-a-__..:a.�. 7.._i ,. t.-.. ,.�L.L_1.,,I1�I`i!I.'-,,L2z! ,; _' ,. I __ 3.. i i III I I Ts� e r // I `� }, r O.rx58 Met. Tti�K HEMMED _.• �- 3.5D0' + ( 2.590 - - �._. -. - .. �,��-� :...1_.!_�.1.�. L.i_L!_)__._ __�.-..�-,-._,.1 _�. t iRtr +T[LL+R ,J r � _ f ,-•.-�i.>a• zMaJ iss Dcrxr. , I 1 �Ar E.657 t' y' - _. I , __ ,_.�.. _,....., ,.. �.-.__-._._.-:- ._-..._ ..___..._.._.. .. .....-._. -. ., _ 9.L• 1 . ! - T t/•Y-e4tfn i Eros Ol � I_f�r r 1 a R,. GALVANIZED $Rii J' EDGE - , � � r'Y+ i _ _-_.._ - _... `� _ ti O .r I + r ,-,- - T-4 � ? , � , f bD X 'E T.- T "r ,r.r_ _ - yT _-r- 67 _ I - ,Wss Moo M.n t ,il i 1., • 2.➢DO 2 "i r TYP. °: "� ASTI, A_653 T- •� I R 12 � 2.24a 1 j {END PANt`L) [INT[Rst?R PNtFl7 i (RttER'+ai '+XII✓;), (RiTERKVE PANEL} 4 I (ENO PANEL) ) (EN➢ PANEL] (X7iQBOt1 1` j1NTERtaR PA€ffl(I fM0.ERfOR PM'El 1 PING PX1EL ";) . ., - f ,'.. c `..'. � (r/ eYiw aJi O } /y I } -i_-- �- NFlAtAEO 't SD T4If M 'fi DET - f :_'"• + - �SfE iA7Ti z J. a BFIbx' � r , 1 r r : 1 i ! ' �. I jl I ) }-' f _) ` I L (t r.« F .. maDE M u 1 A>t �. �.�__..� � : i s : , 1 I } E I I : :SEE Noe x, A , � 2, 3, a BELOW s� wpm 4 � I , .;.. ,r EDGE _ 4. I � �. ✓ _ 1 } ( �€ r�,E z. 4 �wW �euw�� 1 C //�� G-w GAiV. .��. ( - i I� l! 1 I+ 1. j; E# i i 1 �'! ! I+ i. i � I j 7 i, ! � I r t.. 5. e�"'tsJ r i oE,*� r x i I� v I �siTAIL A ae.a ' ",, ', i I i + ' � i i I t .1 i I :T ,i i � 1 .� i ! i ,) * ' .II ! r : Paarr 1 5 i i I # ) R -� i i i r' t �'.,,®.,.. \_�_ � z3 ?s 1 � 1 � t � ! � i 9� , } : � t I I�a � � I � j � ` f � ( i ,� E � � u,r«.+.,. wm I � t 7rtp �-•-t. gC".�; _ 1 .,_, � O" . i , 1 � -_ '�r • I ! I� '* I -- ' I It - I rom• mN I 1- - - ._..__... f � 3 ._.r.aisa e ..�J � , • :. I � : � !. , � I Y � I 'm Pn�s W I ' • .z , I 4 1 p{ >n n' i { � P� � i)i �» ( ,. r A t I I� � ! � � ! M �I' i I: / i mFemrr I aw -.i t t - - --. __._..___a.2sQ` - _ - _:-_.___ :isa" .'!� Fr-'--•--.2.47G"-•-� � I {{ , I , , ! +. ! ( j: ;.. , � , #:: Ba%:�a__._81 � I t r ! I I � ' , <r..M,s...wJ i i - i � � ]/ 2Ilw+• �' I � f .. I t � , , 1 '4,r_ I ! �', . I � I DSP) I us. Wf�T� i a 1 ! 4� A 4 ! + ) � � I I ° € wWc ,r as 1 STORM. P N a r I I� i I I, 1, I 11 I I l � �1 I �' � 1i s ....Qf 1 i 5 I I 1 �A.EL .,__ _ ,2. 7G _; I � L � I � i I � _« ' ; � IL .. 1 ,: is w_-1 ! _..; ' ._.> __' , _..... , : _ . _ �."...."t�..1 1 I _. d �.., P ! I + �. f k, .� .,) .r2^ Wmcra,Trs L � � --•- gg �B A7 P2 WiNGNYiB � ) FA_ .�.._ � � -.i _ _._��..__......, �.a. ...._.+a. ..i..-.�_L._. �_��..� 1 I_-:_., ._..,._�- . 1, �...f�_a97 . - -- _, • ' _._.,..'yF.... T._, a➢ x •L• ___`•_ ..r._....,.�a 'sfa_' 1 1 k � I 1 , ( T I 1 r 4D x .L' { � �- 11.. 1-'� ;- q � � ; � ; I'7 1 T'= ", T ; T _1­1. i ., l I >kW_.�.� I I- r � 1 _"..�` a . }... I ,,.. i , .�' € � f I , I � .f � �_; I -[; i ..-,„�. � ,:. I I � � ' i � ' i., 1. I � I i � I 1 I ! ; + 1 I ' I1'�iji[�,,iIt!y�.,3.�EDU7RACR#(���BtI,.'n.+��.-wJ,_.1.L.._.tt#,�s,�EI°�}�e;���i�!iIir:.11��-��-;�I'N4�1'iis ' ������.��.�.�.,�..zS+..L d..�_t-x.� _ 1 , SEE 5a+Lbuu S' f ] I sts W'rocwim�! d 1 /" L_ L-:-�-.1��.-... �:_'�.'._-,;.."' i ."` s _s T._._......_q ...._.: _..-...._ ,.�.._ ' �ON SNEEi in GN 3tiFT PS .Tj �. i u/xy_�td. lakrYra,. S ET1D 1.1P _ /`y .- "` > ' Ly,._, SEE NOTE a BFS.Dw_ -+ a.,,-,...._ 4-.m.. i 'sFF: NOTE a, r t.- "..__..._.-. rArEELMAn.. Cn,7 rroR EAP. - � 1 ay,: W. I L- rDR M:,. I � -""`IsatEnLe:E # � �,,:. w. - � ,a, scsrnA]!eN d{ � I sePAP�roR � 1 �'W w� SEE scaaD(nE f ; s zcat• �� �'roR`� TrD+;---ddl ! T/A'r~s✓./ _.__ tTNa DGIArtETE ANcl+orss: SEE aciva - r -! _�'�.,r..-,s_ >. _ `_.�1 I ra L(wts I ! j�R'•'" I ,o Gvss, r. _. - .'• ^, - .I50' .•- Max. I Mmx. iJAY BE LOCATE➢ (AYERNA7E La"ATXrN i T 8`r ;i)3 w +M.i1)7 L I �� N 9Y4Y a/ I O 4LiSS, i ayt s W/ HEMLiEO EDGE. -' .' - } _... P54• ,. � Gtt ytLiT 23; FUR WOOD SCAEYI: Kin At END DR 1 1/r i if2"- AT EHD PM+ELr,) I ( 1 k41G 1 , 7 fa'' ieR Yn �ARxTKN(- �, / EWih' GRALw � .. z � -"' _ -SEE sEDrmud ON SKEET 26 a' I rw? • � , I rD was. T ra3 )r l i ,,.•� r'9 __.R.aD)3• sue: , 2• - ! 'xitt 3 '.(y1oR(3 W/ DR Wj�.�7 INrtx1oR aAJrELS: -]s• _ I ! ! ifii'EkY onaw � ( I �rAY i w A ! y„r"' �t x , OPENING N_etAYS � tit6lNbEb Wj � ! Jy - -.-- _- I I � r pFENINb ALWAYS BE PIR7VroED qj ('L ! T ..^ _ i ! - g ./-:• � .� ._ Wx _- . 11 , � , L15T PANEL Cli Ta BE WSrAtiEp AT QHEACN SNN�' PANEL � I i f ' _#" i' % � G { f ' e13• I r SDI' CAST PM'F! 5 YO f� tNSTMFE➢ A, €KN � I c � it I ,� a tD.de // � _--_ I I REM t1Ar7TXE TO FACILITATE drST/i1AiWN t E I - p T--# - d/ '�, � -_ E �`` i� _ / I EAR HANDLE ro FACILITATE Rmu1An 1 IF Iw?EROEo To BE !NsrstJ,f➢ FROM ' a .. _ - Gj i .+ - --- -_-- i - �__' �a zz I ! _.. I f�./ �. � - f 2s' ' + L 25" _ Ir 11rFENDED rQ BE INSTALLED FROM I INSIDE OF STRUCTURE, S _ i i € �-! '.5 I 3 f ' HcuASt°ED � n � scut s/37' - r INSIDE OF sTRucruRE. I s>cuE sl32` - '. I ! r--- -i--..A - 8� �_ I ' I ei � � j i I ,✓ � - i ".�"- - � � }� �f.-'. I 1 too . r 1/+' Iw.. 2.P +fa' Emx. DIP I I ! i w(T , g I �} 1 3 $ I r '�... • , h e 113.75D f • �" � � n/ay style Ms � � 'a `r' ! I G' .� � V ( t ��� i � 'P t i � f '/4` Nn: eta !H• Xec GAP-1 `. I _�� I r' i & 1 � � I m " I"1 I im i g H �' 1 �%,-_. l i � �� � I t � k i,Nn a ,r 5 I _ e ! -) C 2.oao•j I 2.D6O'I - -__ -_ Q i 1 � 'r hr.3'Ma..) � [ r s j! a � - r. $ ISOMETRIC VIEW, QE1.NL ROUNDED CORNER w ENDS OF PANEL'S I "--5 � � l i T 2 OR �WJ � W/o �. � • i � p�{/,(c ratMtD i �' ; //4 ` R j I � �. i �' , , // ! � 1 END UP W/ HEMMED EDGE. .. , L i 125` 75D" i 1 i' Ttf 'µTErNATE uk`AnbN E'arpxTE zxT' ft � � oG"' I �- I ; �. �. _. I � � � � (N,T'.S) t -�� _ 4 L_4. f I-'---� '-_.�__ 125" xAen ,. I«' � m Y ,r 1 I 1 i i - � -i_ _. � � �- t___._ i SEC7fON A -A �ECTICN 8-8 AT END PANrs7 m,teDEn a , ;� ,n„ArA !} l i i.. _. - 250" --I LL L STALE 3f3Y .- T' ��5 : aw.E 3/32' - 1" aesrAtn.° � f. ! -a } � t � �t � _ (1) OEFIN DN OF ^+FFKF6 ,LIDO: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANES +� `.-'` CdGMiff' Pa L T - __- ._s" uar_ _: ti¢�5.® �• T �`.. i f t(.'t,-wW*' Ms. wE s,. �ni, TRACKS AT TOP & PANELMATE PLUS OR 15" LONG j .. 14-�gxP�'� j!p - ,: {I).. AEE7R!?1ON_.e2E..iER11�.2diQD':: E - Z 14xTrG STORM FANEI,. SYSTEM CONSISTING OF PANEL > AT BOTTOM Wj PANELMATES, r„``•'°A•'rm3/k` eta ,Si i rwPaD�( ... T. ,, v 11 Nft - "W1wUXx 6 .. .. -f >T -r' Min.-. as. w(r/ra3IJ3' a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„ "�• $ " a A _LI N »I i" (Z . Eno PANEL$ 5HAU. ALWAYS BE CONNECiEDTO E� NO SELL WALL BY MEANS OF '�.. s � 7,1A`. 'sAa mN T Jd) f, y � cTE ^--22a--w---a.)-- Hut r!••wam'3fo aEauwED fa x41fa' E+'i e4 I rj, RlwuffD ,y f 6w td>a :;.' �' �p�'s-mq J�' e Y� t,�^��•..t *� � _'S t#Z LUN,:nca INOaxs ,,( 1,rro-ma/e iN(rEnsaen Oda' �..16. � U "� !�"`-""��^' �-� A .� _ (2). D PANELS 61t0.LL ALWAYK 13E CONNECTED TU 80TTOM TRACK 01'HETtWkSE A STOP 6AR PANFIMATES OR: EF USED NTiY W/ 15" t.tlNG �1�)I TRACK AT @aTTaM, END PANELS Win. x �qm� t �S ,,` : I -.,. _. fe.tfar e,m• , �usm) 1 1JA wh E (BD SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �' 8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '� -^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i- � �AI,,,,L. AHiF DINS. oe m[Fr yy1 '-�`-�. W+ Merorm'ws . /A , Ij4"®-20x3/a" M.S. wr 7f8'Pa3r32 w9biG M,1T QR ]/a•h3Jd' Min. rHUMLRSCREW € WA I 6# NTINC #HST i N '#s VJ INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1 �i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J {BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y� j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■ { )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5 p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/. 1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw _��` �L/ �y n N T50" � �R55' (Typ.) A.".v, CEN•:✓��T5at1iH11Uftfrydr/NOTNEEDTO6ECONNECTEDTO2BYAA'YMEWST1tAACR�g2�)R.S�STx11EDI�x�y�{.�snvtoNsa£x33.'r'a`�.•••,..•..,'',T�'i'�I,j� II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4 I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ = 11 � = NO. 44167 •'• •...1-1- C EN �., ✓,�yr=,'=` � I E� r� hMM..�»s GP-�,.i,.,�. NO. 44167 I -� � '- . ' Tt : T � FLORIDA BUILDING CODE Hi h Velocity NUT ricane 2➢na ,� � FLORIDA BUILDING CODE HI N Vetooil HiJrrfcone Zone) (-,•-! FLDRIDA BUR.4THG COaE HI h NurNaane Zone) _- � � 9 ) a Y -- t URAMN 0 � � w E�urriaws cur BE Velocity Q : :,�_.__..75c1"_ ,._._ :-:�`- 9 •. = 43DM +alii0. INC r,p, � m7e10 TxTEW, atC F.P. d137M4ATi0N ANY wA'r rD. SiAT dNY � �.. " 1rD20 MTiC4. YtC FA. �, Mox. ATf OF = 20 GAGE GALVANIZED STEEL STORM PANEL Na, 4 � 67 ,. ZO GAGE GALVANIZED STEEL STORM PANEL � l ' STATE {}F 2() GAGE GALVANIZED STEEL STORM PANEL ------� "s9p• � `' ,�- eT. - •* z --- DaAWtr ar. i� = 9'. z _ 2 ' DRAWd er. M GRID - � _. '„� /, * :, R=�" � •,,..,. DT/sdfsnn �'r ^=��'ax'°o;:...®�..t..»r uTf3alwsa �IL...i ___._' LD. L rat �..... F O'•. f , ate.` . Dr/3aJ3G� t` r � •--�. GLOBAL PROTECTION PRODUCTS, LLC. : •t:`- STAT CP : re � � -`> GLOBAL PROTECTION PRODUCTS LLCx ;�FF;- >1 ...... �A.` j GLOBAL PROTECTION PRODUCTS, LLC. AAre �7 3 as�'(td.�.�.tl.M,�A,('(GLE �a STOP BAR =''''.S NAL"' ,• Ii. E C O IMc ,„ _ sGb.E: i s• . T- �•� •, IL E C ID Ir�c Sj GTL ��Iw �+r �y TT' LONG {''r'l. tNN+NEM�'�'�•"�`' aAN1 sty. iY SlPEET "'- %�L•%` f£ )�±�•"�"iY7 flL iZ�ir s►V INS- IdGD s.W. nt sTPEZT d rM�a /. � X ••. •. s'Ly f � CAW su st sHTEEir I TILER RaTINP A: EMfifNF.ERiNe COMPANY INANE, R 333ta 2.a-? 7Fi '+, ef' �,. (j ,.•' \�'° 1aLUT EdTINa a ➢KOHL NL' COMPANY aEME.. n. 3J.'Ha � - t N5 Ra. .�-,.­ dMaae,. ttPANr #I :vE:' !T: )a31a «.R un. a, M.. xa PNOHG� (ad1)adm-7s+s, rAx tss47rA'u-e7RT +., �'' ty � ; � *x.nr. 4N, a. ma. FNOOr, n srxA PHanT:. tase)na9aneD, rnx: tus47°aae--srrT 24-476 a //' t f , tinitsTwo a'-R+u u,w Pwexa: Sas+7sR°_rs+A. TAIL': {!es4}ada.dr°x 20-176 Q B48S-TS Alum. ALkv LOY f +tee : txm mr .nto'. r.. , MON nl-tsar r a1' � �,__-_- Pam.. ,Hari .-I.,ean , mr : t�+i dn_tm, A.E. DNAttAtE iktTE A-aDDATt9 alaa.mN aa' -.1 nwwnaw, sae ORAMNO rr/A 51,,E "`""� cA-otwa2aa fii:.-aa➢a7]D ra, ,. .orr„a sa.r. .u,e'arr wa D!twND Ne, j YAAllrlf A a Ja:, P,1.. era txn a.swa. 4 - � INrNdt ai+ixi SEAy^SIONSYUPE/Pt2 wALiER Ak riLtU fie., P.E a+ a. may wa 1Y+AXirM Po, � P E. SEA! ja!eNAirP1EJDnr , rs ta.,.E _� - J DEN as S. i _ _ .FIRST 22 et 2a .-..,.----.-•,.,- _ Bat:. _ - ANELT xt DF 2@ WMTkA A. 1LLL1I Jr.. P.r. a SHEET N0. SH 1.2. 3j32` WIND NUT Q 12 ifs. I f4' YMOON ANCHO!TS 6 (STAOGERED Wr STDOj - .POURED C'GVaRETE DR CONORETE aLOP:K REQUIRED WALL IL#OUNTIN • INSTALIATI N SECTION REGULAR PANEL SCALE 3/8"=i" I C' 1' NUT WASHER Cf'd£FGt#0) yr+" TAPCpN ANaNaRS _. O 4 TJ2" O.0 (sraADERED w( SFtIiT} POURED DDNCTtkIE DR CONCRETE BLOCK REQUIRED 1 �+O�tN11dS ltISTA 'I dL;TlON SECT__1_Ol�i 3R 2_R(EE SAFETY PANEL SCALE S/9•=i- OR N%°llpE tYlE tµ1- SEE *PIPET to d 2D MR ANCrIORS TYPE & - TAPR9t .. $FAUNG MR !tE'fAMASiPK a1TO WOOD FRAME &ILDHG, tAb umtm aMC9tO {M.) ) uPAUUu nNVIOR vrcwcs AND 0xuM t+a7 �) EDGE 66TNiCE ARE RLD!GTE➢ ON nas Tusar� �_._ .. dilE➢tAF FOR E0, LESS TtWt IaD1GATED ON RaaAaai Ste,aale aP4 CwJ ) ..- sctanLxs sE➢ixe ANcrga sPAGINa BY MULAPLritM, SPACING 5>Wwll iRt SCHEDULE At7LN, �. (M D�!IX+) FACTION do THE FOLLOW" FACtORa. FOR THIS GPElUTtON TO BE POSSIBLE. iNOIK.E➢ _. __ TL?' ,..___ � --.-- SPACING O@FAM4D USING FACTOR SENL1 NOT 2 #lam ' &E LESS TMSN MRiAIUM 9T?ACRIG AaDK:ATED '__--- ..__.... FOR FMN ANCHOR TYPE O10 THE SCNEULA£ ,. .-- 3' m AD POURED �,CONT ". - ___,%C - 4- - 4 I CONCRETE, PWREYr CONCRETE I _4G�AG.HMREb�1'�+�.4��ENtiO�-[_ `2 f ija � j e f4. M?x,__I MmzLO!'�t�`castI,kI � I 11Mrs MPAW.TIaI R Y 1a. StBMARgx ! Y may. eLxsr '+,k agar 4 ( { i3 I � w TAASS' j. j ! I :.k Cs t�t�-.,A g E5 Ii 3s' c�5 p d d I I i ' { 1� I C S' y 1 � �., _ r e �S �,Jar ID.1 SS ' w i � 3/3z Wac Ealr • , � aITArAa - - i 1 { I ! "'"T d• E-0 iS Epa l I: I '. tj2 E �.' 4(a'r-2043/4$.S N;S., wf S {"f _ t(a•a-2Da3(a"S.s. M."a. w( } ' I 7/a`ax3j32` WLHG zhJT WASHER 1 "')' `�7f8'aw3132 MNNG au7 WASHER :' O T9 tf2" O.C, ',% (REYOEfO) I __ 1/a`TAPDC4iANONOt2S � � t0/4" TAPCON`a, a 1/2- DO,_-.a3tcHOAS a a 112' DIG : _.__POURED CONCRETE __,F'cnJRED CONCRETE OR LXriM.REtE 8L0aR OR CONCRETE BLOCK WALL MOUNTING INSTALLATION WALL iA i7fON WALL MOUNTING I57AL1ATlOFI SECTION '.}8 SECTION 48 R_..{#EQJ.AI,R PANEL 0 LIFE SAFETY PANEL SCALE 3/e'=1` SORE 3/8"=t" CODE INSTALLATION THREADED W�T; O T O FOR IF SAFETY STORM PA E SYSTEM INTO EXISJING WOOD STRUCTURES.. .I j a,. 1 - I 4 APLO 6•.O M O 4"Pt �I i APCON w 6" MD.. > 2 M7N TH D ,� / f ( :.."Y! 1 / T 2 MIN. j PEI NETRATION AT WOOD PENETRATION AT ,',I RE WOO €€ 4 HEADER FADE HEADER i' , 'i i' }} !{jf '.i t I f / t i I' / 1 MPI. WOOD HEADER w00a HEADER _i�1U_ fl�Mn ACQUIRED REQUIRED REa W W.. FhPrealil4i - � sLTKDLA.E �. E'_ S I & FxiSTk*K`i ON srtE,T ia) i '. --i I Mw AKn1 GiAS= t 5rP »N 'L" WsA. 1° Mw. T➢ wA45 3 PANEL LENGTH ":-. ';" PANEL LENGTH {K,g7 >�r�t x6 � (St NOTE I BELOW) iJA m 2WS" � ,-.;._ e' r (SEE NOTE t ae�.aW) GfAtt I 5.5 M.S. wP , { - .,. , _ ___ 7 8 m a / 32 3r y WettO NUT ' , c } i ' ' I Y { I I _ ' r. ' jf ,. ._.. PPP I I i�l t j�i i t,_ t . �) Ea L- E0. 2'0' wgaD PLATE � I '.,7/B'R a 3f32' WING NUT 2'x4` WDDD PUTS .1 i I �'7/8'a x 3/32' W!NC NUT REQUIRED ")` WASHER to 6 ,/a' D.C. ACQUIRED .`i '>' 1,.: WASHER 0(BEYOND) /14-I0 PANELMATE PLUS ..f Ifs-iP PANEUaATE PL1JSr '�� _ a 6 I/4' C.C. w/] r(e �, Is 6 I/r O.C. w 1: B n MIN. THREADED PENERU Qr! �;` P MIN. mRFAOEa E/NE1RAnav i TN 5 T M10W D PLATE AT A O UNI F PLATE .�' M{ ➢'tH O WALL FIOUNTINc INSTALLAjIDN wALI i _#.IOL!NT1N� _INSTALATtON AL7 I:l4Aitk!" BikW s4Uq)te1NEWEEr ALTERNATIVE 881V Q .REGULAR PANEL ;'��t� A. ttlt/�,r� 2 L3FE SAFETY PAN€L SCALE s!D'=1" ' Sr°".. �CENS .;� SCALE Sfs•=.," tisT'�' ti G` -� FLORIDA BUILDING CODE (High YetcQlty Hurraana Zone d4167 =. WsmD TLT€tA. INC, F.P. ' No _ ZO GAGE GALVANIZED STEEL STORY PANEL ]- lidarAl.LaTlONNS ARE ONLY V/UJ➢ FOR BUILDINGS Vlfi)L AS.D. DESIGN :.DADS •'k - / _..•�'K �` UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO B'-8" . � ;` E 4�"..- - � ��I f 01�� 2_ FOR NEW WOOD FRAME CDNSTRUCTfOk: WOOD MEMBERS TO HE SOUTHERN °i •6T, S A � y�� �F i�i r!► A GLOBAL PROTECT7ON PRODUCTS, LLC. t C`R�^/`2C� F t I der E L V i M C. .MOO 5.w. s] SflaEi PINE N0. 2, w/ 5PEUF6C OFSISRY OF D.55 DR EQUAL "%y�(7,{,'. DPYQ £ T� t L NFCRNO COMFY MY£. FL 333 4 %FSSI i �. 1p,.,,.�� �,m.mN. axtoa n ,a FilopE: (Psa)Imv-TSM, rAx: tesc)eas-d7s7 24-1 76 "/lrltl N A �.,­ CENT apt-,m, bLM'NO fb. NMH)1Nr Sr?.t/SIWNTURE(pATE w'+LTER ,t :IVJr t,y.. P,E. �� - - 44567 _ -91 _ wet 3H4T M M 2b POURED Qc*ETE DR CONCRETE %LICK REWIRED E.[ 0 . I D I S OR PT O LIEE SAFETY PANEL INTO EXISTING PQUREI) CONCRETE OR CONCRETE BLOCK STRUCTURES _ L.a' TAPCON ANCHORS.1fd' TAPCON ANCHORS 0 9' D.C. 4 ¢' O.C. I POURED COItLYtEETE . `. OR CONCRETE BLOCK �' _ i E.D REQUIRED r 1 i Y I I Cat] I ' - SD,AAiKav to 4 ­0 [� : �_ tj sled NT!s - _ 1 1 Ili I I __ _ f ) _ b Y-Yh - "ry I aJ T Cr i ;ralm lure - j -__ j +I E- r I• ...... P_ ....1 .. ,{i a-5D'r RA CUmTE PLUS W/ fa"r v 3J32' W84G NUT WASHER {8EY o) POURED CONCRETE OR CONCRETE BOCK REQUIRED MALL IJQi!( INS INSTALLATION SECTION 58 O UEE SAFM PANEL SCALE 3/8"-t" 19 I p14»tO'r PAWELMATE PLUS Wd '..... '9/8'a : b/32' WING aiUt' wh9r1ER O d 114" OC, paMaEQ CONCRETE OR CONCRETE BLOCK REQUIRED i+#_A13 MOUNTMNi #NS?"ALt jTiON $ECTiON 5A 9.RE.S.tlil.+R PANEL SCALE 3/8'=1" ,J4 s ifar SEE SHEEP T9 ! ED FOR l41CNDAS TYPE # AI✓GIOR TTIE lint,PIdB1Hi$ SPACING FOR i,ISrAIJ, 4AatS- INTO WOOD Ar Alttl MlNtatalM � o�) ) ) EDGE 0lSI'AICE A# MDR",ATEA Ert Tim nWaE mnmR LOmx1i On.) 3 3 SCHEDULE :rot E.O effi TwN Ai01GtTEU ON R.a. a! Ca:m4 Akax {h) ] 3 ?f= scHeaA.E REDUCE ANCHOR SPA; IN - MULTIPLYING sPACPTD sriDWN rn seHEDLA.E A'711k Fe dm¢ GMa�+E) FAA.101F BY THE FOLLOWING FAU'TGRS. FOR TImS 3s rrPERAtrorl 10 @€ RKST..1ai.€. A£DilCE➢ ,Ja' SP/&!RG 68TAlNEP LIS,iNi FA$TaR SeMll IiDT _. a yes' ., 9E ti$5 Trwt MINIMUM SFACriO :NikG'At6D t1xR F.],CEL AHT3aDR TYPE ON TWO SC+RDULE )' _. . /.^ PIE rC 1 (I i ) , 10 . L W 2) ," ,`'��~''y�GfNSF' No.44167 f!i S4N>f."AGHxIUREJOATE N � Vcv t'b O y •O � W C �� � C 7 y; e N .N N Q d f1 - O � 3 �3 ,a y a 7 C .11 rs°za ],L]Tsa INC 20 GAGE GALVANIZED STEEL STORM PANEL 'En, r"� � INC, '�1 GLOBAL PROTECTION PRODUCTS, LLC. °'fay° 4dea S,w. As STREET 6 ! ENetN EMNO COMPANY GUL, FL 33314 A. M. "I'm tssr€)d-rse,full tsszdMI.dr 20- t 78 I xrxi --w.-n)a G-Rwa71e m.. am�Pw. a+ �Ina DIMMING No; .TER A, TtltT a.a.. P.E. as .wez re � , atEDtT iA w � 4dr WILL IT 6 [�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi 1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE ACCO RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1 r DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE, FOR A WIND R R THE SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO ANY FI. i$ MATERW. SHALL BE PERMR7E0 PtTR A DfRE 1TY FA 7- CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D... j 4` m- 1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO ENGAGE S/A" ETTT . 0 ANCHORS, ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $ SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE M EM BY 0.6 IN k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA, TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27. IN ALLOWABLE STRESS FAR WORD LOADS WAS t USED IN THEIR ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN 4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S MANL)FAC'.YIRER. STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE VERIFIEDORDArECE WTTtt SECTION 1 626 OF THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK 2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS, II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH. PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13 STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY- DRAWRiC PLUS ABUILDING AND ZONING a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN N REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO {rTALLATION 5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO. 5. ALL ALUMINUM EXTRUSIONS TO BE 6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT" EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F. INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D. 6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF %. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A- OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY• B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS PRODUCT EVALUATION DOCUMENT WIL L of CONSIDERED INVALID IF M (TrOiTE7. SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4 m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH L 5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL 10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT (A) TO EXIrnN:i�lII4LD._:T�;.:ioETE: (a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC - 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED 1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�, ) - EL MANUFACTURER'S LABEL 5MF11 UFi - J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F . LOTION AT STORM PANEL IN ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE FEMALE YD & PANELMATE PLUS. A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D ANY FINISH MATERIAL ` SHALL BE PERM'TTFB. TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr INTO ANCHORS. �pN*H A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„ FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�% I BE AS EBrmr�rx IN Aij AND as A2}. ° ND,44167 (B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«, "_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna - 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = ) - 7Jd' P % 7f8` CALK -IN hri{;rtORS. AS MANUFACTURED BY DEWALT INC. (CmwiSOQ P,m.l.) ,�"+ f+ > A13OSn 1A1EM, eiC FP. - jt4_tD PANELMATE FEMALE IO AND vANELtMTE PLUS ANCHORS, AS MANUFACTURED BY £FCC CONSTRUCTION g ' ,.'.�+'. R 24 GAGE GALVANIZED STEEL STORM PANEL rYCMTt It, PRODUCTS (t'm=2071 P.x.i.) ---Y a%' �� 4 / . �'' ,"�" �. GLOBAL PROTECTION PRODUCTS, LLC. 07f'°�_ ° _ _ � � asd f' � c o FMz \ adm Sw �, - DA>< Fa it+E} x - , Trsmeo a AN96i6ERat0 COMPANY Dav{; FL :33,+ .. A4. +� r ](A m.nw twaoa ft U,M CNSrtls {9d4;�a-'/543, iN', (43a)e�-e'N7 20-17 ,a:, . T!PA.i xr,-,Fad rw . Pom m,-,ur Pf. Sf/1/90HAitAFJ6atE G-ODD67,9 Al a P''' -.1 roraniw .at ,nat„r wn wJiiER A TttJr h., A L a - - ROAM ®TA a--F N N U O O (1) 0_ L � O � C m -0 0- O O O L a) O � = CCOO l O L.L _ O � O W:9-- I L ) 7 i b R 1 . < ") / 3'J24 B {sTE rmlE a BEurrry q� po�,F�' a p.: ('�(�klj��} �syr J A. Wf OR WJo t 3' M°x, / � $ (RE Iq2 3 aELGTr d1� 7 I�TQ QUFL,�"`,� CONCRETE QR X"'k7�Et3.Fa.i E BLQ7tf� f 14aY' i.M.s. I' '�$ � 4' 24 �' L:l iSEE aV]L 2 ;3x.1E1]P7 2`/24 i" 24 4 $. AT 2 i FOR Ca KREtE eNGa1O$; SEE #{ P{RPANL1 .-.- _- 259,`-_._ ® �H 3• - SCHEDULE tKd '+EIFE'1 Z$ FG7 WORD SL'AEM. .-._, a.�3*... i' Mfa. f G4NCtifTE ANCNO% IT1r7 3' M4z. t' K. Mra SEE BECiX)NS Ott SHEET 2a *1"i ��i {SEE 'E ai Sttffi 75) ^] CL,a¢Rta ..... -_- _._-_. . -..-....18.198' (TOTAL tYiDTit).. __.. - -_ - _ -....- -- - 2.250" ._ -. ...-._-[.591:._-. f• ; r`�TPa(ynusamaac°-`°.CON�c,€OONp¢rtarc».�_______12.500`EFFECTNE w!mN__t____�__�dN3F3A°M)>Im (D - .. .➢ .Ssgs__1 �1's-aS..__..--_•-�-� `-¢,�.)r• S.MS�carc�Tc ama:as4tca:n.pa�-+.___-cifs-(-.R),'c�ii--2.250•I14J�i/P•:f'-..:fY.__7/r._.,._=ut•____�1_�A".'t�a.lm"xraaePcs,wa+EIs!m+rsrsa>_;T/m�.>Rc�� 1.354-----I.yO'^,-1.35Q`--.-,500r-i�_I-1IiiE_��^.1.--,•It�.I!r I11I1��,4.r s:�are(a+mn'�i'�!('i�'IiI I � , II' 7 t'- I I ; ! �` w � i , .. _\ •.-`.e_ Pwrso are,rnrr '� i �G Dm ar � W "a r E 1 i ,! I i � I •I i vaam '< 5 aaa.Eo 1 Or I it I i I I ! i I I ! I I I �! 1 � � i I i cDNanr :" ^' a7s• 1 I I - 075' ! I 'I' ! I i 1 I. i l I _i z� 2.5M• ' i I I r � li '+ i � i I. I -, ' i I I T 'T i I i I m• 1 I i Y ( I � I 1 I t 1 t I aE: vL r x iT 1 ! i < Y f s I 4b' � ,.1.. a_ ., _ 1 �-a-__..:a.�. 7.._i ,. t.-.. ,.�L.L_1.,,I1�I`i!I.'-,,L2z! ,; _' ,. I __ 3.. i i III I I Ts� e r // I `� }, r O.rx58 Met. Tti�K HEMMED _.• �- 3.5D0' + ( 2.590 - - �._. -. - .. �,��-� :...1_.!_�.1.�. L.i_L!_)__._ __�.-..�-,-._,.1 _�. t iRtr +T[LL+R ,J r � _ f ,-•.-�i.>a• zMaJ iss Dcrxr. , I 1 �Ar E.657 t' y' - _. I , __ ,_.�.. _,....., ,.. �.-.__-._._.-:- ._-..._ ..___..._.._.. .. .....-._. -. ., _ 9.L• 1 . ! - T t/•Y-e4tfn i Eros Ol � I_f�r r 1 a R,. GALVANIZED $Rii J' EDGE - , � � r'Y+ i _ _-_.._ - _... `� _ ti O .r I + r ,-,- - T-4 � ? , � , f bD X 'E T.- T "r ,r.r_ _ - yT _-r- 67 _ I - ,Wss Moo M.n t ,il i 1., • 2.➢DO 2 "i r TYP. °: "� ASTI, A_653 T- •� I R 12 � 2.24a 1 j {END PANt`L) [INT[Rst?R PNtFl7 i (RttER'+ai '+XII✓;), (RiTERKVE PANEL} 4 I (ENO PANEL) ) (EN➢ PANEL] (X7iQBOt1 1` j1NTERtaR PA€ffl(I fM0.ERfOR PM'El 1 PING PX1EL ";) . ., - f ,'.. c `..'. � (r/ eYiw aJi O } /y I } -i_-- �- NFlAtAEO 't SD T4If M 'fi DET - f :_'"• + - �SfE iA7Ti z J. a BFIbx' � r , 1 r r : 1 i ! ' �. I jl I ) }-' f _) ` I L (t r.« F .. maDE M u 1 A>t �. �.�__..� � : i s : , 1 I } E I I : :SEE Noe x, A , � 2, 3, a BELOW s� wpm 4 � I , .;.. ,r EDGE _ 4. I � �. ✓ _ 1 } ( �€ r�,E z. 4 �wW �euw�� 1 C //�� G-w GAiV. .��. ( - i I� l! 1 I+ 1. j; E# i i 1 �'! ! I+ i. i � I j 7 i, ! � I r t.. 5. e�"'tsJ r i oE,*� r x i I� v I �siTAIL A ae.a ' ",, ', i I i + ' � i i I t .1 i I :T ,i i � 1 .� i ! i ,) * ' .II ! r : Paarr 1 5 i i I # ) R -� i i i r' t �'.,,®.,.. \_�_ � z3 ?s 1 � 1 � t � ! � i 9� , } : � t I I�a � � I � j � ` f � ( i ,� E � � u,r«.+.,. wm I � t 7rtp �-•-t. gC".�; _ 1 .,_, � O" . i , 1 � -_ '�r • I ! I� '* I -- ' I It - I rom• mN I 1- - - ._..__... f � 3 ._.r.aisa e ..�J � , • :. I � : � !. , � I Y � I 'm Pn�s W I ' • .z , I 4 1 p{ >n n' i { � P� � i)i �» ( ,. r A t I I� � ! � � ! M �I' i I: / i mFemrr I aw -.i t t - - --. __._..___a.2sQ` - _ - _:-_.___ :isa" .'!� Fr-'--•--.2.47G"-•-� � I {{ , I , , ! +. ! ( j: ;.. , � , #:: Ba%:�a__._81 � I t r ! I I � ' , <r..M,s...wJ i i - i � � ]/ 2Ilw+• �' I � f .. I t � , , 1 '4,r_ I ! �', . I � I DSP) I us. Wf�T� i a 1 ! 4� A 4 ! + ) � � I I ° € wWc ,r as 1 STORM. P N a r I I� i I I, 1, I 11 I I l � �1 I �' � 1i s ....Qf 1 i 5 I I 1 �A.EL .,__ _ ,2. 7G _; I � L � I � i I � _« ' ; � IL .. 1 ,: is w_-1 ! _..; ' ._.> __' , _..... , : _ . _ �."...."t�..1 1 I _. d �.., P ! I + �. f k, .� .,) .r2^ Wmcra,Trs L � � --•- gg �B A7 P2 WiNGNYiB � ) FA_ .�.._ � � -.i _ _._��..__......, �.a. ...._.+a. ..i..-.�_L._. �_��..� 1 I_-:_., ._..,._�- . 1, �...f�_a97 . - -- _, • ' _._.,..'yF.... T._, a➢ x •L• ___`•_ ..r._....,.�a 'sfa_' 1 1 k � I 1 , ( T I 1 r 4D x .L' { � �- 11.. 1-'� ;- q � � ; � ; I'7 1 T'= ", T ; T _1­1. i ., l I >kW_.�.� I I- r � 1 _"..�` a . }... I ,,.. i , .�' € � f I , I � .f � �_; I -[; i ..-,„�. � ,:. I I � � ' i � ' i., 1. I � I i � I 1 I ! ; + 1 I ' I1'�iji[�,,iIt!y�.,3.�EDU7RACR#(���BtI,.'n.+��.-wJ,_.1.L.._.tt#,�s,�EI°�}�e;���i�!iIir:.11��-��-;�I'N4�1'iis ' ������.��.�.�.,�..zS+..L d..�_t-x.� _ 1 , SEE 5a+Lbuu S' f ] I sts W'rocwim�! d 1 /" L_ L-:-�-.1��.-... �:_'�.'._-,;.."' i ."` s _s T._._......_q ...._.: _..-...._ ,.�.._ ' �ON SNEEi in GN 3tiFT PS .Tj �. i u/xy_�td. lakrYra,. S ET1D 1.1P _ /`y .- "` > ' Ly,._, SEE NOTE a BFS.Dw_ -+ a.,,-,...._ 4-.m.. i 'sFF: NOTE a, r t.- "..__..._.-. rArEELMAn.. Cn,7 rroR EAP. - � 1 ay,: W. I L- rDR M:,. I � -""`IsatEnLe:E # � �,,:. w. - � ,a, scsrnA]!eN d{ � I sePAP�roR � 1 �'W w� SEE scaaD(nE f ; s zcat• �� �'roR`� TrD+;---ddl ! T/A'r~s✓./ _.__ tTNa DGIArtETE ANcl+orss: SEE aciva - r -! _�'�.,r..-,s_ >. _ `_.�1 I ra L(wts I ! j�R'•'" I ,o Gvss, r. _. - .'• ^, - .I50' .•- Max. I Mmx. iJAY BE LOCATE➢ (AYERNA7E La"ATXrN i T 8`r ;i)3 w +M.i1)7 L I �� N 9Y4Y a/ I O 4LiSS, i ayt s W/ HEMLiEO EDGE. -' .' - } _... P54• ,. � Gtt ytLiT 23; FUR WOOD SCAEYI: Kin At END DR 1 1/r i if2"- AT EHD PM+ELr,) I ( 1 k41G 1 , 7 fa'' ieR Yn �ARxTKN(- �, / EWih' GRALw � .. z � -"' _ -SEE sEDrmud ON SKEET 26 a' I rw? • � , I rD was. T ra3 )r l i ,,.•� r'9 __.R.aD)3• sue: , 2• - ! 'xitt 3 '.(y1oR(3 W/ DR Wj�.�7 INrtx1oR aAJrELS: -]s• _ I ! ! ifii'EkY onaw � ( I �rAY i w A ! y„r"' �t x , OPENING N_etAYS � tit6lNbEb Wj � ! Jy - -.-- _- I I � r pFENINb ALWAYS BE PIR7VroED qj ('L ! T ..^ _ i ! - g ./-:• � .� ._ Wx _- . 11 , � , L15T PANEL Cli Ta BE WSrAtiEp AT QHEACN SNN�' PANEL � I i f ' _#" i' % � G { f ' e13• I r SDI' CAST PM'F! 5 YO f� tNSTMFE➢ A, €KN � I c � it I ,� a tD.de // � _--_ I I REM t1Ar7TXE TO FACILITATE drST/i1AiWN t E I - p T--# - d/ '�, � -_ E �`` i� _ / I EAR HANDLE ro FACILITATE Rmu1An 1 IF Iw?EROEo To BE !NsrstJ,f➢ FROM ' a .. _ - Gj i .+ - --- -_-- i - �__' �a zz I ! _.. I f�./ �. � - f 2s' ' + L 25" _ Ir 11rFENDED rQ BE INSTALLED FROM I INSIDE OF STRUCTURE, S _ i i € �-! '.5 I 3 f ' HcuASt°ED � n � scut s/37' - r INSIDE OF sTRucruRE. I s>cuE sl32` - '. I ! r--- -i--..A - 8� �_ I ' I ei � � j i I ,✓ � - i ".�"- - � � }� �f.-'. I 1 too . r 1/+' Iw.. 2.P +fa' Emx. DIP I I ! i w(T , g I �} 1 3 $ I r '�... • , h e 113.75D f • �" � � n/ay style Ms � � 'a `r' ! I G' .� � V ( t ��� i � 'P t i � f '/4` Nn: eta !H• Xec GAP-1 `. I _�� I r' i & 1 � � I m " I"1 I im i g H �' 1 �%,-_. l i � �� � I t � k i,Nn a ,r 5 I _ e ! -) C 2.oao•j I 2.D6O'I - -__ -_ Q i 1 � 'r hr.3'Ma..) � [ r s j! a � - r. $ ISOMETRIC VIEW, QE1.NL ROUNDED CORNER w ENDS OF PANEL'S I "--5 � � l i T 2 OR �WJ � W/o �. � • i � p�{/,(c ratMtD i �' ; //4 ` R j I � �. i �' , , // ! � 1 END UP W/ HEMMED EDGE. .. , L i 125` 75D" i 1 i' Ttf 'µTErNATE uk`AnbN E'arpxTE zxT' ft � � oG"' I �- I ; �. �. _. I � � � � (N,T'.S) t -�� _ 4 L_4. f I-'---� '-_.�__ 125" xAen ,. I«' � m Y ,r 1 I 1 i i - � -i_ _. � � �- t___._ i SEC7fON A -A �ECTICN 8-8 AT END PANrs7 m,teDEn a , ;� ,n„ArA !} l i i.. _. - 250" --I LL L STALE 3f3Y .- T' ��5 : aw.E 3/32' - 1" aesrAtn.° � f. ! -a } � t � �t � _ (1) OEFIN DN OF ^+FFKF6 ,LIDO: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANES +� `.-'` CdGMiff' Pa L T - __- ._s" uar_ _: ti¢�5.® �• T �`.. i f t(.'t,-wW*' Ms. wE s,. �ni, TRACKS AT TOP & PANELMATE PLUS OR 15" LONG j .. 14-�gxP�'� j!p - ,: {I).. AEE7R!?1ON_.e2E..iER11�.2diQD':: E - Z 14xTrG STORM FANEI,. SYSTEM CONSISTING OF PANEL > AT BOTTOM Wj PANELMATES, r„``•'°A•'rm3/k` eta ,Si i rwPaD�( ... T. ,, v 11 Nft - "W1wUXx 6 .. .. -f >T -r' Min.-. as. w(r/ra3IJ3' a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„ "�• $ " a A _LI N »I i" (Z . Eno PANEL$ 5HAU. ALWAYS BE CONNECiEDTO E� NO SELL WALL BY MEANS OF '�.. s � 7,1A`. 'sAa mN T Jd) f, y � cTE ^--22a--w---a.)-- Hut r!••wam'3fo aEauwED fa x41fa' E+'i e4 I rj, RlwuffD ,y f 6w td>a :;.' �' �p�'s-mq J�' e Y� t,�^��•..t *� � _'S t#Z LUN,:nca INOaxs ,,( 1,rro-ma/e iN(rEnsaen Oda' �..16. � U "� !�"`-""��^' �-� A .� _ (2). D PANELS 61t0.LL ALWAYK 13E CONNECTED TU 80TTOM TRACK 01'HETtWkSE A STOP 6AR PANFIMATES OR: EF USED NTiY W/ 15" t.tlNG �1�)I TRACK AT @aTTaM, END PANELS Win. x �qm� t �S ,,` : I -.,. _. fe.tfar e,m• , �usm) 1 1JA wh E (BD SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �' 8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '� -^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i- � �AI,,,,L. AHiF DINS. oe m[Fr yy1 '-�`-�. W+ Merorm'ws . /A , Ij4"®-20x3/a" M.S. wr 7f8'Pa3r32 w9biG M,1T QR ]/a•h3Jd' Min. rHUMLRSCREW € WA I 6# NTINC #HST i N '#s VJ INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1 �i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J {BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y� j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■ { )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5 p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/. 1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw _��` �L/ �y n N T50" � �R55' (Typ.) A.".v, CEN•:✓��T5at1iH11Uftfrydr/NOTNEEDTO6ECONNECTEDTO2BYAA'YMEWST1tAACR�g2�)R.S�STx11EDI�x�y�{.�snvtoNsa£x33.'r'a`�.•••,..•..,'',T�'i'�I,j� II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4 I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ = 11 � = NO. 44167 •'• •...1-1- C EN �., ✓,�yr=,'=` � I E� r� hMM..�»s GP-�,.i,.,�. NO. 44167 I -� � '- . ' Tt : T � FLORIDA BUILDING CODE Hi h Velocity NUT ricane 2➢na ,� � FLORIDA BUILDING CODE HI N Vetooil HiJrrfcone Zone) (-,•-! FLDRIDA BUR.4THG COaE HI h NurNaane Zone) _- � � 9 ) a Y -- t URAMN 0 � � w E�urriaws cur BE Velocity Q : :,�_.__..75c1"_ ,._._ :-:�`- 9 •. = 43DM +alii0. INC r,p, � m7e10 TxTEW, atC F.P. d137M4ATi0N ANY wA'r rD. SiAT dNY � �.. " 1rD20 MTiC4. YtC FA. �, Mox. ATf OF = 20 GAGE GALVANIZED STEEL STORM PANEL Na, 4 � 67 ,. ZO GAGE GALVANIZED STEEL STORM PANEL � l ' STATE {}F 2() GAGE GALVANIZED STEEL STORM PANEL ------� "s9p• � `' ,�- eT. - •* z --- DaAWtr ar. i� = 9'. z _ 2 ' DRAWd er. M GRID - � _. '„� /, * :, R=�" � •,,..,. DT/sdfsnn �'r ^=��'ax'°o;:...®�..t..»r uTf3alwsa �IL...i ___._' LD. L rat �..... F O'•. f , ate.` . Dr/3aJ3G� t` r � •--�. GLOBAL PROTECTION PRODUCTS, LLC. : •t:`- STAT CP : re � � -`> GLOBAL PROTECTION PRODUCTS LLCx ;�FF;- >1 ...... �A.` j GLOBAL PROTECTION PRODUCTS, LLC. AAre �7 3 as�'(td.�.�.tl.M,�A,('(GLE �a STOP BAR =''''.S NAL"' ,• Ii. E C O IMc ,„ _ sGb.E: i s• . T- �•� •, IL E C ID Ir�c Sj GTL ��Iw �+r �y TT' LONG {''r'l. tNN+NEM�'�'�•"�`' aAN1 sty. iY SlPEET "'- %�L•%` f£ )�±�•"�"iY7 flL iZ�ir s►V INS- IdGD s.W. nt sTPEZT d rM�a /. � X ••. •. s'Ly f � CAW su st sHTEEir I TILER RaTINP A: EMfifNF.ERiNe COMPANY INANE, R 333ta 2.a-? 7Fi '+, ef' �,. (j ,.•' \�'° 1aLUT EdTINa a ➢KOHL NL' COMPANY aEME.. n. 3J.'Ha � - t N5 Ra. .�-,.­ dMaae,. ttPANr #I :vE:' !T: )a31a «.R un. a, M.. xa PNOHG� (ad1)adm-7s+s, rAx tss47rA'u-e7RT +., �'' ty � ; � *x.nr. 4N, a. ma. FNOOr, n srxA PHanT:. tase)na9aneD, rnx: tus47°aae--srrT 24-476 a //' t f , tinitsTwo a'-R+u u,w Pwexa: Sas+7sR°_rs+A. TAIL': {!es4}ada.dr°x 20-176 Q B48S-TS Alum. ALkv LOY f +tee : txm mr .nto'. r.. , MON nl-tsar r a1' � �,__-_- Pam.. ,Hari .-I.,ean , mr : t�+i dn_tm, A.E. DNAttAtE iktTE A-aDDATt9 alaa.mN aa' -.1 nwwnaw, sae ORAMNO rr/A 51,,E "`""� cA-otwa2aa fii:.-aa➢a7]D ra, ,. .orr„a sa.r. .u,e'arr wa D!twND Ne, j YAAllrlf A a Ja:, P,1.. era txn a.swa. 4 - � INrNdt ai+ixi SEAy^SIONSYUPE/Pt2 wALiER Ak riLtU fie., P.E a+ a. may wa 1Y+AXirM Po, � P E. SEA! ja!eNAirP1EJDnr , rs ta.,.E _� - J DEN as S. i _ _ .FIRST 22 et 2a .-..,.----.-•,.,- _ Bat:. _ - ANELT xt DF 2@ WMTkA A. 1LLL1I Jr.. P.r. a SHEET N0. SH 1.2. CONCRETE, PWREYr CONCRETE I _4G�AG.HMREb�1'�+�.4��ENtiO�-[_ `2 f ija � j e f4. M?x,__I MmzLO!'�t�`castI,kI � I 11Mrs MPAW.TIaI R Y 1a. StBMARgx ! Y may. eLxsr '+,k agar 4 ( { i3 I � w TAASS' j. j ! I :.k Cs t�t�-.,A g E5 Ii 3s' c�5 p d d I I i ' { 1� I C S' y 1 � �., _ r e �S �,Jar ID.1 SS ' w i � 3/3z Wac Ealr • , � aITArAa - - i 1 { I ! "'"T d• E-0 iS Epa l I: I '. tj2 E �.' 4(a'r-2043/4$.S N;S., wf S {"f _ t(a•a-2Da3(a"S.s. M."a. w( } ' I 7/a`ax3j32` WLHG zhJT WASHER 1 "')' `�7f8'aw3132 MNNG au7 WASHER :' O T9 tf2" O.C, ',% (REYOEfO) I __ 1/a`TAPDC4iANONOt2S � � t0/4" TAPCON`a, a 1/2- DO,_-.a3tcHOAS a a 112' DIG : _.__POURED CONCRETE __,F'cnJRED CONCRETE OR LXriM.REtE 8L0aR OR CONCRETE BLOCK WALL MOUNTING INSTALLATION WALL iA i7fON WALL MOUNTING I57AL1ATlOFI SECTION '.}8 SECTION 48 R_..{#EQJ.AI,R PANEL 0 LIFE SAFETY PANEL SCALE 3/e'=1` SORE 3/8"=t" CODE INSTALLATION THREADED W�T; O T O FOR IF SAFETY STORM PA E SYSTEM INTO EXISJING WOOD STRUCTURES.. .I j a,. 1 - I 4 APLO 6•.O M O 4"Pt �I i APCON w 6" MD.. > 2 M7N TH D ,� / f ( :.."Y! 1 / T 2 MIN. j PEI NETRATION AT WOOD PENETRATION AT ,',I RE WOO €€ 4 HEADER FADE HEADER i' , 'i i' }} !{jf '.i t I f / t i I' / 1 MPI. WOOD HEADER w00a HEADER _i�1U_ fl�Mn ACQUIRED REQUIRED REa W W.. FhPrealil4i - � sLTKDLA.E �. E'_ S I & FxiSTk*K`i ON srtE,T ia) i '. --i I Mw AKn1 GiAS= t 5rP »N 'L" WsA. 1° Mw. T➢ wA45 3 PANEL LENGTH ":-. ';" PANEL LENGTH {K,g7 >�r�t x6 � (St NOTE I BELOW) iJA m 2WS" � ,-.;._ e' r (SEE NOTE t ae�.aW) GfAtt I 5.5 M.S. wP , { - .,. , _ ___ 7 8 m a / 32 3r y WettO NUT ' , c } i ' ' I Y { I I _ ' r. ' jf ,. ._.. PPP I I i�l t j�i i t,_ t . �) Ea L- E0. 2'0' wgaD PLATE � I '.,7/B'R a 3f32' WING NUT 2'x4` WDDD PUTS .1 i I �'7/8'a x 3/32' W!NC NUT REQUIRED ")` WASHER to 6 ,/a' D.C. ACQUIRED .`i '>' 1,.: WASHER 0(BEYOND) /14-I0 PANELMATE PLUS ..f Ifs-iP PANEUaATE PL1JSr '�� _ a 6 I/4' C.C. w/] r(e �, Is 6 I/r O.C. w 1: B n MIN. THREADED PENERU Qr! �;` P MIN. mRFAOEa E/NE1RAnav i TN 5 T M10W D PLATE AT A O UNI F PLATE .�' M{ ➢'tH O WALL FIOUNTINc INSTALLAjIDN wALI i _#.IOL!NT1N� _INSTALATtON AL7 I:l4Aitk!" BikW s4Uq)te1NEWEEr ALTERNATIVE 881V Q .REGULAR PANEL ;'��t� A. ttlt/�,r� 2 L3FE SAFETY PAN€L SCALE s!D'=1" ' Sr°".. �CENS .;� SCALE Sfs•=.," tisT'�' ti G` -� FLORIDA BUILDING CODE (High YetcQlty Hurraana Zone d4167 =. WsmD TLT€tA. INC, F.P. ' No _ ZO GAGE GALVANIZED STEEL STORY PANEL ]- lidarAl.LaTlONNS ARE ONLY V/UJ➢ FOR BUILDINGS Vlfi)L AS.D. DESIGN :.DADS •'k - / _..•�'K �` UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO B'-8" . � ;` E 4�"..- - � ��I f 01�� 2_ FOR NEW WOOD FRAME CDNSTRUCTfOk: WOOD MEMBERS TO HE SOUTHERN °i •6T, S A � y�� �F i�i r!► A GLOBAL PROTECT7ON PRODUCTS, LLC. t C`R�^/`2C� F t I der E L V i M C. .MOO 5.w. s] SflaEi PINE N0. 2, w/ 5PEUF6C OFSISRY OF D.55 DR EQUAL "%y�(7,{,'. DPYQ £ T� t L NFCRNO COMFY MY£. FL 333 4 %FSSI i �. 1p,.,,.�� �,m.mN. axtoa n ,a FilopE: (Psa)Imv-TSM, rAx: tesc)eas-d7s7 24-1 76 "/lrltl N A �.,­ CENT apt-,m, bLM'NO fb. NMH)1Nr Sr?.t/SIWNTURE(pATE w'+LTER ,t :IVJr t,y.. P,E. �� - - 44567 _ -91 _ wet 3H4T M M 2b POURED Qc*ETE DR CONCRETE %LICK REWIRED E.[ 0 . I D I S OR PT O LIEE SAFETY PANEL INTO EXISTING PQUREI) CONCRETE OR CONCRETE BLOCK STRUCTURES _ L.a' TAPCON ANCHORS.1fd' TAPCON ANCHORS 0 9' D.C. 4 ¢' O.C. I POURED COItLYtEETE . `. OR CONCRETE BLOCK �' _ i E.D REQUIRED r 1 i Y I I Cat] I ' - SD,AAiKav to 4 ­0 [� : �_ tj sled NT!s - _ 1 1 Ili I I __ _ f ) _ b Y-Yh - "ry I aJ T Cr i ;ralm lure - j -__ j +I E- r I• ...... P_ ....1 .. ,{i a-5D'r RA CUmTE PLUS W/ fa"r v 3J32' W84G NUT WASHER {8EY o) POURED CONCRETE OR CONCRETE BOCK REQUIRED MALL IJQi!( INS INSTALLATION SECTION 58 O UEE SAFM PANEL SCALE 3/8"-t" 19 I p14»tO'r PAWELMATE PLUS Wd '..... '9/8'a : b/32' WING aiUt' wh9r1ER O d 114" OC, paMaEQ CONCRETE OR CONCRETE BLOCK REQUIRED i+#_A13 MOUNTMNi #NS?"ALt jTiON $ECTiON 5A 9.RE.S.tlil.+R PANEL SCALE 3/8'=1" ,J4 s ifar SEE SHEEP T9 ! ED FOR l41CNDAS TYPE # AI✓GIOR TTIE lint,PIdB1Hi$ SPACING FOR i,ISrAIJ, 4AatS- INTO WOOD Ar Alttl MlNtatalM � o�) ) ) EDGE 0lSI'AICE A# MDR",ATEA Ert Tim nWaE mnmR LOmx1i On.) 3 3 SCHEDULE :rot E.O effi TwN Ai01GtTEU ON R.a. a! Ca:m4 Akax {h) ] 3 ?f= scHeaA.E REDUCE ANCHOR SPA; IN - MULTIPLYING sPACPTD sriDWN rn seHEDLA.E A'711k Fe dm¢ GMa�+E) FAA.101F BY THE FOLLOWING FAU'TGRS. FOR TImS 3s rrPERAtrorl 10 @€ RKST..1ai.€. A£DilCE➢ ,Ja' SP/&!RG 68TAlNEP LIS,iNi FA$TaR SeMll IiDT _. a yes' ., 9E ti$5 Trwt MINIMUM SFACriO :NikG'At6D t1xR F.],CEL AHT3aDR TYPE ON TWO SC+RDULE )' _. . /.^ PIE rC 1 (I i ) , 10 . L W 2) ," ,`'��~''y�GfNSF' No.44167 f!i S4N>f."AGHxIUREJOATE N � Vcv t'b O y •O � W C �� � C 7 y; e N .N N Q d f1 - O � 3 �3 ,a y a 7 C .11 rs°za ],L]Tsa INC 20 GAGE GALVANIZED STEEL STORM PANEL 'En, r"� � INC, '�1 GLOBAL PROTECTION PRODUCTS, LLC. °'fay° 4dea S,w. As STREET 6 ! ENetN EMNO COMPANY GUL, FL 33314 A. M. "I'm tssr€)d-rse,full tsszdMI.dr 20- t 78 I xrxi --w.-n)a G-Rwa71e m.. am�Pw. a+ �Ina DIMMING No; .TER A, TtltT a.a.. P.E. as .wez re � , atEDtT iA w � 4dr WILL IT 6 [�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi 1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE ACCO RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1 r DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE, FOR A WIND R R THE SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO ANY FI. i$ MATERW. SHALL BE PERMR7E0 PtTR A DfRE 1TY FA 7- CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D... j 4` m- 1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO ENGAGE S/A" ETTT . 0 ANCHORS, ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $ SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE M EM BY 0.6 IN k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA, TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27. IN ALLOWABLE STRESS FAR WORD LOADS WAS t USED IN THEIR ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN 4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S MANL)FAC'.YIRER. STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE VERIFIEDORDArECE WTTtt SECTION 1 626 OF THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK 2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS, II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH. PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13 STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY- DRAWRiC PLUS ABUILDING AND ZONING a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN N REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO {rTALLATION 5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO. 5. ALL ALUMINUM EXTRUSIONS TO BE 6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT" EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F. INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D. 6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF %. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A- OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY• B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS PRODUCT EVALUATION DOCUMENT WIL L of CONSIDERED INVALID IF M (TrOiTE7. SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4 m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH L 5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL 10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT (A) TO EXIrnN:i�lII4LD._:T�;.:ioETE: (a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC - 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED 1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�, ) - EL MANUFACTURER'S LABEL 5MF11 UFi - J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F . LOTION AT STORM PANEL IN ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE FEMALE YD & PANELMATE PLUS. A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D ANY FINISH MATERIAL ` SHALL BE PERM'TTFB. TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr INTO ANCHORS. �pN*H A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„ FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�% I BE AS EBrmr�rx IN Aij AND as A2}. ° ND,44167 (B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«, "_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna - 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = ) - 7Jd' P % 7f8` CALK -IN hri{;rtORS. AS MANUFACTURED BY DEWALT INC. (CmwiSOQ P,m.l.) ,�"+ f+ > A13OSn 1A1EM, eiC FP. - jt4_tD PANELMATE FEMALE IO AND vANELtMTE PLUS ANCHORS, AS MANUFACTURED BY £FCC CONSTRUCTION g ' ,.'.�+'. R 24 GAGE GALVANIZED STEEL STORM PANEL rYCMTt It, PRODUCTS (t'm=2071 P.x.i.) ---Y a%' �� 4 / . �'' ,"�" �. GLOBAL PROTECTION PRODUCTS, LLC. 07f'°�_ ° _ _ � � asd f' � c o FMz \ adm Sw �, - DA>< Fa it+E} x - , Trsmeo a AN96i6ERat0 COMPANY Dav{; FL :33,+ .. A4. +� r ](A m.nw twaoa ft U,M CNSrtls {9d4;�a-'/543, iN', (43a)e�-e'N7 20-17 ,a:, . T!PA.i xr,-,Fad rw . Pom m,-,ur Pf. Sf/1/90HAitAFJ6atE G-ODD67,9 Al a P''' -.1 roraniw .at ,nat„r wn wJiiER A TttJr h., A L a - - ROAM ®TA a--F N N U O O (1) 0_ L � O � C m -0 0- O O O L a) O � = CCOO l O L.L _ O � O W:9-- I L ) 7 i b R 1 . < ") / 3'J24 B {sTE rmlE a BEurrry q� po�,F�' a p.: ('�(�klj��} �syr J A. Wf OR WJo t 3' M°x, / � $ (RE Iq2 3 aELGTr d1� 7 I�TQ QUFL,�"`,� CONCRETE QR X"'k7�Et3.Fa.i E BLQ7tf� f 14aY' i.M.s. I' '�$ � 4' 24 �' L:l iSEE aV]L 2 ;3x.1E1]P7 2`/24 i" 24 4 $. AT 2 i FOR Ca KREtE eNGa1O$; SEE #{ P{RPANL1 .-.- _- 259,`-_._ ® �H 3• - SCHEDULE tKd '+EIFE'1 Z$ FG7 WORD SL'AEM. .-._, a.�3*... i' Mfa. f G4NCtifTE ANCNO% IT1r7 3' M4z. t' K. Mra SEE BECiX)NS Ott SHEET 2a *1"i ��i {SEE 'E ai Sttffi 75) ^] CL,a¢Rta ..... -_- _._-_. . -..-....18.198' (TOTAL tYiDTit).. __.. - -_ - _ -....- -- - 2.250" ._ -. ...-._-[.591:._-. f• ; r`�TPa(ynusamaac°-`°.CON�c,€OONp¢rtarc».�_______12.500`EFFECTNE w!mN__t____�__�dN3F3A°M)>Im (D - .. .➢ .Ssgs__1 �1's-aS..__..--_•-�-� `-¢,�.)r• S.MS�carc�Tc ama:as4tca:n.pa�-+.___-cifs-(-.R),'c�ii--2.250•I14J�i/P•:f'-..:fY.__7/r._.,._=ut•____�1_�A".'t�a.lm"xraaePcs,wa+EIs!m+rsrsa>_;T/m�.>Rc�� 1.354-----I.yO'^,-1.35Q`--.-,500r-i�_I-1IiiE_��^.1.--,•It�.I!r I11I1��,4.r s:�are(a+mn'�i'�!('i�'IiI I � , II' 7 t'- I I ; ! �` w � i , .. _\ •.-`.e_ Pwrso are,rnrr '� i �G Dm ar � W "a r E 1 i ,! I i � I •I i vaam '< 5 aaa.Eo 1 Or I it I i I I ! i I I ! I I I �! 1 � � i I i cDNanr :" ^' a7s• 1 I I - 075' ! I 'I' ! I i 1 I. i l I _i z� 2.5M• ' i I I r � li '+ i � i I. I -, ' i I I T 'T i I i I m• 1 I i Y ( I � I 1 I t 1 t I aE: vL r x iT 1 ! i < Y f s I 4b' � ,.1.. a_ ., _ 1 �-a-__..:a.�. 7.._i ,. t.-.. ,.�L.L_1.,,I1�I`i!I.'-,,L2z! ,; _' ,. I __ 3.. i i III I I Ts� e r // I `� }, r O.rx58 Met. Tti�K HEMMED _.• �- 3.5D0' + ( 2.590 - - �._. -. - .. �,��-� :...1_.!_�.1.�. L.i_L!_)__._ __�.-..�-,-._,.1 _�. t iRtr +T[LL+R ,J r � _ f ,-•.-�i.>a• zMaJ iss Dcrxr. , I 1 �Ar E.657 t' y' - _. I , __ ,_.�.. _,....., ,.. �.-.__-._._.-:- ._-..._ ..___..._.._.. .. .....-._. -. ., _ 9.L• 1 . ! - T t/•Y-e4tfn i Eros Ol � I_f�r r 1 a R,. GALVANIZED $Rii J' EDGE - , � � r'Y+ i _ _-_.._ - _... `� _ ti O .r I + r ,-,- - T-4 � ? , � , f bD X 'E T.- T "r ,r.r_ _ - yT _-r- 67 _ I - ,Wss Moo M.n t ,il i 1., • 2.➢DO 2 "i r TYP. °: "� ASTI, A_653 T- •� I R 12 � 2.24a 1 j {END PANt`L) [INT[Rst?R PNtFl7 i (RttER'+ai '+XII✓;), (RiTERKVE PANEL} 4 I (ENO PANEL) ) (EN➢ PANEL] (X7iQBOt1 1` j1NTERtaR PA€ffl(I fM0.ERfOR PM'El 1 PING PX1EL ";) . ., - f ,'.. c `..'. � (r/ eYiw aJi O } /y I } -i_-- �- NFlAtAEO 't SD T4If M 'fi DET - f :_'"• + - �SfE iA7Ti z J. a BFIbx' � r , 1 r r : 1 i ! ' �. I jl I ) }-' f _) ` I L (t r.« F .. maDE M u 1 A>t �. �.�__..� � : i s : , 1 I } E I I : :SEE Noe x, A , � 2, 3, a BELOW s� wpm 4 � I , .;.. ,r EDGE _ 4. I � �. ✓ _ 1 } ( �€ r�,E z. 4 �wW �euw�� 1 C //�� G-w GAiV. .��. ( - i I� l! 1 I+ 1. j; E# i i 1 �'! ! I+ i. i � I j 7 i, ! � I r t.. 5. e�"'tsJ r i oE,*� r x i I� v I �siTAIL A ae.a ' ",, ', i I i + ' � i i I t .1 i I :T ,i i � 1 .� i ! i ,) * ' .II ! r : Paarr 1 5 i i I # ) R -� i i i r' t �'.,,®.,.. \_�_ � z3 ?s 1 � 1 � t � ! � i 9� , } : � t I I�a � � I � j � ` f � ( i ,� E � � u,r«.+.,. wm I � t 7rtp �-•-t. gC".�; _ 1 .,_, � O" . i , 1 � -_ '�r • I ! I� '* I -- ' I It - I rom• mN I 1- - - ._..__... f � 3 ._.r.aisa e ..�J � , • :. I � : � !. , � I Y � I 'm Pn�s W I ' • .z , I 4 1 p{ >n n' i { � P� � i)i �» ( ,. r A t I I� � ! � � ! M �I' i I: / i mFemrr I aw -.i t t - - --. __._..___a.2sQ` - _ - _:-_.___ :isa" .'!� Fr-'--•--.2.47G"-•-� � I {{ , I , , ! +. ! ( j: ;.. , � , #:: Ba%:�a__._81 � I t r ! I I � ' , <r..M,s...wJ i i - i � � ]/ 2Ilw+• �' I � f .. I t � , , 1 '4,r_ I ! �', . I � I DSP) I us. Wf�T� i a 1 ! 4� A 4 ! + ) � � I I ° € wWc ,r as 1 STORM. P N a r I I� i I I, 1, I 11 I I l � �1 I �' � 1i s ....Qf 1 i 5 I I 1 �A.EL .,__ _ ,2. 7G _; I � L � I � i I � _« ' ; � IL .. 1 ,: is w_-1 ! _..; ' ._.> __' , _..... , : _ . _ �."...."t�..1 1 I _. d �.., P ! I + �. f k, .� .,) .r2^ Wmcra,Trs L � � --•- gg �B A7 P2 WiNGNYiB � ) FA_ .�.._ � � -.i _ _._��..__......, �.a. ...._.+a. ..i..-.�_L._. �_��..� 1 I_-:_., ._..,._�- . 1, �...f�_a97 . - -- _, • ' _._.,..'yF.... T._, a➢ x •L• ___`•_ ..r._....,.�a 'sfa_' 1 1 k � I 1 , ( T I 1 r 4D x .L' { � �- 11.. 1-'� ;- q � � ; � ; I'7 1 T'= ", T ; T _1­1. i ., l I >kW_.�.� I I- r � 1 _"..�` a . }... I ,,.. i , .�' € � f I , I � .f � �_; I -[; i ..-,„�. � ,:. I I � � ' i � ' i., 1. I � I i � I 1 I ! ; + 1 I ' I1'�iji[�,,iIt!y�.,3.�EDU7RACR#(���BtI,.'n.+��.-wJ,_.1.L.._.tt#,�s,�EI°�}�e;���i�!iIir:.11��-��-;�I'N4�1'iis ' ������.��.�.�.,�..zS+..L d..�_t-x.� _ 1 , SEE 5a+Lbuu S' f ] I sts W'rocwim�! d 1 /" L_ L-:-�-.1��.-... �:_'�.'._-,;.."' i ."` s _s T._._......_q ...._.: _..-...._ ,.�.._ ' �ON SNEEi in GN 3tiFT PS .Tj �. i u/xy_�td. lakrYra,. S ET1D 1.1P _ /`y .- "` > ' Ly,._, SEE NOTE a BFS.Dw_ -+ a.,,-,...._ 4-.m.. i 'sFF: NOTE a, r t.- "..__..._.-. rArEELMAn.. Cn,7 rroR EAP. - � 1 ay,: W. I L- rDR M:,. I � -""`IsatEnLe:E # � �,,:. w. - � ,a, scsrnA]!eN d{ � I sePAP�roR � 1 �'W w� SEE scaaD(nE f ; s zcat• �� �'roR`� TrD+;---ddl ! T/A'r~s✓./ _.__ tTNa DGIArtETE ANcl+orss: SEE aciva - r -! _�'�.,r..-,s_ >. _ `_.�1 I ra L(wts I ! j�R'•'" I ,o Gvss, r. _. - .'• ^, - .I50' .•- Max. I Mmx. iJAY BE LOCATE➢ (AYERNA7E La"ATXrN i T 8`r ;i)3 w +M.i1)7 L I �� N 9Y4Y a/ I O 4LiSS, i ayt s W/ HEMLiEO EDGE. -' .' - } _... P54• ,. � Gtt ytLiT 23; FUR WOOD SCAEYI: Kin At END DR 1 1/r i if2"- AT EHD PM+ELr,) I ( 1 k41G 1 , 7 fa'' ieR Yn �ARxTKN(- �, / EWih' GRALw � .. z � -"' _ -SEE sEDrmud ON SKEET 26 a' I rw? • � , I rD was. T ra3 )r l i ,,.•� r'9 __.R.aD)3• sue: , 2• - ! 'xitt 3 '.(y1oR(3 W/ DR Wj�.�7 INrtx1oR aAJrELS: -]s• _ I ! ! ifii'EkY onaw � ( I �rAY i w A ! y„r"' �t x , OPENING N_etAYS � tit6lNbEb Wj � ! Jy - -.-- _- I I � r pFENINb ALWAYS BE PIR7VroED qj ('L ! T ..^ _ i ! - g ./-:• � .� ._ Wx _- . 11 , � , L15T PANEL Cli Ta BE WSrAtiEp AT QHEACN SNN�' PANEL � I i f ' _#" i' % � G { f ' e13• I r SDI' CAST PM'F! 5 YO f� tNSTMFE➢ A, €KN � I c � it I ,� a tD.de // � _--_ I I REM t1Ar7TXE TO FACILITATE drST/i1AiWN t E I - p T--# - d/ '�, � -_ E �`` i� _ / I EAR HANDLE ro FACILITATE Rmu1An 1 IF Iw?EROEo To BE !NsrstJ,f➢ FROM ' a .. _ - Gj i .+ - --- -_-- i - �__' �a zz I ! _.. I f�./ �. � - f 2s' ' + L 25" _ Ir 11rFENDED rQ BE INSTALLED FROM I INSIDE OF STRUCTURE, S _ i i € �-! '.5 I 3 f ' HcuASt°ED � n � scut s/37' - r INSIDE OF sTRucruRE. I s>cuE sl32` - '. I ! r--- -i--..A - 8� �_ I ' I ei � � j i I ,✓ � - i ".�"- - � � }� �f.-'. I 1 too . r 1/+' Iw.. 2.P +fa' Emx. DIP I I ! i w(T , g I �} 1 3 $ I r '�... • , h e 113.75D f • �" � � n/ay style Ms � � 'a `r' ! I G' .� � V ( t ��� i � 'P t i � f '/4` Nn: eta !H• Xec GAP-1 `. I _�� I r' i & 1 � � I m " I"1 I im i g H �' 1 �%,-_. l i � �� � I t � k i,Nn a ,r 5 I _ e ! -) C 2.oao•j I 2.D6O'I - -__ -_ Q i 1 � 'r hr.3'Ma..) � [ r s j! a � - r. $ ISOMETRIC VIEW, QE1.NL ROUNDED CORNER w ENDS OF PANEL'S I "--5 � � l i T 2 OR �WJ � W/o �. � • i � p�{/,(c ratMtD i �' ; //4 ` R j I � �. i �' , , // ! � 1 END UP W/ HEMMED EDGE. .. , L i 125` 75D" i 1 i' Ttf 'µTErNATE uk`AnbN E'arpxTE zxT' ft � � oG"' I �- I ; �. �. _. I � � � � (N,T'.S) t -�� _ 4 L_4. f I-'---� '-_.�__ 125" xAen ,. I«' � m Y ,r 1 I 1 i i - � -i_ _. � � �- t___._ i SEC7fON A -A �ECTICN 8-8 AT END PANrs7 m,teDEn a , ;� ,n„ArA !} l i i.. _. - 250" --I LL L STALE 3f3Y .- T' ��5 : aw.E 3/32' - 1" aesrAtn.° � f. ! -a } � t � �t � _ (1) OEFIN DN OF ^+FFKF6 ,LIDO: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANES +� `.-'` CdGMiff' Pa L T - __- ._s" uar_ _: ti¢�5.® �• T �`.. i f t(.'t,-wW*' Ms. wE s,. �ni, TRACKS AT TOP & PANELMATE PLUS OR 15" LONG j .. 14-�gxP�'� j!p - ,: {I).. AEE7R!?1ON_.e2E..iER11�.2diQD':: E - Z 14xTrG STORM FANEI,. SYSTEM CONSISTING OF PANEL > AT BOTTOM Wj PANELMATES, r„``•'°A•'rm3/k` eta ,Si i rwPaD�( ... T. ,, v 11 Nft - "W1wUXx 6 .. .. -f >T -r' Min.-. as. w(r/ra3IJ3' a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„ "�• $ " a A _LI N »I i" (Z . Eno PANEL$ 5HAU. ALWAYS BE CONNECiEDTO E� NO SELL WALL BY MEANS OF '�.. s � 7,1A`. 'sAa mN T Jd) f, y � cTE ^--22a--w---a.)-- Hut r!••wam'3fo aEauwED fa x41fa' E+'i e4 I rj, RlwuffD ,y f 6w td>a :;.' �' �p�'s-mq J�' e Y� t,�^��•..t *� � _'S t#Z LUN,:nca INOaxs ,,( 1,rro-ma/e iN(rEnsaen Oda' �..16. � U "� !�"`-""��^' �-� A .� _ (2). D PANELS 61t0.LL ALWAYK 13E CONNECTED TU 80TTOM TRACK 01'HETtWkSE A STOP 6AR PANFIMATES OR: EF USED NTiY W/ 15" t.tlNG �1�)I TRACK AT @aTTaM, END PANELS Win. x �qm� t �S ,,` : I -.,. _. fe.tfar e,m• , �usm) 1 1JA wh E (BD SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �' 8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '� -^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i- � �AI,,,,L. AHiF DINS. oe m[Fr yy1 '-�`-�. W+ Merorm'ws . /A , Ij4"®-20x3/a" M.S. wr 7f8'Pa3r32 w9biG M,1T QR ]/a•h3Jd' Min. rHUMLRSCREW € WA I 6# NTINC #HST i N '#s VJ INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1 �i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J {BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y� j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■ { )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5 p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/. 1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw _��` �L/ �y n N T50" � �R55' (Typ.) A.".v, CEN•:✓��T5at1iH11Uftfrydr/NOTNEEDTO6ECONNECTEDTO2BYAA'YMEWST1tAACR�g2�)R.S�STx11EDI�x�y�{.�snvtoNsa£x33.'r'a`�.•••,..•..,'',T�'i'�I,j� II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4 I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ = 11 � = NO. 44167 •'• •...1-1- C EN �., ✓,�yr=,'=` � I E� r� hMM..�»s GP-�,.i,.,�. NO. 44167 I -� � '- . ' Tt : T � FLORIDA BUILDING CODE Hi h Velocity NUT ricane 2➢na ,� � FLORIDA BUILDING CODE HI N Vetooil HiJrrfcone Zone) (-,•-! FLDRIDA BUR.4THG COaE HI h NurNaane Zone) _- � � 9 ) a Y -- t URAMN 0 � � w E�urriaws cur BE Velocity Q : :,�_.__..75c1"_ ,._._ :-:�`- 9 •. = 43DM +alii0. INC r,p, � m7e10 TxTEW, atC F.P. d137M4ATi0N ANY wA'r rD. SiAT dNY � �.. " 1rD20 MTiC4. YtC FA. �, Mox. ATf OF = 20 GAGE GALVANIZED STEEL STORM PANEL Na, 4 � 67 ,. ZO GAGE GALVANIZED STEEL STORM PANEL � l ' STATE {}F 2() GAGE GALVANIZED STEEL STORM PANEL ------� "s9p• � `' ,�- eT. - •* z --- DaAWtr ar. i� = 9'. z _ 2 ' DRAWd er. M GRID - � _. '„� /, * :, R=�" � •,,..,. DT/sdfsnn �'r ^=��'ax'°o;:...®�..t..»r uTf3alwsa �IL...i ___._' LD. L rat �..... F O'•. f , ate.` . Dr/3aJ3G� t` r � •--�. GLOBAL PROTECTION PRODUCTS, LLC. : •t:`- STAT CP : re � � -`> GLOBAL PROTECTION PRODUCTS LLCx ;�FF;- >1 ...... �A.` j GLOBAL PROTECTION PRODUCTS, LLC. AAre �7 3 as�'(td.�.�.tl.M,�A,('(GLE �a STOP BAR =''''.S NAL"' ,• Ii. E C O IMc ,„ _ sGb.E: i s• . T- �•� •, IL E C ID Ir�c Sj GTL ��Iw �+r �y TT' LONG {''r'l. tNN+NEM�'�'�•"�`' aAN1 sty. iY SlPEET "'- %�L•%` f£ )�±�•"�"iY7 flL iZ�ir s►V INS- IdGD s.W. nt sTPEZT d rM�a /. � X ••. •. s'Ly f � CAW su st sHTEEir I TILER RaTINP A: EMfifNF.ERiNe COMPANY INANE, R 333ta 2.a-? 7Fi '+, ef' �,. (j ,.•' \�'° 1aLUT EdTINa a ➢KOHL NL' COMPANY aEME.. n. 3J.'Ha � - t N5 Ra. .�-,.­ dMaae,. ttPANr #I :vE:' !T: )a31a «.R un. a, M.. xa PNOHG� (ad1)adm-7s+s, rAx tss47rA'u-e7RT +., �'' ty � ; � *x.nr. 4N, a. ma. FNOOr, n srxA PHanT:. tase)na9aneD, rnx: tus47°aae--srrT 24-476 a //' t f , tinitsTwo a'-R+u u,w Pwexa: Sas+7sR°_rs+A. TAIL': {!es4}ada.dr°x 20-176 Q B48S-TS Alum. ALkv LOY f +tee : txm mr .nto'. r.. , MON nl-tsar r a1' � �,__-_- Pam.. ,Hari .-I.,ean , mr : t�+i dn_tm, A.E. DNAttAtE iktTE A-aDDATt9 alaa.mN aa' -.1 nwwnaw, sae ORAMNO rr/A 51,,E "`""� cA-otwa2aa fii:.-aa➢a7]D ra, ,. .orr„a sa.r. .u,e'arr wa D!twND Ne, j YAAllrlf A a Ja:, P,1.. era txn a.swa. 4 - � INrNdt ai+ixi SEAy^SIONSYUPE/Pt2 wALiER Ak riLtU fie., P.E a+ a. may wa 1Y+AXirM Po, � P E. SEA! ja!eNAirP1EJDnr , rs ta.,.E _� - J DEN as S. i _ _ .FIRST 22 et 2a .-..,.----.-•,.,- _ Bat:. _ - ANELT xt DF 2@ WMTkA A. 1LLL1I Jr.. P.r. a SHEET N0. SH 1.2. INSTALLATION THREADED W�T; O T O FOR IF SAFETY STORM PA E SYSTEM INTO EXISJING WOOD STRUCTURES.. .I j a,. 1 - I 4 APLO 6•.O M O 4"Pt �I i APCON w 6" MD.. > 2 M7N TH D ,� / f ( :.."Y! 1 / T 2 MIN. j PEI NETRATION AT WOOD PENETRATION AT ,',I RE WOO €€ 4 HEADER FADE HEADER i' , 'i i' }} !{jf '.i t I f / t i I' / 1 MPI. WOOD HEADER w00a HEADER _i�1U_ fl�Mn ACQUIRED REQUIRED REa W W.. FhPrealil4i - � sLTKDLA.E �. E'_ S I & FxiSTk*K`i ON srtE,T ia) i '. --i I Mw AKn1 GiAS= t 5rP »N 'L" WsA. 1° Mw. T➢ wA45 3 PANEL LENGTH ":-. ';" PANEL LENGTH {K,g7 >�r�t x6 � (St NOTE I BELOW) iJA m 2WS" � ,-.;._ e' r (SEE NOTE t ae�.aW) GfAtt I 5.5 M.S. wP , { - .,. , _ ___ 7 8 m a / 32 3r y WettO NUT ' , c } i ' ' I Y { I I _ ' r. ' jf ,. ._.. PPP I I i�l t j�i i t,_ t . �) Ea L- E0. 2'0' wgaD PLATE � I '.,7/B'R a 3f32' WING NUT 2'x4` WDDD PUTS .1 i I �'7/8'a x 3/32' W!NC NUT REQUIRED ")` WASHER to 6 ,/a' D.C. ACQUIRED .`i '>' 1,.: WASHER 0(BEYOND) /14-I0 PANELMATE PLUS ..f Ifs-iP PANEUaATE PL1JSr '�� _ a 6 I/4' C.C. w/] r(e �, Is 6 I/r O.C. w 1: B n MIN. THREADED PENERU Qr! �;` P MIN. mRFAOEa E/NE1RAnav i TN 5 T M10W D PLATE AT A O UNI F PLATE .�' M{ ➢'tH O WALL FIOUNTINc INSTALLAjIDN wALI i _#.IOL!NT1N� _INSTALATtON AL7 I:l4Aitk!" BikW s4Uq)te1NEWEEr ALTERNATIVE 881V Q .REGULAR PANEL ;'��t� A. ttlt/�,r� 2 L3FE SAFETY PAN€L SCALE s!D'=1" ' Sr°".. �CENS .;� SCALE Sfs•=.," tisT'�' ti G` -� FLORIDA BUILDING CODE (High YetcQlty Hurraana Zone d4167 =. WsmD TLT€tA. INC, F.P. ' No _ ZO GAGE GALVANIZED STEEL STORY PANEL ]- lidarAl.LaTlONNS ARE ONLY V/UJ➢ FOR BUILDINGS Vlfi)L AS.D. DESIGN :.DADS •'k - / _..•�'K �` UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO B'-8" . � ;` E 4�"..- - � ��I f 01�� 2_ FOR NEW WOOD FRAME CDNSTRUCTfOk: WOOD MEMBERS TO HE SOUTHERN °i •6T, S A � y�� �F i�i r!► A GLOBAL PROTECT7ON PRODUCTS, LLC. t C`R�^/`2C� F t I der E L V i M C. .MOO 5.w. s] SflaEi PINE N0. 2, w/ 5PEUF6C OFSISRY OF D.55 DR EQUAL "%y�(7,{,'. DPYQ £ T� t L NFCRNO COMFY MY£. FL 333 4 %FSSI i �. 1p,.,,.�� �,m.mN. axtoa n ,a FilopE: (Psa)Imv-TSM, rAx: tesc)eas-d7s7 24-1 76 "/lrltl N A �.,­ CENT apt-,m, bLM'NO fb. NMH)1Nr Sr?.t/SIWNTURE(pATE w'+LTER ,t :IVJr t,y.. P,E. �� - - 44567 _ -91 _ wet 3H4T M M 2b POURED Qc*ETE DR CONCRETE %LICK REWIRED E.[ 0 . I D I S OR PT O LIEE SAFETY PANEL INTO EXISTING PQUREI) CONCRETE OR CONCRETE BLOCK STRUCTURES _ L.a' TAPCON ANCHORS.1fd' TAPCON ANCHORS 0 9' D.C. 4 ¢' O.C. I POURED COItLYtEETE . `. OR CONCRETE BLOCK �' _ i E.D REQUIRED r 1 i Y I I Cat] I ' - SD,AAiKav to 4 ­0 [� : �_ tj sled NT!s - _ 1 1 Ili I I __ _ f ) _ b Y-Yh - "ry I aJ T Cr i ;ralm lure - j -__ j +I E- r I• ...... P_ ....1 .. ,{i a-5D'r RA CUmTE PLUS W/ fa"r v 3J32' W84G NUT WASHER {8EY o) POURED CONCRETE OR CONCRETE BOCK REQUIRED MALL IJQi!( INS INSTALLATION SECTION 58 O UEE SAFM PANEL SCALE 3/8"-t" 19 I p14»tO'r PAWELMATE PLUS Wd '..... '9/8'a : b/32' WING aiUt' wh9r1ER O d 114" OC, paMaEQ CONCRETE OR CONCRETE BLOCK REQUIRED i+#_A13 MOUNTMNi #NS?"ALt jTiON $ECTiON 5A 9.RE.S.tlil.+R PANEL SCALE 3/8'=1" ,J4 s ifar SEE SHEEP T9 ! ED FOR l41CNDAS TYPE # AI✓GIOR TTIE lint,PIdB1Hi$ SPACING FOR i,ISrAIJ, 4AatS- INTO WOOD Ar Alttl MlNtatalM � o�) ) ) EDGE 0lSI'AICE A# MDR",ATEA Ert Tim nWaE mnmR LOmx1i On.) 3 3 SCHEDULE :rot E.O effi TwN Ai01GtTEU ON R.a. a! Ca:m4 Akax {h) ] 3 ?f= scHeaA.E REDUCE ANCHOR SPA; IN - MULTIPLYING sPACPTD sriDWN rn seHEDLA.E A'711k Fe dm¢ GMa�+E) FAA.101F BY THE FOLLOWING FAU'TGRS. FOR TImS 3s rrPERAtrorl 10 @€ RKST..1ai.€. A£DilCE➢ ,Ja' SP/&!RG 68TAlNEP LIS,iNi FA$TaR SeMll IiDT _. a yes' ., 9E ti$5 Trwt MINIMUM SFACriO :NikG'At6D t1xR F.],CEL AHT3aDR TYPE ON TWO SC+RDULE )' _. . /.^ PIE rC 1 (I i ) , 10 . L W 2) ," ,`'��~''y�GfNSF' No.44167 f!i S4N>f."AGHxIUREJOATE N � Vcv t'b O y •O � W C �� � C 7 y; e N .N N Q d f1 - O � 3 �3 ,a y a 7 C .11 rs°za ],L]Tsa INC 20 GAGE GALVANIZED STEEL STORM PANEL 'En, r"� � INC, '�1 GLOBAL PROTECTION PRODUCTS, LLC. °'fay° 4dea S,w. As STREET 6 ! ENetN EMNO COMPANY GUL, FL 33314 A. M. "I'm tssr€)d-rse,full tsszdMI.dr 20- t 78 I xrxi --w.-n)a G-Rwa71e m.. am�Pw. a+ �Ina DIMMING No; .TER A, TtltT a.a.. P.E. as .wez re � , atEDtT iA w � 4dr WILL IT 6 [�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi 1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE ACCO RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1 r DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE, FOR A WIND R R THE SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO ANY FI. i$ MATERW. SHALL BE PERMR7E0 PtTR A DfRE 1TY FA 7- CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D... j 4` m- 1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO ENGAGE S/A" ETTT . 0 ANCHORS, ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $ SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE M EM BY 0.6 IN k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA, TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27. IN ALLOWABLE STRESS FAR WORD LOADS WAS t USED IN THEIR ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN 4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S MANL)FAC'.YIRER. STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE VERIFIEDORDArECE WTTtt SECTION 1 626 OF THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK 2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS, II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH. PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13 STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY- DRAWRiC PLUS ABUILDING AND ZONING a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN N REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO {rTALLATION 5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO. 5. ALL ALUMINUM EXTRUSIONS TO BE 6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT" EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F. INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D. 6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF %. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A- OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY• B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS PRODUCT EVALUATION DOCUMENT WIL L of CONSIDERED INVALID IF M (TrOiTE7. SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4 m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH L 5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL 10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT (A) TO EXIrnN:i�lII4LD._:T�;.:ioETE: (a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC - 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED 1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�, ) - EL MANUFACTURER'S LABEL 5MF11 UFi - J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F . LOTION AT STORM PANEL IN ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE FEMALE YD & PANELMATE PLUS. A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D ANY FINISH MATERIAL ` SHALL BE PERM'TTFB. TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr INTO ANCHORS. �pN*H A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„ FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�% I BE AS EBrmr�rx IN Aij AND as A2}. ° ND,44167 (B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«, "_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna - 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = ) - 7Jd' P % 7f8` CALK -IN hri{;rtORS. AS MANUFACTURED BY DEWALT INC. (CmwiSOQ P,m.l.) ,�"+ f+ > A13OSn 1A1EM, eiC FP. - jt4_tD PANELMATE FEMALE IO AND vANELtMTE PLUS ANCHORS, AS MANUFACTURED BY £FCC CONSTRUCTION g ' ,.'.�+'. R 24 GAGE GALVANIZED STEEL STORM PANEL rYCMTt It, PRODUCTS (t'm=2071 P.x.i.) ---Y a%' �� 4 / . �'' ,"�" �. GLOBAL PROTECTION PRODUCTS, LLC. 07f'°�_ ° _ _ � � asd f' � c o FMz \ adm Sw �, - DA>< Fa it+E} x - , Trsmeo a AN96i6ERat0 COMPANY Dav{; FL :33,+ .. A4. +� r ](A m.nw twaoa ft U,M CNSrtls {9d4;�a-'/543, iN', (43a)e�-e'N7 20-17 ,a:, . T!PA.i xr,-,Fad rw . Pom m,-,ur Pf. Sf/1/90HAitAFJ6atE G-ODD67,9 Al a P''' -.1 roraniw .at ,nat„r wn wJiiER A TttJr h., A L a - - ROAM ®TA a--F N N U O O (1) 0_ L � O � C m -0 0- O O O L a) O � = CCOO l O L.L _ O � O W:9-- I L ) 7 i b R 1 . < ") / 3'J24 B {sTE rmlE a BEurrry q� po�,F�' a p.: ('�(�klj��} �syr J A. Wf OR WJo t 3' M°x, / � $ (RE Iq2 3 aELGTr d1� 7 I�TQ QUFL,�"`,� CONCRETE QR X"'k7�Et3.Fa.i E BLQ7tf� f 14aY' i.M.s. I' '�$ � 4' 24 �' L:l iSEE aV]L 2 ;3x.1E1]P7 2`/24 i" 24 4 $. AT 2 i FOR Ca KREtE eNGa1O$; SEE #{ P{RPANL1 .-.- _- 259,`-_._ ® �H 3• - SCHEDULE tKd '+EIFE'1 Z$ FG7 WORD SL'AEM. .-._, a.�3*... i' Mfa. f G4NCtifTE ANCNO% IT1r7 3' M4z. t' K. Mra SEE BECiX)NS Ott SHEET 2a *1"i ��i {SEE 'E ai Sttffi 75) ^] CL,a¢Rta ..... -_- _._-_. . -..-....18.198' (TOTAL tYiDTit).. __.. - -_ - _ -....- -- - 2.250" ._ -. ...-._-[.591:._-. f• ; r`�TPa(ynusamaac°-`°.CON�c,€OONp¢rtarc».�_______12.500`EFFECTNE w!mN__t____�__�dN3F3A°M)>Im (D - .. .➢ .Ssgs__1 �1's-aS..__..--_•-�-� `-¢,�.)r• S.MS�carc�Tc ama:as4tca:n.pa�-+.___-cifs-(-.R),'c�ii--2.250•I14J�i/P•:f'-..:fY.__7/r._.,._=ut•____�1_�A".'t�a.lm"xraaePcs,wa+EIs!m+rsrsa>_;T/m�.>Rc�� 1.354-----I.yO'^,-1.35Q`--.-,500r-i�_I-1IiiE_��^.1.--,•It�.I!r I11I1��,4.r s:�are(a+mn'�i'�!('i�'IiI I � , II' 7 t'- I I ; ! �` w � i , .. _\ •.-`.e_ Pwrso are,rnrr '� i �G Dm ar � W "a r E 1 i ,! I i � I •I i vaam '< 5 aaa.Eo 1 Or I it I i I I ! i I I ! I I I �! 1 � � i I i cDNanr :" ^' a7s• 1 I I - 075' ! I 'I' ! I i 1 I. i l I _i z� 2.5M• ' i I I r � li '+ i � i I. I -, ' i I I T 'T i I i I m• 1 I i Y ( I � I 1 I t 1 t I aE: vL r x iT 1 ! i < Y f s I 4b' � ,.1.. a_ ., _ 1 �-a-__..:a.�. 7.._i ,. t.-.. ,.�L.L_1.,,I1�I`i!I.'-,,L2z! ,; _' ,. I __ 3.. i i III I I Ts� e r // I `� }, r O.rx58 Met. Tti�K HEMMED _.• �- 3.5D0' + ( 2.590 - - �._. -. - .. �,��-� :...1_.!_�.1.�. L.i_L!_)__._ __�.-..�-,-._,.1 _�. t iRtr +T[LL+R ,J r � _ f ,-•.-�i.>a• zMaJ iss Dcrxr. , I 1 �Ar E.657 t' y' - _. I , __ ,_.�.. _,....., ,.. �.-.__-._._.-:- ._-..._ ..___..._.._.. .. .....-._. -. ., _ 9.L• 1 . ! - T t/•Y-e4tfn i Eros Ol � I_f�r r 1 a R,. GALVANIZED $Rii J' EDGE - , � � r'Y+ i _ _-_.._ - _... `� _ ti O .r I + r ,-,- - T-4 � ? , � , f bD X 'E T.- T "r ,r.r_ _ - yT _-r- 67 _ I - ,Wss Moo M.n t ,il i 1., • 2.➢DO 2 "i r TYP. °: "� ASTI, A_653 T- •� I R 12 � 2.24a 1 j {END PANt`L) [INT[Rst?R PNtFl7 i (RttER'+ai '+XII✓;), (RiTERKVE PANEL} 4 I (ENO PANEL) ) (EN➢ PANEL] (X7iQBOt1 1` j1NTERtaR PA€ffl(I fM0.ERfOR PM'El 1 PING PX1EL ";) . ., - f ,'.. c `..'. � (r/ eYiw aJi O } /y I } -i_-- �- NFlAtAEO 't SD T4If M 'fi DET - f :_'"• + - �SfE iA7Ti z J. a BFIbx' � r , 1 r r : 1 i ! ' �. I jl I ) }-' f _) ` I L (t r.« F .. maDE M u 1 A>t �. �.�__..� � : i s : , 1 I } E I I : :SEE Noe x, A , � 2, 3, a BELOW s� wpm 4 � I , .;.. ,r EDGE _ 4. I � �. ✓ _ 1 } ( �€ r�,E z. 4 �wW �euw�� 1 C //�� G-w GAiV. .��. ( - i I� l! 1 I+ 1. j; E# i i 1 �'! ! I+ i. i � I j 7 i, ! � I r t.. 5. e�"'tsJ r i oE,*� r x i I� v I �siTAIL A ae.a ' ",, ', i I i + ' � i i I t .1 i I :T ,i i � 1 .� i ! i ,) * ' .II ! r : Paarr 1 5 i i I # ) R -� i i i r' t �'.,,®.,.. \_�_ � z3 ?s 1 � 1 � t � ! � i 9� , } : � t I I�a � � I � j � ` f � ( i ,� E � � u,r«.+.,. wm I � t 7rtp �-•-t. gC".�; _ 1 .,_, � O" . i , 1 � -_ '�r • I ! I� '* I -- ' I It - I rom• mN I 1- - - ._..__... f � 3 ._.r.aisa e ..�J � , • :. I � : � !. , � I Y � I 'm Pn�s W I ' • .z , I 4 1 p{ >n n' i { � P� � i)i �» ( ,. r A t I I� � ! � � ! M �I' i I: / i mFemrr I aw -.i t t - - --. __._..___a.2sQ` - _ - _:-_.___ :isa" .'!� Fr-'--•--.2.47G"-•-� � I {{ , I , , ! +. ! ( j: ;.. , � , #:: Ba%:�a__._81 � I t r ! I I � ' , <r..M,s...wJ i i - i � � ]/ 2Ilw+• �' I � f .. I t � , , 1 '4,r_ I ! �', . I � I DSP) I us. Wf�T� i a 1 ! 4� A 4 ! + ) � � I I ° € wWc ,r as 1 STORM. P N a r I I� i I I, 1, I 11 I I l � �1 I �' � 1i s ....Qf 1 i 5 I I 1 �A.EL .,__ _ ,2. 7G _; I � L � I � i I � _« ' ; � IL .. 1 ,: is w_-1 ! _..; ' ._.> __' , _..... , : _ . _ �."...."t�..1 1 I _. d �.., P ! I + �. f k, .� .,) .r2^ Wmcra,Trs L � � --•- gg �B A7 P2 WiNGNYiB � ) FA_ .�.._ � � -.i _ _._��..__......, �.a. ...._.+a. ..i..-.�_L._. �_��..� 1 I_-:_., ._..,._�- . 1, �...f�_a97 . - -- _, • ' _._.,..'yF.... T._, a➢ x •L• ___`•_ ..r._....,.�a 'sfa_' 1 1 k � I 1 , ( T I 1 r 4D x .L' { � �- 11.. 1-'� ;- q � � ; � ; I'7 1 T'= ", T ; T _1­1. i ., l I >kW_.�.� I I- r � 1 _"..�` a . }... I ,,.. i , .�' € � f I , I � .f � �_; I -[; i ..-,„�. � ,:. I I � � ' i � ' i., 1. I � I i � I 1 I ! ; + 1 I ' I1'�iji[�,,iIt!y�.,3.�EDU7RACR#(���BtI,.'n.+��.-wJ,_.1.L.._.tt#,�s,�EI°�}�e;���i�!iIir:.11��-��-;�I'N4�1'iis ' ������.��.�.�.,�..zS+..L d..�_t-x.� _ 1 , SEE 5a+Lbuu S' f ] I sts W'rocwim�! d 1 /" L_ L-:-�-.1��.-... �:_'�.'._-,;.."' i ."` s _s T._._......_q ...._.: _..-...._ ,.�.._ ' �ON SNEEi in GN 3tiFT PS .Tj �. i u/xy_�td. lakrYra,. S ET1D 1.1P _ /`y .- "` > ' Ly,._, SEE NOTE a BFS.Dw_ -+ a.,,-,...._ 4-.m.. i 'sFF: NOTE a, r t.- "..__..._.-. rArEELMAn.. Cn,7 rroR EAP. - � 1 ay,: W. I L- rDR M:,. I � -""`IsatEnLe:E # � �,,:. w. - � ,a, scsrnA]!eN d{ � I sePAP�roR � 1 �'W w� SEE scaaD(nE f ; s zcat• �� �'roR`� TrD+;---ddl ! T/A'r~s✓./ _.__ tTNa DGIArtETE ANcl+orss: SEE aciva - r -! _�'�.,r..-,s_ >. _ `_.�1 I ra L(wts I ! j�R'•'" I ,o Gvss, r. _. - .'• ^, - .I50' .•- Max. I Mmx. iJAY BE LOCATE➢ (AYERNA7E La"ATXrN i T 8`r ;i)3 w +M.i1)7 L I �� N 9Y4Y a/ I O 4LiSS, i ayt s W/ HEMLiEO EDGE. -' .' - } _... P54• ,. � Gtt ytLiT 23; FUR WOOD SCAEYI: Kin At END DR 1 1/r i if2"- AT EHD PM+ELr,) I ( 1 k41G 1 , 7 fa'' ieR Yn �ARxTKN(- �, / EWih' GRALw � .. z � -"' _ -SEE sEDrmud ON SKEET 26 a' I rw? • � , I rD was. T ra3 )r l i ,,.•� r'9 __.R.aD)3• sue: , 2• - ! 'xitt 3 '.(y1oR(3 W/ DR Wj�.�7 INrtx1oR aAJrELS: -]s• _ I ! ! ifii'EkY onaw � ( I �rAY i w A ! y„r"' �t x , OPENING N_etAYS � tit6lNbEb Wj � ! Jy - -.-- _- I I � r pFENINb ALWAYS BE PIR7VroED qj ('L ! T ..^ _ i ! - g ./-:• � .� ._ Wx _- . 11 , � , L15T PANEL Cli Ta BE WSrAtiEp AT QHEACN SNN�' PANEL � I i f ' _#" i' % � G { f ' e13• I r SDI' CAST PM'F! 5 YO f� tNSTMFE➢ A, €KN � I c � it I ,� a tD.de // � _--_ I I REM t1Ar7TXE TO FACILITATE drST/i1AiWN t E I - p T--# - d/ '�, � -_ E �`` i� _ / I EAR HANDLE ro FACILITATE Rmu1An 1 IF Iw?EROEo To BE !NsrstJ,f➢ FROM ' a .. _ - Gj i .+ - --- -_-- i - �__' �a zz I ! _.. I f�./ �. � - f 2s' ' + L 25" _ Ir 11rFENDED rQ BE INSTALLED FROM I INSIDE OF STRUCTURE, S _ i i € �-! '.5 I 3 f ' HcuASt°ED � n � scut s/37' - r INSIDE OF sTRucruRE. I s>cuE sl32` - '. I ! r--- -i--..A - 8� �_ I ' I ei � � j i I ,✓ � - i ".�"- - � � }� �f.-'. I 1 too . r 1/+' Iw.. 2.P +fa' Emx. DIP I I ! i w(T , g I �} 1 3 $ I r '�... • , h e 113.75D f • �" � � n/ay style Ms � � 'a `r' ! I G' .� � V ( t ��� i � 'P t i � f '/4` Nn: eta !H• Xec GAP-1 `. I _�� I r' i & 1 � � I m " I"1 I im i g H �' 1 �%,-_. l i � �� � I t � k i,Nn a ,r 5 I _ e ! -) C 2.oao•j I 2.D6O'I - -__ -_ Q i 1 � 'r hr.3'Ma..) � [ r s j! a � - r. $ ISOMETRIC VIEW, QE1.NL ROUNDED CORNER w ENDS OF PANEL'S I "--5 � � l i T 2 OR �WJ � W/o �. � • i � p�{/,(c ratMtD i �' ; //4 ` R j I � �. i �' , , // ! � 1 END UP W/ HEMMED EDGE. .. , L i 125` 75D" i 1 i' Ttf 'µTErNATE uk`AnbN E'arpxTE zxT' ft � � oG"' I �- I ; �. �. _. I � � � � (N,T'.S) t -�� _ 4 L_4. f I-'---� '-_.�__ 125" xAen ,. I«' � m Y ,r 1 I 1 i i - � -i_ _. � � �- t___._ i SEC7fON A -A �ECTICN 8-8 AT END PANrs7 m,teDEn a , ;� ,n„ArA !} l i i.. _. - 250" --I LL L STALE 3f3Y .- T' ��5 : aw.E 3/32' - 1" aesrAtn.° � f. ! -a } � t � �t � _ (1) OEFIN DN OF ^+FFKF6 ,LIDO: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANES +� `.-'` CdGMiff' Pa L T - __- ._s" uar_ _: ti¢�5.® �• T �`.. i f t(.'t,-wW*' Ms. wE s,. �ni, TRACKS AT TOP & PANELMATE PLUS OR 15" LONG j .. 14-�gxP�'� j!p - ,: {I).. AEE7R!?1ON_.e2E..iER11�.2diQD':: E - Z 14xTrG STORM FANEI,. SYSTEM CONSISTING OF PANEL > AT BOTTOM Wj PANELMATES, r„``•'°A•'rm3/k` eta ,Si i rwPaD�( ... T. ,, v 11 Nft - "W1wUXx 6 .. .. -f >T -r' Min.-. as. w(r/ra3IJ3' a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„ "�• $ " a A _LI N »I i" (Z . Eno PANEL$ 5HAU. ALWAYS BE CONNECiEDTO E� NO SELL WALL BY MEANS OF '�.. s � 7,1A`. 'sAa mN T Jd) f, y � cTE ^--22a--w---a.)-- Hut r!••wam'3fo aEauwED fa x41fa' E+'i e4 I rj, RlwuffD ,y f 6w td>a :;.' �' �p�'s-mq J�' e Y� t,�^��•..t *� � _'S t#Z LUN,:nca INOaxs ,,( 1,rro-ma/e iN(rEnsaen Oda' �..16. � U "� !�"`-""��^' �-� A .� _ (2). D PANELS 61t0.LL ALWAYK 13E CONNECTED TU 80TTOM TRACK 01'HETtWkSE A STOP 6AR PANFIMATES OR: EF USED NTiY W/ 15" t.tlNG �1�)I TRACK AT @aTTaM, END PANELS Win. x �qm� t �S ,,` : I -.,. _. fe.tfar e,m• , �usm) 1 1JA wh E (BD SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �' 8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '� -^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i- � �AI,,,,L. AHiF DINS. oe m[Fr yy1 '-�`-�. W+ Merorm'ws . /A , Ij4"®-20x3/a" M.S. wr 7f8'Pa3r32 w9biG M,1T QR ]/a•h3Jd' Min. rHUMLRSCREW € WA I 6# NTINC #HST i N '#s VJ INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1 �i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J {BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y� j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■ { )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5 p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/. 1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw _��` �L/ �y n N T50" � �R55' (Typ.) A.".v, CEN•:✓��T5at1iH11Uftfrydr/NOTNEEDTO6ECONNECTEDTO2BYAA'YMEWST1tAACR�g2�)R.S�STx11EDI�x�y�{.�snvtoNsa£x33.'r'a`�.•••,..•..,'',T�'i'�I,j� II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4 I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ = 11 � = NO. 44167 •'• •...1-1- C EN �., ✓,�yr=,'=` � I E� r� hMM..�»s GP-�,.i,.,�. NO. 44167 I -� � '- . ' Tt : T � FLORIDA BUILDING CODE Hi h Velocity NUT ricane 2➢na ,� � FLORIDA BUILDING CODE HI N Vetooil HiJrrfcone Zone) (-,•-! FLDRIDA BUR.4THG COaE HI h NurNaane Zone) _- � � 9 ) a Y -- t URAMN 0 � � w E�urriaws cur BE Velocity Q : :,�_.__..75c1"_ ,._._ :-:�`- 9 •. = 43DM +alii0. INC r,p, � m7e10 TxTEW, atC F.P. d137M4ATi0N ANY wA'r rD. SiAT dNY � �.. " 1rD20 MTiC4. YtC FA. �, Mox. ATf OF = 20 GAGE GALVANIZED STEEL STORM PANEL Na, 4 � 67 ,. ZO GAGE GALVANIZED STEEL STORM PANEL � l ' STATE {}F 2() GAGE GALVANIZED STEEL STORM PANEL ------� "s9p• � `' ,�- eT. - •* z --- DaAWtr ar. i� = 9'. z _ 2 ' DRAWd er. M GRID - � _. '„� /, * :, R=�" � •,,..,. DT/sdfsnn �'r ^=��'ax'°o;:...®�..t..»r uTf3alwsa �IL...i ___._' LD. L rat �..... F O'•. f , ate.` . Dr/3aJ3G� t` r � •--�. GLOBAL PROTECTION PRODUCTS, LLC. : •t:`- STAT CP : re � � -`> GLOBAL PROTECTION PRODUCTS LLCx ;�FF;- >1 ...... �A.` j GLOBAL PROTECTION PRODUCTS, LLC. AAre �7 3 as�'(td.�.�.tl.M,�A,('(GLE �a STOP BAR =''''.S NAL"' ,• Ii. E C O IMc ,„ _ sGb.E: i s• . T- �•� •, IL E C ID Ir�c Sj GTL ��Iw �+r �y TT' LONG {''r'l. tNN+NEM�'�'�•"�`' aAN1 sty. iY SlPEET "'- %�L•%` f£ )�±�•"�"iY7 flL iZ�ir s►V INS- IdGD s.W. nt sTPEZT d rM�a /. � X ••. •. s'Ly f � CAW su st sHTEEir I TILER RaTINP A: EMfifNF.ERiNe COMPANY INANE, R 333ta 2.a-? 7Fi '+, ef' �,. (j ,.•' \�'° 1aLUT EdTINa a ➢KOHL NL' COMPANY aEME.. n. 3J.'Ha � - t N5 Ra. .�-,.­ dMaae,. ttPANr #I :vE:' !T: )a31a «.R un. a, M.. xa PNOHG� (ad1)adm-7s+s, rAx tss47rA'u-e7RT +., �'' ty � ; � *x.nr. 4N, a. ma. FNOOr, n srxA PHanT:. tase)na9aneD, rnx: tus47°aae--srrT 24-476 a //' t f , tinitsTwo a'-R+u u,w Pwexa: Sas+7sR°_rs+A. TAIL': {!es4}ada.dr°x 20-176 Q B48S-TS Alum. ALkv LOY f +tee : txm mr .nto'. r.. , MON nl-tsar r a1' � �,__-_- Pam.. ,Hari .-I.,ean , mr : t�+i dn_tm, A.E. DNAttAtE iktTE A-aDDATt9 alaa.mN aa' -.1 nwwnaw, sae ORAMNO rr/A 51,,E "`""� cA-otwa2aa fii:.-aa➢a7]D ra, ,. .orr„a sa.r. .u,e'arr wa D!twND Ne, j YAAllrlf A a Ja:, P,1.. era txn a.swa. 4 - � INrNdt ai+ixi SEAy^SIONSYUPE/Pt2 wALiER Ak riLtU fie., P.E a+ a. may wa 1Y+AXirM Po, � P E. SEA! ja!eNAirP1EJDnr , rs ta.,.E _� - J DEN as S. i _ _ .FIRST 22 et 2a .-..,.----.-•,.,- _ Bat:. _ - ANELT xt DF 2@ WMTkA A. 1LLL1I Jr.. P.r. a SHEET N0. SH 1.2. Qc*ETE DR CONCRETE %LICK REWIRED E.[ 0 . I D I S OR PT O LIEE SAFETY PANEL INTO EXISTING PQUREI) CONCRETE OR CONCRETE BLOCK STRUCTURES _ L.a' TAPCON ANCHORS.1fd' TAPCON ANCHORS 0 9' D.C. 4 ¢' O.C. I POURED COItLYtEETE . `. OR CONCRETE BLOCK �' _ i E.D REQUIRED r 1 i Y I I Cat] I ' - SD,AAiKav to 4 ­0 [� : �_ tj sled NT!s - _ 1 1 Ili I I __ _ f ) _ b Y-Yh - "ry I aJ T Cr i ;ralm lure - j -__ j +I E- r I• ...... P_ ....1 .. ,{i a-5D'r RA CUmTE PLUS W/ fa"r v 3J32' W84G NUT WASHER {8EY o) POURED CONCRETE OR CONCRETE BOCK REQUIRED MALL IJQi!( INS INSTALLATION SECTION 58 O UEE SAFM PANEL SCALE 3/8"-t" 19 I p14»tO'r PAWELMATE PLUS Wd '..... '9/8'a : b/32' WING aiUt' wh9r1ER O d 114" OC, paMaEQ CONCRETE OR CONCRETE BLOCK REQUIRED i+#_A13 MOUNTMNi #NS?"ALt jTiON $ECTiON 5A 9.RE.S.tlil.+R PANEL SCALE 3/8'=1" ,J4 s ifar SEE SHEEP T9 ! ED FOR l41CNDAS TYPE # AI✓GIOR TTIE lint,PIdB1Hi$ SPACING FOR i,ISrAIJ, 4AatS- INTO WOOD Ar Alttl MlNtatalM � o�) ) ) EDGE 0lSI'AICE A# MDR",ATEA Ert Tim nWaE mnmR LOmx1i On.) 3 3 SCHEDULE :rot E.O effi TwN Ai01GtTEU ON R.a. a! Ca:m4 Akax {h) ] 3 ?f= scHeaA.E REDUCE ANCHOR SPA; IN - MULTIPLYING sPACPTD sriDWN rn seHEDLA.E A'711k Fe dm¢ GMa�+E) FAA.101F BY THE FOLLOWING FAU'TGRS. FOR TImS 3s rrPERAtrorl 10 @€ RKST..1ai.€. A£DilCE➢ ,Ja' SP/&!RG 68TAlNEP LIS,iNi FA$TaR SeMll IiDT _. a yes' ., 9E ti$5 Trwt MINIMUM SFACriO :NikG'At6D t1xR F.],CEL AHT3aDR TYPE ON TWO SC+RDULE )' _. . /.^ PIE rC 1 (I i ) , 10 . L W 2) ," ,`'��~''y�GfNSF' No.44167 f!i S4N>f."AGHxIUREJOATE N � Vcv t'b O y •O � W C �� � C 7 y; e N .N N Q d f1 - O � 3 �3 ,a y a 7 C .11 rs°za ],L]Tsa INC 20 GAGE GALVANIZED STEEL STORM PANEL 'En, r"� � INC, '�1 GLOBAL PROTECTION PRODUCTS, LLC. °'fay° 4dea S,w. As STREET 6 ! ENetN EMNO COMPANY GUL, FL 33314 A. M. "I'm tssr€)d-rse,full tsszdMI.dr 20- t 78 I xrxi --w.-n)a G-Rwa71e m.. am�Pw. a+ �Ina DIMMING No; .TER A, TtltT a.a.. P.E. as .wez re � , atEDtT iA w � 4dr WILL IT 6 [�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi 1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE ACCO RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1 r DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE, FOR A WIND R R THE SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO ANY FI. i$ MATERW. SHALL BE PERMR7E0 PtTR A DfRE 1TY FA 7- CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D... j 4` m- 1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO ENGAGE S/A" ETTT . 0 ANCHORS, ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $ SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE M EM BY 0.6 IN k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA, TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27. IN ALLOWABLE STRESS FAR WORD LOADS WAS t USED IN THEIR ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN 4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S MANL)FAC'.YIRER. STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE VERIFIEDORDArECE WTTtt SECTION 1 626 OF THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK 2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS, II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH. PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13 STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY- DRAWRiC PLUS ABUILDING AND ZONING a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN N REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO {rTALLATION 5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO. 5. ALL ALUMINUM EXTRUSIONS TO BE 6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT" EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F. INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D. 6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF %. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A- OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY• B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS PRODUCT EVALUATION DOCUMENT WIL L of CONSIDERED INVALID IF M (TrOiTE7. SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4 m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH L 5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL 10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT (A) TO EXIrnN:i�lII4LD._:T�;.:ioETE: (a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC - 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED 1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�, ) - EL MANUFACTURER'S LABEL 5MF11 UFi - J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F . LOTION AT STORM PANEL IN ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE FEMALE YD & PANELMATE PLUS. A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D ANY FINISH MATERIAL ` SHALL BE PERM'TTFB. TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr INTO ANCHORS. �pN*H A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„ FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�% I BE AS EBrmr�rx IN Aij AND as A2}. ° ND,44167 (B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«, "_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna - 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = ) - 7Jd' P % 7f8` CALK -IN hri{;rtORS. AS MANUFACTURED BY DEWALT INC. (CmwiSOQ P,m.l.) ,�"+ f+ > A13OSn 1A1EM, eiC FP. - jt4_tD PANELMATE FEMALE IO AND vANELtMTE PLUS ANCHORS, AS MANUFACTURED BY £FCC CONSTRUCTION g ' ,.'.�+'. R 24 GAGE GALVANIZED STEEL STORM PANEL rYCMTt It, PRODUCTS (t'm=2071 P.x.i.) ---Y a%' �� 4 / . �'' ,"�" �. GLOBAL PROTECTION PRODUCTS, LLC. 07f'°�_ ° _ _ � � asd f' � c o FMz \ adm Sw �, - DA>< Fa it+E} x - , Trsmeo a AN96i6ERat0 COMPANY Dav{; FL :33,+ .. A4. +� r ](A m.nw twaoa ft U,M CNSrtls {9d4;�a-'/543, iN', (43a)e�-e'N7 20-17 ,a:, . T!PA.i xr,-,Fad rw . Pom m,-,ur Pf. Sf/1/90HAitAFJ6atE G-ODD67,9 Al a P''' -.1 roraniw .at ,nat„r wn wJiiER A TttJr h., A L a - - ROAM ®TA a--F N N U O O (1) 0_ L � O � C m -0 0- O O O L a) O � = CCOO l O L.L _ O � O W:9-- I L ) 7 i b R 1 . < ") / 3'J24 B {sTE rmlE a BEurrry q� po�,F�' a p.: ('�(�klj��} �syr J A. Wf OR WJo t 3' M°x, / � $ (RE Iq2 3 aELGTr d1� 7 I�TQ QUFL,�"`,� CONCRETE QR X"'k7�Et3.Fa.i E BLQ7tf� f 14aY' i.M.s. I' '�$ � 4' 24 �' L:l iSEE aV]L 2 ;3x.1E1]P7 2`/24 i" 24 4 $. AT 2 i FOR Ca KREtE eNGa1O$; SEE #{ P{RPANL1 .-.- _- 259,`-_._ ® �H 3• - SCHEDULE tKd '+EIFE'1 Z$ FG7 WORD SL'AEM. .-._, a.�3*... i' Mfa. f G4NCtifTE ANCNO% IT1r7 3' M4z. t' K. Mra SEE BECiX)NS Ott SHEET 2a *1"i ��i {SEE 'E ai Sttffi 75) ^] CL,a¢Rta ..... -_- _._-_. . -..-....18.198' (TOTAL tYiDTit).. __.. - -_ - _ -....- -- - 2.250" ._ -. ...-._-[.591:._-. f• ; r`�TPa(ynusamaac°-`°.CON�c,€OONp¢rtarc».�_______12.500`EFFECTNE w!mN__t____�__�dN3F3A°M)>Im (D - .. .➢ .Ssgs__1 �1's-aS..__..--_•-�-� `-¢,�.)r• S.MS�carc�Tc ama:as4tca:n.pa�-+.___-cifs-(-.R),'c�ii--2.250•I14J�i/P•:f'-..:fY.__7/r._.,._=ut•____�1_�A".'t�a.lm"xraaePcs,wa+EIs!m+rsrsa>_;T/m�.>Rc�� 1.354-----I.yO'^,-1.35Q`--.-,500r-i�_I-1IiiE_��^.1.--,•It�.I!r I11I1��,4.r s:�are(a+mn'�i'�!('i�'IiI I � , II' 7 t'- I I ; ! �` w � i , .. _\ •.-`.e_ Pwrso are,rnrr '� i �G Dm ar � W "a r E 1 i ,! I i � I •I i vaam '< 5 aaa.Eo 1 Or I it I i I I ! i I I ! I I I �! 1 � � i I i cDNanr :" ^' a7s• 1 I I - 075' ! I 'I' ! I i 1 I. i l I _i z� 2.5M• ' i I I r � li '+ i � i I. I -, ' i I I T 'T i I i I m• 1 I i Y ( I � I 1 I t 1 t I aE: vL r x iT 1 ! i < Y f s I 4b' � ,.1.. a_ ., _ 1 �-a-__..:a.�. 7.._i ,. t.-.. ,.�L.L_1.,,I1�I`i!I.'-,,L2z! ,; _' ,. I __ 3.. i i III I I Ts� e r // I `� }, r O.rx58 Met. Tti�K HEMMED _.• �- 3.5D0' + ( 2.590 - - �._. -. - .. �,��-� :...1_.!_�.1.�. L.i_L!_)__._ __�.-..�-,-._,.1 _�. t iRtr +T[LL+R ,J r � _ f ,-•.-�i.>a• zMaJ iss Dcrxr. , I 1 �Ar E.657 t' y' - _. I , __ ,_.�.. _,....., ,.. �.-.__-._._.-:- ._-..._ ..___..._.._.. .. .....-._. -. ., _ 9.L• 1 . ! - T t/•Y-e4tfn i Eros Ol � I_f�r r 1 a R,. GALVANIZED $Rii J' EDGE - , � � r'Y+ i _ _-_.._ - _... `� _ ti O .r I + r ,-,- - T-4 � ? , � , f bD X 'E T.- T "r ,r.r_ _ - yT _-r- 67 _ I - ,Wss Moo M.n t ,il i 1., • 2.➢DO 2 "i r TYP. °: "� ASTI, A_653 T- •� I R 12 � 2.24a 1 j {END PANt`L) [INT[Rst?R PNtFl7 i (RttER'+ai '+XII✓;), (RiTERKVE PANEL} 4 I (ENO PANEL) ) (EN➢ PANEL] (X7iQBOt1 1` j1NTERtaR PA€ffl(I fM0.ERfOR PM'El 1 PING PX1EL ";) . ., - f ,'.. c `..'. � (r/ eYiw aJi O } /y I } -i_-- �- NFlAtAEO 't SD T4If M 'fi DET - f :_'"• + - �SfE iA7Ti z J. a BFIbx' � r , 1 r r : 1 i ! ' �. I jl I ) }-' f _) ` I L (t r.« F .. maDE M u 1 A>t �. �.�__..� � : i s : , 1 I } E I I : :SEE Noe x, A , � 2, 3, a BELOW s� wpm 4 � I , .;.. ,r EDGE _ 4. I � �. ✓ _ 1 } ( �€ r�,E z. 4 �wW �euw�� 1 C //�� G-w GAiV. .��. ( - i I� l! 1 I+ 1. j; E# i i 1 �'! ! I+ i. i � I j 7 i, ! � I r t.. 5. e�"'tsJ r i oE,*� r x i I� v I �siTAIL A ae.a ' ",, ', i I i + ' � i i I t .1 i I :T ,i i � 1 .� i ! i ,) * ' .II ! r : Paarr 1 5 i i I # ) R -� i i i r' t �'.,,®.,.. \_�_ � z3 ?s 1 � 1 � t � ! � i 9� , } : � t I I�a � � I � j � ` f � ( i ,� E � � u,r«.+.,. wm I � t 7rtp �-•-t. gC".�; _ 1 .,_, � O" . i , 1 � -_ '�r • I ! I� '* I -- ' I It - I rom• mN I 1- - - ._..__... f � 3 ._.r.aisa e ..�J � , • :. I � : � !. , � I Y � I 'm Pn�s W I ' • .z , I 4 1 p{ >n n' i { � P� � i)i �» ( ,. r A t I I� � ! � � ! M �I' i I: / i mFemrr I aw -.i t t - - --. __._..___a.2sQ` - _ - _:-_.___ :isa" .'!� Fr-'--•--.2.47G"-•-� � I {{ , I , , ! +. ! ( j: ;.. , � , #:: Ba%:�a__._81 � I t r ! I I � ' , <r..M,s...wJ i i - i � � ]/ 2Ilw+• �' I � f .. I t � , , 1 '4,r_ I ! �', . I � I DSP) I us. Wf�T� i a 1 ! 4� A 4 ! + ) � � I I ° € wWc ,r as 1 STORM. P N a r I I� i I I, 1, I 11 I I l � �1 I �' � 1i s ....Qf 1 i 5 I I 1 �A.EL .,__ _ ,2. 7G _; I � L � I � i I � _« ' ; � IL .. 1 ,: is w_-1 ! _..; ' ._.> __' , _..... , : _ . _ �."...."t�..1 1 I _. d �.., P ! I + �. f k, .� .,) .r2^ Wmcra,Trs L � � --•- gg �B A7 P2 WiNGNYiB � ) FA_ .�.._ � � -.i _ _._��..__......, �.a. ...._.+a. ..i..-.�_L._. �_��..� 1 I_-:_., ._..,._�- . 1, �...f�_a97 . - -- _, • ' _._.,..'yF.... T._, a➢ x •L• ___`•_ ..r._....,.�a 'sfa_' 1 1 k � I 1 , ( T I 1 r 4D x .L' { � �- 11.. 1-'� ;- q � � ; � ; I'7 1 T'= ", T ; T _1­1. i ., l I >kW_.�.� I I- r � 1 _"..�` a . }... I ,,.. i , .�' € � f I , I � .f � �_; I -[; i ..-,„�. � ,:. I I � � ' i � ' i., 1. I � I i � I 1 I ! ; + 1 I ' I1'�iji[�,,iIt!y�.,3.�EDU7RACR#(���BtI,.'n.+��.-wJ,_.1.L.._.tt#,�s,�EI°�}�e;���i�!iIir:.11��-��-;�I'N4�1'iis ' ������.��.�.�.,�..zS+..L d..�_t-x.� _ 1 , SEE 5a+Lbuu S' f ] I sts W'rocwim�! d 1 /" L_ L-:-�-.1��.-... �:_'�.'._-,;.."' i ."` s _s T._._......_q ...._.: _..-...._ ,.�.._ ' �ON SNEEi in GN 3tiFT PS .Tj �. i u/xy_�td. lakrYra,. S ET1D 1.1P _ /`y .- "` > ' Ly,._, SEE NOTE a BFS.Dw_ -+ a.,,-,...._ 4-.m.. i 'sFF: NOTE a, r t.- "..__..._.-. rArEELMAn.. Cn,7 rroR EAP. - � 1 ay,: W. I L- rDR M:,. I � -""`IsatEnLe:E # � �,,:. w. - � ,a, scsrnA]!eN d{ � I sePAP�roR � 1 �'W w� SEE scaaD(nE f ; s zcat• �� �'roR`� TrD+;---ddl ! T/A'r~s✓./ _.__ tTNa DGIArtETE ANcl+orss: SEE aciva - r -! _�'�.,r..-,s_ >. _ `_.�1 I ra L(wts I ! j�R'•'" I ,o Gvss, r. _. - .'• ^, - .I50' .•- Max. I Mmx. iJAY BE LOCATE➢ (AYERNA7E La"ATXrN i T 8`r ;i)3 w +M.i1)7 L I �� N 9Y4Y a/ I O 4LiSS, i ayt s W/ HEMLiEO EDGE. -' .' - } _... P54• ,. � Gtt ytLiT 23; FUR WOOD SCAEYI: Kin At END DR 1 1/r i if2"- AT EHD PM+ELr,) I ( 1 k41G 1 , 7 fa'' ieR Yn �ARxTKN(- �, / EWih' GRALw � .. z � -"' _ -SEE sEDrmud ON SKEET 26 a' I rw? • � , I rD was. T ra3 )r l i ,,.•� r'9 __.R.aD)3• sue: , 2• - ! 'xitt 3 '.(y1oR(3 W/ DR Wj�.�7 INrtx1oR aAJrELS: -]s• _ I ! ! ifii'EkY onaw � ( I �rAY i w A ! y„r"' �t x , OPENING N_etAYS � tit6lNbEb Wj � ! Jy - -.-- _- I I � r pFENINb ALWAYS BE PIR7VroED qj ('L ! T ..^ _ i ! - g ./-:• � .� ._ Wx _- . 11 , � , L15T PANEL Cli Ta BE WSrAtiEp AT QHEACN SNN�' PANEL � I i f ' _#" i' % � G { f ' e13• I r SDI' CAST PM'F! 5 YO f� tNSTMFE➢ A, €KN � I c � it I ,� a tD.de // � _--_ I I REM t1Ar7TXE TO FACILITATE drST/i1AiWN t E I - p T--# - d/ '�, � -_ E �`` i� _ / I EAR HANDLE ro FACILITATE Rmu1An 1 IF Iw?EROEo To BE !NsrstJ,f➢ FROM ' a .. _ - Gj i .+ - --- -_-- i - �__' �a zz I ! _.. I f�./ �. � - f 2s' ' + L 25" _ Ir 11rFENDED rQ BE INSTALLED FROM I INSIDE OF STRUCTURE, S _ i i € �-! '.5 I 3 f ' HcuASt°ED � n � scut s/37' - r INSIDE OF sTRucruRE. I s>cuE sl32` - '. I ! r--- -i--..A - 8� �_ I ' I ei � � j i I ,✓ � - i ".�"- - � � }� �f.-'. I 1 too . r 1/+' Iw.. 2.P +fa' Emx. DIP I I ! i w(T , g I �} 1 3 $ I r '�... • , h e 113.75D f • �" � � n/ay style Ms � � 'a `r' ! I G' .� � V ( t ��� i � 'P t i � f '/4` Nn: eta !H• Xec GAP-1 `. I _�� I r' i & 1 � � I m " I"1 I im i g H �' 1 �%,-_. l i � �� � I t � k i,Nn a ,r 5 I _ e ! -) C 2.oao•j I 2.D6O'I - -__ -_ Q i 1 � 'r hr.3'Ma..) � [ r s j! a � - r. $ ISOMETRIC VIEW, QE1.NL ROUNDED CORNER w ENDS OF PANEL'S I "--5 � � l i T 2 OR �WJ � W/o �. � • i � p�{/,(c ratMtD i �' ; //4 ` R j I � �. i �' , , // ! � 1 END UP W/ HEMMED EDGE. .. , L i 125` 75D" i 1 i' Ttf 'µTErNATE uk`AnbN E'arpxTE zxT' ft � � oG"' I �- I ; �. �. _. I � � � � (N,T'.S) t -�� _ 4 L_4. f I-'---� '-_.�__ 125" xAen ,. I«' � m Y ,r 1 I 1 i i - � -i_ _. � � �- t___._ i SEC7fON A -A �ECTICN 8-8 AT END PANrs7 m,teDEn a , ;� ,n„ArA !} l i i.. _. - 250" --I LL L STALE 3f3Y .- T' ��5 : aw.E 3/32' - 1" aesrAtn.° � f. ! -a } � t � �t � _ (1) OEFIN DN OF ^+FFKF6 ,LIDO: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANES +� `.-'` CdGMiff' Pa L T - __- ._s" uar_ _: ti¢�5.® �• T �`.. i f t(.'t,-wW*' Ms. wE s,. �ni, TRACKS AT TOP & PANELMATE PLUS OR 15" LONG j .. 14-�gxP�'� j!p - ,: {I).. AEE7R!?1ON_.e2E..iER11�.2diQD':: E - Z 14xTrG STORM FANEI,. SYSTEM CONSISTING OF PANEL > AT BOTTOM Wj PANELMATES, r„``•'°A•'rm3/k` eta ,Si i rwPaD�( ... T. ,, v 11 Nft - "W1wUXx 6 .. .. -f >T -r' Min.-. as. w(r/ra3IJ3' a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„ "�• $ " a A _LI N »I i" (Z . Eno PANEL$ 5HAU. ALWAYS BE CONNECiEDTO E� NO SELL WALL BY MEANS OF '�.. s � 7,1A`. 'sAa mN T Jd) f, y � cTE ^--22a--w---a.)-- Hut r!••wam'3fo aEauwED fa x41fa' E+'i e4 I rj, RlwuffD ,y f 6w td>a :;.' �' �p�'s-mq J�' e Y� t,�^��•..t *� � _'S t#Z LUN,:nca INOaxs ,,( 1,rro-ma/e iN(rEnsaen Oda' �..16. � U "� !�"`-""��^' �-� A .� _ (2). D PANELS 61t0.LL ALWAYK 13E CONNECTED TU 80TTOM TRACK 01'HETtWkSE A STOP 6AR PANFIMATES OR: EF USED NTiY W/ 15" t.tlNG �1�)I TRACK AT @aTTaM, END PANELS Win. x �qm� t �S ,,` : I -.,. _. fe.tfar e,m• , �usm) 1 1JA wh E (BD SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �' 8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '� -^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i- � �AI,,,,L. AHiF DINS. oe m[Fr yy1 '-�`-�. W+ Merorm'ws . /A , Ij4"®-20x3/a" M.S. wr 7f8'Pa3r32 w9biG M,1T QR ]/a•h3Jd' Min. rHUMLRSCREW € WA I 6# NTINC #HST i N '#s VJ INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1 �i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J {BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y� j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■ { )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5 p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/. 1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw _��` �L/ �y n N T50" � �R55' (Typ.) A.".v, CEN•:✓��T5at1iH11Uftfrydr/NOTNEEDTO6ECONNECTEDTO2BYAA'YMEWST1tAACR�g2�)R.S�STx11EDI�x�y�{.�snvtoNsa£x33.'r'a`�.•••,..•..,'',T�'i'�I,j� II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4 I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ = 11 � = NO. 44167 •'• •...1-1- C EN �., ✓,�yr=,'=` � I E� r� hMM..�»s GP-�,.i,.,�. NO. 44167 I -� � '- . ' Tt : T � FLORIDA BUILDING CODE Hi h Velocity NUT ricane 2➢na ,� � FLORIDA BUILDING CODE HI N Vetooil HiJrrfcone Zone) (-,•-! FLDRIDA BUR.4THG COaE HI h NurNaane Zone) _- � � 9 ) a Y -- t URAMN 0 � � w E�urriaws cur BE Velocity Q : :,�_.__..75c1"_ ,._._ :-:�`- 9 •. = 43DM +alii0. INC r,p, � m7e10 TxTEW, atC F.P. d137M4ATi0N ANY wA'r rD. SiAT dNY � �.. " 1rD20 MTiC4. YtC FA. �, Mox. ATf OF = 20 GAGE GALVANIZED STEEL STORM PANEL Na, 4 � 67 ,. ZO GAGE GALVANIZED STEEL STORM PANEL � l ' STATE {}F 2() GAGE GALVANIZED STEEL STORM PANEL ------� "s9p• � `' ,�- eT. - •* z --- DaAWtr ar. i� = 9'. z _ 2 ' DRAWd er. M GRID - � _. '„� /, * :, R=�" � •,,..,. DT/sdfsnn �'r ^=��'ax'°o;:...®�..t..»r uTf3alwsa �IL...i ___._' LD. L rat �..... F O'•. f , ate.` . Dr/3aJ3G� t` r � •--�. GLOBAL PROTECTION PRODUCTS, LLC. : •t:`- STAT CP : re � � -`> GLOBAL PROTECTION PRODUCTS LLCx ;�FF;- >1 ...... �A.` j GLOBAL PROTECTION PRODUCTS, LLC. AAre �7 3 as�'(td.�.�.tl.M,�A,('(GLE �a STOP BAR =''''.S NAL"' ,• Ii. E C O IMc ,„ _ sGb.E: i s• . T- �•� •, IL E C ID Ir�c Sj GTL ��Iw �+r �y TT' LONG {''r'l. tNN+NEM�'�'�•"�`' aAN1 sty. iY SlPEET "'- %�L•%` f£ )�±�•"�"iY7 flL iZ�ir s►V INS- IdGD s.W. nt sTPEZT d rM�a /. � X ••. •. s'Ly f � CAW su st sHTEEir I TILER RaTINP A: EMfifNF.ERiNe COMPANY INANE, R 333ta 2.a-? 7Fi '+, ef' �,. (j ,.•' \�'° 1aLUT EdTINa a ➢KOHL NL' COMPANY aEME.. n. 3J.'Ha � - t N5 Ra. .�-,.­ dMaae,. ttPANr #I :vE:' !T: )a31a «.R un. a, M.. xa PNOHG� (ad1)adm-7s+s, rAx tss47rA'u-e7RT +., �'' ty � ; � *x.nr. 4N, a. ma. FNOOr, n srxA PHanT:. tase)na9aneD, rnx: tus47°aae--srrT 24-476 a //' t f , tinitsTwo a'-R+u u,w Pwexa: Sas+7sR°_rs+A. TAIL': {!es4}ada.dr°x 20-176 Q B48S-TS Alum. ALkv LOY f +tee : txm mr .nto'. r.. , MON nl-tsar r a1' � �,__-_- Pam.. ,Hari .-I.,ean , mr : t�+i dn_tm, A.E. DNAttAtE iktTE A-aDDATt9 alaa.mN aa' -.1 nwwnaw, sae ORAMNO rr/A 51,,E "`""� cA-otwa2aa fii:.-aa➢a7]D ra, ,. .orr„a sa.r. .u,e'arr wa D!twND Ne, j YAAllrlf A a Ja:, P,1.. era txn a.swa. 4 - � INrNdt ai+ixi SEAy^SIONSYUPE/Pt2 wALiER Ak riLtU fie., P.E a+ a. may wa 1Y+AXirM Po, � P E. SEA! ja!eNAirP1EJDnr , rs ta.,.E _� - J DEN as S. i _ _ .FIRST 22 et 2a .-..,.----.-•,.,- _ Bat:. _ - ANELT xt DF 2@ WMTkA A. 1LLL1I Jr.. P.r. a SHEET N0. SH 1.2. rC 1 (I i ) , 10 . L W 2) ," ,`'��~''y�GfNSF' No.44167 f!i S4N>f."AGHxIUREJOATE N � Vcv t'b O y •O � W C �� � C 7 y; e N .N N Q d f1 - O � 3 �3 ,a y a 7 C .11 rs°za ],L]Tsa INC 20 GAGE GALVANIZED STEEL STORM PANEL 'En, r"� � INC, '�1 GLOBAL PROTECTION PRODUCTS, LLC. °'fay° 4dea S,w. As STREET 6 ! ENetN EMNO COMPANY GUL, FL 33314 A. M. "I'm tssr€)d-rse,full tsszdMI.dr 20- t 78 I xrxi --w.-n)a G-Rwa71e m.. am�Pw. a+ �Ina DIMMING No; .TER A, TtltT a.a.. P.E. as .wez re � , atEDtT iA w � 4dr WILL IT 6 [�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi 1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE ACCO RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1 r DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE, FOR A WIND R R THE SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO ANY FI. i$ MATERW. SHALL BE PERMR7E0 PtTR A DfRE 1TY FA 7- CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D... j 4` m- 1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO ENGAGE S/A" ETTT . 0 ANCHORS, ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $ SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE M EM BY 0.6 IN k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA, TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27. IN ALLOWABLE STRESS FAR WORD LOADS WAS t USED IN THEIR ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN 4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S MANL)FAC'.YIRER. STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE VERIFIEDORDArECE WTTtt SECTION 1 626 OF THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK 2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS, II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH. PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13 STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY- DRAWRiC PLUS ABUILDING AND ZONING a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN N REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO {rTALLATION 5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO. 5. ALL ALUMINUM EXTRUSIONS TO BE 6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT" EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F. INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D. 6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF %. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A- OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY• B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS PRODUCT EVALUATION DOCUMENT WIL L of CONSIDERED INVALID IF M (TrOiTE7. SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4 m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH L 5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL 10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT (A) TO EXIrnN:i�lII4LD._:T�;.:ioETE: (a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC - 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED 1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�, ) - EL MANUFACTURER'S LABEL 5MF11 UFi - J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F . LOTION AT STORM PANEL IN ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE FEMALE YD & PANELMATE PLUS. A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D ANY FINISH MATERIAL ` SHALL BE PERM'TTFB. TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr INTO ANCHORS. �pN*H A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„ FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�% I BE AS EBrmr�rx IN Aij AND as A2}. ° ND,44167 (B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«, "_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna - 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = ) - 7Jd' P % 7f8` CALK -IN hri{;rtORS. AS MANUFACTURED BY DEWALT INC. (CmwiSOQ P,m.l.) ,�"+ f+ > A13OSn 1A1EM, eiC FP. - jt4_tD PANELMATE FEMALE IO AND vANELtMTE PLUS ANCHORS, AS MANUFACTURED BY £FCC CONSTRUCTION g ' ,.'.�+'. R 24 GAGE GALVANIZED STEEL STORM PANEL rYCMTt It, PRODUCTS (t'm=2071 P.x.i.) ---Y a%' �� 4 / . �'' ,"�" �. GLOBAL PROTECTION PRODUCTS, LLC. 07f'°�_ ° _ _ � � asd f' � c o FMz \ adm Sw �, - DA>< Fa it+E} x - , Trsmeo a AN96i6ERat0 COMPANY Dav{; FL :33,+ .. A4. +� r ](A m.nw twaoa ft U,M CNSrtls {9d4;�a-'/543, iN', (43a)e�-e'N7 20-17 ,a:, . T!PA.i xr,-,Fad rw . Pom m,-,ur Pf. Sf/1/90HAitAFJ6atE G-ODD67,9 Al a P''' -.1 roraniw .at ,nat„r wn wJiiER A TttJr h., A L a - - ROAM ®TA a--F N N U O O (1) 0_ L � O � C m -0 0- O O O L a) O � = CCOO l O L.L _ O � O W:9-- I L ) 7 i b R 1 . < ") / 3'J24 B {sTE rmlE a BEurrry q� po�,F�' a p.: ('�(�klj��} �syr J A. Wf OR WJo t 3' M°x, / � $ (RE Iq2 3 aELGTr d1� 7 I�TQ QUFL,�"`,� CONCRETE QR X"'k7�Et3.Fa.i E BLQ7tf� f 14aY' i.M.s. I' '�$ � 4' 24 �' L:l iSEE aV]L 2 ;3x.1E1]P7 2`/24 i" 24 4 $. AT 2 i FOR Ca KREtE eNGa1O$; SEE #{ P{RPANL1 .-.- _- 259,`-_._ ® �H 3• - SCHEDULE tKd '+EIFE'1 Z$ FG7 WORD SL'AEM. .-._, a.�3*... i' Mfa. f G4NCtifTE ANCNO% IT1r7 3' M4z. t' K. Mra SEE BECiX)NS Ott SHEET 2a *1"i ��i {SEE 'E ai Sttffi 75) ^] CL,a¢Rta ..... -_- _._-_. . -..-....18.198' (TOTAL tYiDTit).. __.. - -_ - _ -....- -- - 2.250" ._ -. ...-._-[.591:._-. f• ; r`�TPa(ynusamaac°-`°.CON�c,€OONp¢rtarc».�_______12.500`EFFECTNE w!mN__t____�__�dN3F3A°M)>Im (D - .. .➢ .Ssgs__1 �1's-aS..__..--_•-�-� `-¢,�.)r• S.MS�carc�Tc ama:as4tca:n.pa�-+.___-cifs-(-.R),'c�ii--2.250•I14J�i/P•:f'-..:fY.__7/r._.,._=ut•____�1_�A".'t�a.lm"xraaePcs,wa+EIs!m+rsrsa>_;T/m�.>Rc�� 1.354-----I.yO'^,-1.35Q`--.-,500r-i�_I-1IiiE_��^.1.--,•It�.I!r I11I1��,4.r s:�are(a+mn'�i'�!('i�'IiI I � , II' 7 t'- I I ; ! �` w � i , .. _\ •.-`.e_ Pwrso are,rnrr '� i �G Dm ar � W "a r E 1 i ,! I i � I •I i vaam '< 5 aaa.Eo 1 Or I it I i I I ! i I I ! I I I �! 1 � � i I i cDNanr :" ^' a7s• 1 I I - 075' ! I 'I' ! I i 1 I. i l I _i z� 2.5M• ' i I I r � li '+ i � i I. I -, ' i I I T 'T i I i I m• 1 I i Y ( I � I 1 I t 1 t I aE: vL r x iT 1 ! i < Y f s I 4b' � ,.1.. a_ ., _ 1 �-a-__..:a.�. 7.._i ,. t.-.. ,.�L.L_1.,,I1�I`i!I.'-,,L2z! ,; _' ,. I __ 3.. i i III I I Ts� e r // I `� }, r O.rx58 Met. Tti�K HEMMED _.• �- 3.5D0' + ( 2.590 - - �._. -. - .. �,��-� :...1_.!_�.1.�. L.i_L!_)__._ __�.-..�-,-._,.1 _�. t iRtr +T[LL+R ,J r � _ f ,-•.-�i.>a• zMaJ iss Dcrxr. , I 1 �Ar E.657 t' y' - _. I , __ ,_.�.. _,....., ,.. �.-.__-._._.-:- ._-..._ ..___..._.._.. .. .....-._. -. ., _ 9.L• 1 . ! - T t/•Y-e4tfn i Eros Ol � I_f�r r 1 a R,. GALVANIZED $Rii J' EDGE - , � � r'Y+ i _ _-_.._ - _... `� _ ti O .r I + r ,-,- - T-4 � ? , � , f bD X 'E T.- T "r ,r.r_ _ - yT _-r- 67 _ I - ,Wss Moo M.n t ,il i 1., • 2.➢DO 2 "i r TYP. °: "� ASTI, A_653 T- •� I R 12 � 2.24a 1 j {END PANt`L) [INT[Rst?R PNtFl7 i (RttER'+ai '+XII✓;), (RiTERKVE PANEL} 4 I (ENO PANEL) ) (EN➢ PANEL] (X7iQBOt1 1` j1NTERtaR PA€ffl(I fM0.ERfOR PM'El 1 PING PX1EL ";) . ., - f ,'.. c `..'. � (r/ eYiw aJi O } /y I } -i_-- �- NFlAtAEO 't SD T4If M 'fi DET - f :_'"• + - �SfE iA7Ti z J. a BFIbx' � r , 1 r r : 1 i ! ' �. I jl I ) }-' f _) ` I L (t r.« F .. maDE M u 1 A>t �. �.�__..� � : i s : , 1 I } E I I : :SEE Noe x, A , � 2, 3, a BELOW s� wpm 4 � I , .;.. ,r EDGE _ 4. I � �. ✓ _ 1 } ( �€ r�,E z. 4 �wW �euw�� 1 C //�� G-w GAiV. .��. ( - i I� l! 1 I+ 1. j; E# i i 1 �'! ! I+ i. i � I j 7 i, ! � I r t.. 5. e�"'tsJ r i oE,*� r x i I� v I �siTAIL A ae.a ' ",, ', i I i + ' � i i I t .1 i I :T ,i i � 1 .� i ! i ,) * ' .II ! r : Paarr 1 5 i i I # ) R -� i i i r' t �'.,,®.,.. \_�_ � z3 ?s 1 � 1 � t � ! � i 9� , } : � t I I�a � � I � j � ` f � ( i ,� E � � u,r«.+.,. wm I � t 7rtp �-•-t. gC".�; _ 1 .,_, � O" . i , 1 � -_ '�r • I ! I� '* I -- ' I It - I rom• mN I 1- - - ._..__... f � 3 ._.r.aisa e ..�J � , • :. I � : � !. , � I Y � I 'm Pn�s W I ' • .z , I 4 1 p{ >n n' i { � P� � i)i �» ( ,. r A t I I� � ! � � ! M �I' i I: / i mFemrr I aw -.i t t - - --. __._..___a.2sQ` - _ - _:-_.___ :isa" .'!� Fr-'--•--.2.47G"-•-� � I {{ , I , , ! +. ! ( j: ;.. , � , #:: Ba%:�a__._81 � I t r ! I I � ' , <r..M,s...wJ i i - i � � ]/ 2Ilw+• �' I � f .. I t � , , 1 '4,r_ I ! �', . I � I DSP) I us. Wf�T� i a 1 ! 4� A 4 ! + ) � � I I ° € wWc ,r as 1 STORM. P N a r I I� i I I, 1, I 11 I I l � �1 I �' � 1i s ....Qf 1 i 5 I I 1 �A.EL .,__ _ ,2. 7G _; I � L � I � i I � _« ' ; � IL .. 1 ,: is w_-1 ! _..; ' ._.> __' , _..... , : _ . _ �."...."t�..1 1 I _. d �.., P ! I + �. f k, .� .,) .r2^ Wmcra,Trs L � � --•- gg �B A7 P2 WiNGNYiB � ) FA_ .�.._ � � -.i _ _._��..__......, �.a. ...._.+a. ..i..-.�_L._. �_��..� 1 I_-:_., ._..,._�- . 1, �...f�_a97 . - -- _, • ' _._.,..'yF.... T._, a➢ x •L• ___`•_ ..r._....,.�a 'sfa_' 1 1 k � I 1 , ( T I 1 r 4D x .L' { � �- 11.. 1-'� ;- q � � ; � ; I'7 1 T'= ", T ; T _1­1. i ., l I >kW_.�.� I I- r � 1 _"..�` a . }... I ,,.. i , .�' € � f I , I � .f � �_; I -[; i ..-,„�. � ,:. I I � � ' i � ' i., 1. I � I i � I 1 I ! ; + 1 I ' I1'�iji[�,,iIt!y�.,3.�EDU7RACR#(���BtI,.'n.+��.-wJ,_.1.L.._.tt#,�s,�EI°�}�e;���i�!iIir:.11��-��-;�I'N4�1'iis ' ������.��.�.�.,�..zS+..L d..�_t-x.� _ 1 , SEE 5a+Lbuu S' f ] I sts W'rocwim�! d 1 /" L_ L-:-�-.1��.-... �:_'�.'._-,;.."' i ."` s _s T._._......_q ...._.: _..-...._ ,.�.._ ' �ON SNEEi in GN 3tiFT PS .Tj �. i u/xy_�td. lakrYra,. S ET1D 1.1P _ /`y .- "` > ' Ly,._, SEE NOTE a BFS.Dw_ -+ a.,,-,...._ 4-.m.. i 'sFF: NOTE a, r t.- "..__..._.-. rArEELMAn.. Cn,7 rroR EAP. - � 1 ay,: W. I L- rDR M:,. I � -""`IsatEnLe:E # � �,,:. w. - � ,a, scsrnA]!eN d{ � I sePAP�roR � 1 �'W w� SEE scaaD(nE f ; s zcat• �� �'roR`� TrD+;---ddl ! T/A'r~s✓./ _.__ tTNa DGIArtETE ANcl+orss: SEE aciva - r -! _�'�.,r..-,s_ >. _ `_.�1 I ra L(wts I ! j�R'•'" I ,o Gvss, r. _. - .'• ^, - .I50' .•- Max. I Mmx. iJAY BE LOCATE➢ (AYERNA7E La"ATXrN i T 8`r ;i)3 w +M.i1)7 L I �� N 9Y4Y a/ I O 4LiSS, i ayt s W/ HEMLiEO EDGE. -' .' - } _... P54• ,. � Gtt ytLiT 23; FUR WOOD SCAEYI: Kin At END DR 1 1/r i if2"- AT EHD PM+ELr,) I ( 1 k41G 1 , 7 fa'' ieR Yn �ARxTKN(- �, / EWih' GRALw � .. z � -"' _ -SEE sEDrmud ON SKEET 26 a' I rw? • � , I rD was. T ra3 )r l i ,,.•� r'9 __.R.aD)3• sue: , 2• - ! 'xitt 3 '.(y1oR(3 W/ DR Wj�.�7 INrtx1oR aAJrELS: -]s• _ I ! ! ifii'EkY onaw � ( I �rAY i w A ! y„r"' �t x , OPENING N_etAYS � tit6lNbEb Wj � ! Jy - -.-- _- I I � r pFENINb ALWAYS BE PIR7VroED qj ('L ! T ..^ _ i ! - g ./-:• � .� ._ Wx _- . 11 , � , L15T PANEL Cli Ta BE WSrAtiEp AT QHEACN SNN�' PANEL � I i f ' _#" i' % � G { f ' e13• I r SDI' CAST PM'F! 5 YO f� tNSTMFE➢ A, €KN � I c � it I ,� a tD.de // � _--_ I I REM t1Ar7TXE TO FACILITATE drST/i1AiWN t E I - p T--# - d/ '�, � -_ E �`` i� _ / I EAR HANDLE ro FACILITATE Rmu1An 1 IF Iw?EROEo To BE !NsrstJ,f➢ FROM ' a .. _ - Gj i .+ - --- -_-- i - �__' �a zz I ! _.. I f�./ �. � - f 2s' ' + L 25" _ Ir 11rFENDED rQ BE INSTALLED FROM I INSIDE OF STRUCTURE, S _ i i € �-! '.5 I 3 f ' HcuASt°ED � n � scut s/37' - r INSIDE OF sTRucruRE. I s>cuE sl32` - '. I ! r--- -i--..A - 8� �_ I ' I ei � � j i I ,✓ � - i ".�"- - � � }� �f.-'. I 1 too . r 1/+' Iw.. 2.P +fa' Emx. DIP I I ! i w(T , g I �} 1 3 $ I r '�... • , h e 113.75D f • �" � � n/ay style Ms � � 'a `r' ! I G' .� � V ( t ��� i � 'P t i � f '/4` Nn: eta !H• Xec GAP-1 `. I _�� I r' i & 1 � � I m " I"1 I im i g H �' 1 �%,-_. l i � �� � I t � k i,Nn a ,r 5 I _ e ! -) C 2.oao•j I 2.D6O'I - -__ -_ Q i 1 � 'r hr.3'Ma..) � [ r s j! a � - r. $ ISOMETRIC VIEW, QE1.NL ROUNDED CORNER w ENDS OF PANEL'S I "--5 � � l i T 2 OR �WJ � W/o �. � • i � p�{/,(c ratMtD i �' ; //4 ` R j I � �. i �' , , // ! � 1 END UP W/ HEMMED EDGE. .. , L i 125` 75D" i 1 i' Ttf 'µTErNATE uk`AnbN E'arpxTE zxT' ft � � oG"' I �- I ; �. �. _. I � � � � (N,T'.S) t -�� _ 4 L_4. f I-'---� '-_.�__ 125" xAen ,. I«' � m Y ,r 1 I 1 i i - � -i_ _. � � �- t___._ i SEC7fON A -A �ECTICN 8-8 AT END PANrs7 m,teDEn a , ;� ,n„ArA !} l i i.. _. - 250" --I LL L STALE 3f3Y .- T' ��5 : aw.E 3/32' - 1" aesrAtn.° � f. ! -a } � t � �t � _ (1) OEFIN DN OF ^+FFKF6 ,LIDO: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANES +� `.-'` CdGMiff' Pa L T - __- ._s" uar_ _: ti¢�5.® �• T �`.. i f t(.'t,-wW*' Ms. wE s,. �ni, TRACKS AT TOP & PANELMATE PLUS OR 15" LONG j .. 14-�gxP�'� j!p - ,: {I).. AEE7R!?1ON_.e2E..iER11�.2diQD':: E - Z 14xTrG STORM FANEI,. SYSTEM CONSISTING OF PANEL > AT BOTTOM Wj PANELMATES, r„``•'°A•'rm3/k` eta ,Si i rwPaD�( ... T. ,, v 11 Nft - "W1wUXx 6 .. .. -f >T -r' Min.-. as. w(r/ra3IJ3' a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„ "�• $ " a A _LI N »I i" (Z . Eno PANEL$ 5HAU. ALWAYS BE CONNECiEDTO E� NO SELL WALL BY MEANS OF '�.. s � 7,1A`. 'sAa mN T Jd) f, y � cTE ^--22a--w---a.)-- Hut r!••wam'3fo aEauwED fa x41fa' E+'i e4 I rj, RlwuffD ,y f 6w td>a :;.' �' �p�'s-mq J�' e Y� t,�^��•..t *� � _'S t#Z LUN,:nca INOaxs ,,( 1,rro-ma/e iN(rEnsaen Oda' �..16. � U "� !�"`-""��^' �-� A .� _ (2). D PANELS 61t0.LL ALWAYK 13E CONNECTED TU 80TTOM TRACK 01'HETtWkSE A STOP 6AR PANFIMATES OR: EF USED NTiY W/ 15" t.tlNG �1�)I TRACK AT @aTTaM, END PANELS Win. x �qm� t �S ,,` : I -.,. _. fe.tfar e,m• , �usm) 1 1JA wh E (BD SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �' 8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '� -^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i- � �AI,,,,L. AHiF DINS. oe m[Fr yy1 '-�`-�. W+ Merorm'ws . /A , Ij4"®-20x3/a" M.S. wr 7f8'Pa3r32 w9biG M,1T QR ]/a•h3Jd' Min. rHUMLRSCREW € WA I 6# NTINC #HST i N '#s VJ INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1 �i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J {BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y� j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■ { )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5 p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/. 1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw _��` �L/ �y n N T50" � �R55' (Typ.) A.".v, CEN•:✓��T5at1iH11Uftfrydr/NOTNEEDTO6ECONNECTEDTO2BYAA'YMEWST1tAACR�g2�)R.S�STx11EDI�x�y�{.�snvtoNsa£x33.'r'a`�.•••,..•..,'',T�'i'�I,j� II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4 I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ = 11 � = NO. 44167 •'• •...1-1- C EN �., ✓,�yr=,'=` � I E� r� hMM..�»s GP-�,.i,.,�. NO. 44167 I -� � '- . ' Tt : T � FLORIDA BUILDING CODE Hi h Velocity NUT ricane 2➢na ,� � FLORIDA BUILDING CODE HI N Vetooil HiJrrfcone Zone) (-,•-! FLDRIDA BUR.4THG COaE HI h NurNaane Zone) _- � � 9 ) a Y -- t URAMN 0 � � w E�urriaws cur BE Velocity Q : :,�_.__..75c1"_ ,._._ :-:�`- 9 •. = 43DM +alii0. INC r,p, � m7e10 TxTEW, atC F.P. d137M4ATi0N ANY wA'r rD. SiAT dNY � �.. " 1rD20 MTiC4. YtC FA. �, Mox. ATf OF = 20 GAGE GALVANIZED STEEL STORM PANEL Na, 4 � 67 ,. ZO GAGE GALVANIZED STEEL STORM PANEL � l ' STATE {}F 2() GAGE GALVANIZED STEEL STORM PANEL ------� "s9p• � `' ,�- eT. - •* z --- DaAWtr ar. i� = 9'. z _ 2 ' DRAWd er. M GRID - � _. '„� /, * :, R=�" � •,,..,. DT/sdfsnn �'r ^=��'ax'°o;:...®�..t..»r uTf3alwsa �IL...i ___._' LD. L rat �..... F O'•. f , ate.` . Dr/3aJ3G� t` r � •--�. GLOBAL PROTECTION PRODUCTS, LLC. : •t:`- STAT CP : re � � -`> GLOBAL PROTECTION PRODUCTS LLCx ;�FF;- >1 ...... �A.` j GLOBAL PROTECTION PRODUCTS, LLC. AAre �7 3 as�'(td.�.�.tl.M,�A,('(GLE �a STOP BAR =''''.S NAL"' ,• Ii. E C O IMc ,„ _ sGb.E: i s• . T- �•� •, IL E C ID Ir�c Sj GTL ��Iw �+r �y TT' LONG {''r'l. tNN+NEM�'�'�•"�`' aAN1 sty. iY SlPEET "'- %�L•%` f£ )�±�•"�"iY7 flL iZ�ir s►V INS- IdGD s.W. nt sTPEZT d rM�a /. � X ••. •. s'Ly f � CAW su st sHTEEir I TILER RaTINP A: EMfifNF.ERiNe COMPANY INANE, R 333ta 2.a-? 7Fi '+, ef' �,. (j ,.•' \�'° 1aLUT EdTINa a ➢KOHL NL' COMPANY aEME.. n. 3J.'Ha � - t N5 Ra. .�-,.­ dMaae,. ttPANr #I :vE:' !T: )a31a «.R un. a, M.. xa PNOHG� (ad1)adm-7s+s, rAx tss47rA'u-e7RT +., �'' ty � ; � *x.nr. 4N, a. ma. FNOOr, n srxA PHanT:. tase)na9aneD, rnx: tus47°aae--srrT 24-476 a //' t f , tinitsTwo a'-R+u u,w Pwexa: Sas+7sR°_rs+A. TAIL': {!es4}ada.dr°x 20-176 Q B48S-TS Alum. ALkv LOY f +tee : txm mr .nto'. r.. , MON nl-tsar r a1' � �,__-_- Pam.. ,Hari .-I.,ean , mr : t�+i dn_tm, A.E. DNAttAtE iktTE A-aDDATt9 alaa.mN aa' -.1 nwwnaw, sae ORAMNO rr/A 51,,E "`""� cA-otwa2aa fii:.-aa➢a7]D ra, ,. .orr„a sa.r. .u,e'arr wa D!twND Ne, j YAAllrlf A a Ja:, P,1.. era txn a.swa. 4 - � INrNdt ai+ixi SEAy^SIONSYUPE/Pt2 wALiER Ak riLtU fie., P.E a+ a. may wa 1Y+AXirM Po, � P E. SEA! ja!eNAirP1EJDnr , rs ta.,.E _� - J DEN as S. i _ _ .FIRST 22 et 2a .-..,.----.-•,.,- _ Bat:. _ - ANELT xt DF 2@ WMTkA A. 1LLL1I Jr.. P.r. a SHEET N0. SH 1.2. [�'R'NFAAI NOTES: V 1 tD -? ('M„Rg PANFt CY'stFAi 1.. E-•Z HANG STORM PANEL SNDwH ON THIS pRODUCt EVALUATION DOCUMENT (P,E.D.) WAS SEEN 1[RYA!EL FOR COMPLIANCE IN it I) MINIMUM EMBEDMENT OF TAPCON ANC44OR5 AND vANELMAlE FEMALE TO 4 RANEI4ATE PLUS INTO CONCRETE ACCO RDANCE WITH iTHE2 020 (7kh EDR:C,N) OF THE FLORIDA BUILDING CODE, STOCK Sfu-t BE t 1 r DESIGN WIND LOADS EiI CODE, SHALL aE DETERMiNAS PER sEL'TC DN 182D OF THE ABOVE MENYIONE D .5.2 NF 1/4'- % 7/6' IN ) MINIMUM EMBEDMENT EMBEDMENT O CALK ANCHORS SHALL BE iS 7/0' INTO CONCRETE, FOR A WIND R R THE SPEED AS £OUT ED BykE UL1R LSO1CTt0N WHERE THESE SHU rTERS WILL BE 4NSTAL+_ED AN{} ND EM�DMENT INTO ANY FI. i$ MATERW. SHALL BE PERMR7E0 PtTR A DfRE 1TY FA 7- CT70rW. CTt)R KoxRO.B USING ASCE is AN 5 NOT T t :: M [ 5 D HALL EXCEED ME MA%MU A.S.D... j 4` m- 1 20 SS SIDEWALK BOLTS USED SHALL B N(S HOULO ANY FTNf51. i DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 25 & 26. / E LONG £NO11G MATERIAL EXIST} TO ENGAGE S/A" ETTT . 0 ANCHORS, ttd ORDER T VERIFY TINE P O ABOVE CANTAT10kd, ULTIMATE DESIGN NiNb LOADS DETERMINED R -t E ASC`€ % $ SHALL BE FIRST R GED TO AS..D. DESIGN WORD LOADS Y MULTIPLYING THE M EM BY 0.6 IN k OROC'.'i7. A 8.3 . CASE THAT P STORE, OR PRE ) Kd RECAST G5T CONCRETE PAWLS 6E FOUND AN THE E%SSTtNG NALA, TO COMPARE THESE Wj MAX. (AS D) t?E,SW.N PRESSURE RATINGS INDICATED ON SHEETS 25 8' 26. ANt310RS SttA£,E BE LUNG ENOUGH ?D REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE IN ORDER TO VERIFY - THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT MR STRESSED. A 33X INCREASE SHALL HE AS MENTIONED ON B,]} AND IN 3.27. IN ALLOWABLE STRESS FAR WORD LOADS WAS t USED IN THEIR ANALYSIS. ASTEN ERS SPACING O WOOD HAS BEEN 4ETERMtNED IN ACCORDANCE WITH N.O.S.:at5. (C) ANCHORS SHALL 6E ir$TALIEII FOLLOWING ALL OF THE RECOMMENDATIONS- AND SPECIFICATIONS OF THE ANCHOR'S MANL)FAC'.YIRER. STORM PAN + ELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN TN . ACCORDANCE VERIFIEDORDArECE WTTtt SECTION 1 626 OF THE ABOVE MENTIONED CODE AS PER FENES'TT'TATM)N TFSTNG IABORAi0Fi7•, INC. REPORT IT 2032, tv5 PROTOCOLS TAS-201, li t7 Sr1Al1 BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER tA5-202 AND TAS-203IS TO BE ATTACHED TA 1h5UR"c PROPER ANCHORAC,E. THIS SHUTTER SHALL ONLY ONLY F?E ATTACHED TO CONCRETE, BLOCK 2. THIS SYSTEMHAS BEEN DESIGNEDi0NEa TO RE BtSTALLEO ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS, II451DE W/O THE USE OF A LADDER OR LIFT THIS AAPLIGTtOtJ IS VALID WHEN INSTALLATION iS. INTENDED To TC RE PERFORMED 12. THE INS.N.tA17QN CONTRACibR i5 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUiLOlkG TO PREVENT WINO/PNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI. AROUND FULL SERIES ] S. 5r. 400 INSTALLATION ISAPRty^.-`ao,F TO � SINGLE AN @LF HUNG STYLE WINDOWS D COU WHEN INSTALLATION IS REQUIRED Tn BE LENGTH. PERFORMED FROM IN' N< c INSIDE OF STRUCTURE< 13 STORM PANELM 'St At1ATTON SHALL COMPLY t YATN SP £CS INDICATED N THIS NY- DRAWRiC PLUS ABUILDING AND ZONING a. SERIES 2000 IN ST A LL aTKN4 i5 APeL-CABLt TO SINGLE AND DOUBLE HUNG AND HORiON'A; SL UcTS STYLE W+NR-OS WHEN N REGULATIONS PROVIDEDBTTHE UUR3 SDCiON WHERE PERMIT IS APPLIED TO {rTALLATION 5 REOUIRGD TO BE P?RTTtRME6 FR({Ai THE INSIDE OF STRUCTURE- la. A1RK)M WINDOWS AND DOSX254 INC. E - Z HANG STORM PANEL SYSTEM`" 15 PARENT PESAINO. 5. ALL ALUMINUM EXTRUSIONS TO BE 6053-T8 ALLOY AND TEMPER UNLESS N0 ?xD '" 5 To) THIS PRODUCT" EVALUATION DOCUMENT P.E.D, PREPARED THIS I P ( OTHERwOTHERWISEE D 1 { } 8T ENGINEER S GENERIC AND DOES NOT i{O550F. INFORMATION FOR A $ITE SPECIFIC PR0.EF.Ci; ;.r. WHERE 714E SITE CONDITIONS DEVIATE F+°ION THE P.E,D. 6. ALL ALUMINUM SHEET METAL USED At CLCFt74ES SNA1,6 HAVE 3105-N.1a ALLOY. b) CONTRACTORO 9E RESPONSIBLE FORTH E E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF %. ALL S1EE1. SHEET METAL PANELS SHALL HAVE STRUCTURAL 1.1TY STEEL_ - ABTM A- OVA:653 GRADE SD Min*, fALVaWI STEEL. THIS P RODUr �T aASL=SI ON T1eS PE,D PRPROVIDED, HE/SHE DOES T<O T 2"ED E(S+DEVIATE'. FROM THE CONDITIONS DETAILED ON DESIGNATKEN W/Fy= 98..5 kdl (AFTER ROILED). THIS QOCUMENT CONSTRUCTION SAFETY AT SHE is THE CONTRACTOR'S RESPOA'S3atUTY• B. ALL SCREW I� S TO RE STAIN fi *{' _STEEL > a R 316 i G NSi SERFS OR CORROSION RESYSTANT COATED CARBON STEEL AS PER DIN c) -THIS PRODUCT EVALUATION DOCUMENT WIL L of CONSIDERED INVALID IF M (TrOiTE7. SOO-8 Wr 50 ar1 YIELD 57RENAT14 AND Ofl Nsl TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUILDING CODE SECTION tat 7.3.3.4 m SITE SPECIFIC PROJECTS SHALL - ALL BE PREPARED BY 0. FEAR !ST () FLORIDA REfs EiTEO ENGINEER . OR ARCHITECT WHICH L 5. BOLTS TO BE ASTM A 30 GALVANIZED NS4 :,. IE EKG'. L. � EEL. OR 3Ub SERIES STAINLESS STEEL. W"^H 38 kd MINIMUM YIELD STRENGTH. BECOME TENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND WHO wEl BE RESPONSIBLE FOR THE PROPER USE OF iNE P:E U. ENGINEER OF RECORD, AL'11NO AS A DELEGATED ENGINEER TD THE R.E.D. ENGINEER, SHALL 10 ANCHORS O WALL SMALL BE A5 FOLLOWS; SUBMIT 7G THIS LATTER THE SITE SPECIFIC DRAWINGS FAR tTEtigEVT (A) TO EXIrnN:i�lII4LD._:T�;.:ioETE: (a) THIS P.E.A. SHALL SEAR THE DATE aHD OPoCIN7. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER DC - 1/4"0 TAPCON ANCHORS AS MANiYrA„^TUREO BYIT.N. BipLD£%. INC (MIN. Ii_ c=3191 P.i.) REGARD THAT PREPARED 1 a' a % t ' B CALK -IN ANC AS MANUFACTURED DE1Y T INC. (MIN. r' _ / +1t)RS. Ott AL t 36OQ c�, ) - EL MANUFACTURER'S LABEL 5MF11 UFi - J14-10 PANElA1ATE 1'GULE ID $ PANELMATE FUJS ANDHORj. AS MANUFACTURED 'BY ELCO CONSTRUCTION PRODUCTS i6. STORM PAN . � LOCATED 0N A READILY Y15rai...F . LOTION AT STORM PANEL IN ACCORDANCE 'MIN SECTION77Q9.9.3 Of FLORIDA BUILDING CODE ONE LABEL S!LAtt BE ,LACED FOR EVERY OPENING.(/'a-35SQ p.a.l.} LABELING TO COMPLY WITH SECTION '. %a9.B.2 OF THE FLORIDA !iVriDVNG CODE 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE '. 3J4` AND 2` Ft}R PA•NEUAATE FEMALE YD & PANELMATE PLUS. A2 MI MINIMUM EMBEDMENT OF Ile- $ # 8" CALK -IN ANCHORS SHALL BE IS 7 -B" INTO CONCRETt. NO EMBEDMENT LtiT. r j D ANY FINISH MATERIAL ` SHALL BE PERM'TTFB. TJ<` 0-20 SS SIDEWALK BOOTS USED SHALL BE LONG £NOIM"iN(SHOUID ANY FINsSN MATER3AL EXiSTj 7O ENGAGE 3f4` MNNrgr INTO ANCHORS. �pN*H A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND DN ir1E EKIS:t(NTx WAIT OR ,� .,ljnL„ FLOOR, ANCHORS SHALL BE: i,O4K`r ENOUGH TO TET REAL&1 TitE 14htN STRUCTURE BE211NL'` S.ICN PANES, ANCr'ORACE SHALL ; '•.'v+�}�% I BE AS EBrmr�rx IN Aij AND as A2}. ° ND,44167 (B) TS).}}t�L..L.GBtCftETF' B(a.'x, wAei, `«, "_ FLOitIDA BUILDING CODE (High Velocity Hurricane Znna - 7 J4' m TAPCON ANCHORS AS MAA}LiF`ACTE,.NtED a7 E.T W aUILDEX. INC = ) - 7Jd' P % 7f8` CALK -IN hri{;rtORS. AS MANUFACTURED BY DEWALT INC. (CmwiSOQ P,m.l.) ,�"+ f+ > A13OSn 1A1EM, eiC FP. - jt4_tD PANELMATE FEMALE IO AND vANELtMTE PLUS ANCHORS, AS MANUFACTURED BY £FCC CONSTRUCTION g ' ,.'.�+'. R 24 GAGE GALVANIZED STEEL STORM PANEL rYCMTt It, PRODUCTS (t'm=2071 P.x.i.) ---Y a%' �� 4 / . �'' ,"�" �. GLOBAL PROTECTION PRODUCTS, LLC. 07f'°�_ ° _ _ � � asd f' � c o FMz \ adm Sw �, - DA>< Fa it+E} x - , Trsmeo a AN96i6ERat0 COMPANY Dav{; FL :33,+ .. A4. +� r ](A m.nw twaoa ft U,M CNSrtls {9d4;�a-'/543, iN', (43a)e�-e'N7 20-17 ,a:, . T!PA.i xr,-,Fad rw . Pom m,-,ur Pf. Sf/1/90HAitAFJ6atE G-ODD67,9 Al a P''' -.1 roraniw .at ,nat„r wn wJiiER A TttJr h., A L a - - ROAM ®TA a--F N N U O O (1) 0_ L � O � C m -0 0- O O O L a) O � = CCOO l O L.L _ O � O W:9-- I L ) 7 i b R 1 . < ") / 3'J24 B {sTE rmlE a BEurrry q� po�,F�' a p.: ('�(�klj��} �syr J A. Wf OR WJo t 3' M°x, / � $ (RE Iq2 3 aELGTr d1� 7 I�TQ QUFL,�"`,� CONCRETE QR X"'k7�Et3.Fa.i E BLQ7tf� f 14aY' i.M.s. I' '�$ � 4' 24 �' L:l iSEE aV]L 2 ;3x.1E1]P7 2`/24 i" 24 4 $. AT 2 i FOR Ca KREtE eNGa1O$; SEE #{ P{RPANL1 .-.- _- 259,`-_._ ® �H 3• - SCHEDULE tKd '+EIFE'1 Z$ FG7 WORD SL'AEM. .-._, a.�3*... i' Mfa. f G4NCtifTE ANCNO% IT1r7 3' M4z. t' K. Mra SEE BECiX)NS Ott SHEET 2a *1"i ��i {SEE 'E ai Sttffi 75) ^] CL,a¢Rta ..... -_- _._-_. . -..-....18.198' (TOTAL tYiDTit).. __.. - -_ - _ -....- -- - 2.250" ._ -. ...-._-[.591:._-. f• ; r`�TPa(ynusamaac°-`°.CON�c,€OONp¢rtarc».�_______12.500`EFFECTNE w!mN__t____�__�dN3F3A°M)>Im (D - .. .➢ .Ssgs__1 �1's-aS..__..--_•-�-� `-¢,�.)r• S.MS�carc�Tc ama:as4tca:n.pa�-+.___-cifs-(-.R),'c�ii--2.250•I14J�i/P•:f'-..:fY.__7/r._.,._=ut•____�1_�A".'t�a.lm"xraaePcs,wa+EIs!m+rsrsa>_;T/m�.>Rc�� 1.354-----I.yO'^,-1.35Q`--.-,500r-i�_I-1IiiE_��^.1.--,•It�.I!r I11I1��,4.r s:�are(a+mn'�i'�!('i�'IiI I � , II' 7 t'- I I ; ! �` w � i , .. _\ •.-`.e_ Pwrso are,rnrr '� i �G Dm ar � W "a r E 1 i ,! I i � I •I i vaam '< 5 aaa.Eo 1 Or I it I i I I ! i I I ! I I I �! 1 � � i I i cDNanr :" ^' a7s• 1 I I - 075' ! I 'I' ! I i 1 I. i l I _i z� 2.5M• ' i I I r � li '+ i � i I. I -, ' i I I T 'T i I i I m• 1 I i Y ( I � I 1 I t 1 t I aE: vL r x iT 1 ! i < Y f s I 4b' � ,.1.. a_ ., _ 1 �-a-__..:a.�. 7.._i ,. t.-.. ,.�L.L_1.,,I1�I`i!I.'-,,L2z! ,; _' ,. I __ 3.. i i III I I Ts� e r // I `� }, r O.rx58 Met. Tti�K HEMMED _.• �- 3.5D0' + ( 2.590 - - �._. -. - .. �,��-� :...1_.!_�.1.�. L.i_L!_)__._ __�.-..�-,-._,.1 _�. t iRtr +T[LL+R ,J r � _ f ,-•.-�i.>a• zMaJ iss Dcrxr. , I 1 �Ar E.657 t' y' - _. I , __ ,_.�.. _,....., ,.. �.-.__-._._.-:- ._-..._ ..___..._.._.. .. .....-._. -. ., _ 9.L• 1 . ! - T t/•Y-e4tfn i Eros Ol � I_f�r r 1 a R,. GALVANIZED $Rii J' EDGE - , � � r'Y+ i _ _-_.._ - _... `� _ ti O .r I + r ,-,- - T-4 � ? , � , f bD X 'E T.- T "r ,r.r_ _ - yT _-r- 67 _ I - ,Wss Moo M.n t ,il i 1., • 2.➢DO 2 "i r TYP. °: "� ASTI, A_653 T- •� I R 12 � 2.24a 1 j {END PANt`L) [INT[Rst?R PNtFl7 i (RttER'+ai '+XII✓;), (RiTERKVE PANEL} 4 I (ENO PANEL) ) (EN➢ PANEL] (X7iQBOt1 1` j1NTERtaR PA€ffl(I fM0.ERfOR PM'El 1 PING PX1EL ";) . ., - f ,'.. c `..'. � (r/ eYiw aJi O } /y I } -i_-- �- NFlAtAEO 't SD T4If M 'fi DET - f :_'"• + - �SfE iA7Ti z J. a BFIbx' � r , 1 r r : 1 i ! ' �. I jl I ) }-' f _) ` I L (t r.« F .. maDE M u 1 A>t �. �.�__..� � : i s : , 1 I } E I I : :SEE Noe x, A , � 2, 3, a BELOW s� wpm 4 � I , .;.. ,r EDGE _ 4. I � �. ✓ _ 1 } ( �€ r�,E z. 4 �wW �euw�� 1 C //�� G-w GAiV. .��. ( - i I� l! 1 I+ 1. j; E# i i 1 �'! ! I+ i. i � I j 7 i, ! � I r t.. 5. e�"'tsJ r i oE,*� r x i I� v I �siTAIL A ae.a ' ",, ', i I i + ' � i i I t .1 i I :T ,i i � 1 .� i ! i ,) * ' .II ! r : Paarr 1 5 i i I # ) R -� i i i r' t �'.,,®.,.. \_�_ � z3 ?s 1 � 1 � t � ! � i 9� , } : � t I I�a � � I � j � ` f � ( i ,� E � � u,r«.+.,. wm I � t 7rtp �-•-t. gC".�; _ 1 .,_, � O" . i , 1 � -_ '�r • I ! I� '* I -- ' I It - I rom• mN I 1- - - ._..__... f � 3 ._.r.aisa e ..�J � , • :. I � : � !. , � I Y � I 'm Pn�s W I ' • .z , I 4 1 p{ >n n' i { � P� � i)i �» ( ,. r A t I I� � ! � � ! M �I' i I: / i mFemrr I aw -.i t t - - --. __._..___a.2sQ` - _ - _:-_.___ :isa" .'!� Fr-'--•--.2.47G"-•-� � I {{ , I , , ! +. ! ( j: ;.. , � , #:: Ba%:�a__._81 � I t r ! I I � ' , <r..M,s...wJ i i - i � � ]/ 2Ilw+• �' I � f .. I t � , , 1 '4,r_ I ! �', . I � I DSP) I us. Wf�T� i a 1 ! 4� A 4 ! + ) � � I I ° € wWc ,r as 1 STORM. P N a r I I� i I I, 1, I 11 I I l � �1 I �' � 1i s ....Qf 1 i 5 I I 1 �A.EL .,__ _ ,2. 7G _; I � L � I � i I � _« ' ; � IL .. 1 ,: is w_-1 ! _..; ' ._.> __' , _..... , : _ . _ �."...."t�..1 1 I _. d �.., P ! I + �. f k, .� .,) .r2^ Wmcra,Trs L � � --•- gg �B A7 P2 WiNGNYiB � ) FA_ .�.._ � � -.i _ _._��..__......, �.a. ...._.+a. ..i..-.�_L._. �_��..� 1 I_-:_., ._..,._�- . 1, �...f�_a97 . - -- _, • ' _._.,..'yF.... T._, a➢ x •L• ___`•_ ..r._....,.�a 'sfa_' 1 1 k � I 1 , ( T I 1 r 4D x .L' { � �- 11.. 1-'� ;- q � � ; � ; I'7 1 T'= ", T ; T _1­1. i ., l I >kW_.�.� I I- r � 1 _"..�` a . }... I ,,.. i , .�' € � f I , I � .f � �_; I -[; i ..-,„�. � ,:. I I � � ' i � ' i., 1. I � I i � I 1 I ! ; + 1 I ' I1'�iji[�,,iIt!y�.,3.�EDU7RACR#(���BtI,.'n.+��.-wJ,_.1.L.._.tt#,�s,�EI°�}�e;���i�!iIir:.11��-��-;�I'N4�1'iis ' ������.��.�.�.,�..zS+..L d..�_t-x.� _ 1 , SEE 5a+Lbuu S' f ] I sts W'rocwim�! d 1 /" L_ L-:-�-.1��.-... �:_'�.'._-,;.."' i ."` s _s T._._......_q ...._.: _..-...._ ,.�.._ ' �ON SNEEi in GN 3tiFT PS .Tj �. i u/xy_�td. lakrYra,. S ET1D 1.1P _ /`y .- "` > ' Ly,._, SEE NOTE a BFS.Dw_ -+ a.,,-,...._ 4-.m.. i 'sFF: NOTE a, r t.- "..__..._.-. rArEELMAn.. Cn,7 rroR EAP. - � 1 ay,: W. I L- rDR M:,. I � -""`IsatEnLe:E # � �,,:. w. - � ,a, scsrnA]!eN d{ � I sePAP�roR � 1 �'W w� SEE scaaD(nE f ; s zcat• �� �'roR`� TrD+;---ddl ! T/A'r~s✓./ _.__ tTNa DGIArtETE ANcl+orss: SEE aciva - r -! _�'�.,r..-,s_ >. _ `_.�1 I ra L(wts I ! j�R'•'" I ,o Gvss, r. _. - .'• ^, - .I50' .•- Max. I Mmx. iJAY BE LOCATE➢ (AYERNA7E La"ATXrN i T 8`r ;i)3 w +M.i1)7 L I �� N 9Y4Y a/ I O 4LiSS, i ayt s W/ HEMLiEO EDGE. -' .' - } _... P54• ,. � Gtt ytLiT 23; FUR WOOD SCAEYI: Kin At END DR 1 1/r i if2"- AT EHD PM+ELr,) I ( 1 k41G 1 , 7 fa'' ieR Yn �ARxTKN(- �, / EWih' GRALw � .. z � -"' _ -SEE sEDrmud ON SKEET 26 a' I rw? • � , I rD was. T ra3 )r l i ,,.•� r'9 __.R.aD)3• sue: , 2• - ! 'xitt 3 '.(y1oR(3 W/ DR Wj�.�7 INrtx1oR aAJrELS: -]s• _ I ! ! ifii'EkY onaw � ( I �rAY i w A ! y„r"' �t x , OPENING N_etAYS � tit6lNbEb Wj � ! Jy - -.-- _- I I � r pFENINb ALWAYS BE PIR7VroED qj ('L ! T ..^ _ i ! - g ./-:• � .� ._ Wx _- . 11 , � , L15T PANEL Cli Ta BE WSrAtiEp AT QHEACN SNN�' PANEL � I i f ' _#" i' % � G { f ' e13• I r SDI' CAST PM'F! 5 YO f� tNSTMFE➢ A, €KN � I c � it I ,� a tD.de // � _--_ I I REM t1Ar7TXE TO FACILITATE drST/i1AiWN t E I - p T--# - d/ '�, � -_ E �`` i� _ / I EAR HANDLE ro FACILITATE Rmu1An 1 IF Iw?EROEo To BE !NsrstJ,f➢ FROM ' a .. _ - Gj i .+ - --- -_-- i - �__' �a zz I ! _.. I f�./ �. � - f 2s' ' + L 25" _ Ir 11rFENDED rQ BE INSTALLED FROM I INSIDE OF STRUCTURE, S _ i i € �-! '.5 I 3 f ' HcuASt°ED � n � scut s/37' - r INSIDE OF sTRucruRE. I s>cuE sl32` - '. I ! r--- -i--..A - 8� �_ I ' I ei � � j i I ,✓ � - i ".�"- - � � }� �f.-'. I 1 too . r 1/+' Iw.. 2.P +fa' Emx. DIP I I ! i w(T , g I �} 1 3 $ I r '�... • , h e 113.75D f • �" � � n/ay style Ms � � 'a `r' ! I G' .� � V ( t ��� i � 'P t i � f '/4` Nn: eta !H• Xec GAP-1 `. I _�� I r' i & 1 � � I m " I"1 I im i g H �' 1 �%,-_. l i � �� � I t � k i,Nn a ,r 5 I _ e ! -) C 2.oao•j I 2.D6O'I - -__ -_ Q i 1 � 'r hr.3'Ma..) � [ r s j! a � - r. $ ISOMETRIC VIEW, QE1.NL ROUNDED CORNER w ENDS OF PANEL'S I "--5 � � l i T 2 OR �WJ � W/o �. � • i � p�{/,(c ratMtD i �' ; //4 ` R j I � �. i �' , , // ! � 1 END UP W/ HEMMED EDGE. .. , L i 125` 75D" i 1 i' Ttf 'µTErNATE uk`AnbN E'arpxTE zxT' ft � � oG"' I �- I ; �. �. _. I � � � � (N,T'.S) t -�� _ 4 L_4. f I-'---� '-_.�__ 125" xAen ,. I«' � m Y ,r 1 I 1 i i - � -i_ _. � � �- t___._ i SEC7fON A -A �ECTICN 8-8 AT END PANrs7 m,teDEn a , ;� ,n„ArA !} l i i.. _. - 250" --I LL L STALE 3f3Y .- T' ��5 : aw.E 3/32' - 1" aesrAtn.° � f. ! -a } � t � �t � _ (1) OEFIN DN OF ^+FFKF6 ,LIDO: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANES +� `.-'` CdGMiff' Pa L T - __- ._s" uar_ _: ti¢�5.® �• T �`.. i f t(.'t,-wW*' Ms. wE s,. �ni, TRACKS AT TOP & PANELMATE PLUS OR 15" LONG j .. 14-�gxP�'� j!p - ,: {I).. AEE7R!?1ON_.e2E..iER11�.2diQD':: E - Z 14xTrG STORM FANEI,. SYSTEM CONSISTING OF PANEL > AT BOTTOM Wj PANELMATES, r„``•'°A•'rm3/k` eta ,Si i rwPaD�( ... T. ,, v 11 Nft - "W1wUXx 6 .. .. -f >T -r' Min.-. as. w(r/ra3IJ3' a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„ "�• $ " a A _LI N »I i" (Z . Eno PANEL$ 5HAU. ALWAYS BE CONNECiEDTO E� NO SELL WALL BY MEANS OF '�.. s � 7,1A`. 'sAa mN T Jd) f, y � cTE ^--22a--w---a.)-- Hut r!••wam'3fo aEauwED fa x41fa' E+'i e4 I rj, RlwuffD ,y f 6w td>a :;.' �' �p�'s-mq J�' e Y� t,�^��•..t *� � _'S t#Z LUN,:nca INOaxs ,,( 1,rro-ma/e iN(rEnsaen Oda' �..16. � U "� !�"`-""��^' �-� A .� _ (2). D PANELS 61t0.LL ALWAYK 13E CONNECTED TU 80TTOM TRACK 01'HETtWkSE A STOP 6AR PANFIMATES OR: EF USED NTiY W/ 15" t.tlNG �1�)I TRACK AT @aTTaM, END PANELS Win. x �qm� t �S ,,` : I -.,. _. fe.tfar e,m• , �usm) 1 1JA wh E (BD SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �' 8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '� -^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i- � �AI,,,,L. AHiF DINS. oe m[Fr yy1 '-�`-�. W+ Merorm'ws . /A , Ij4"®-20x3/a" M.S. wr 7f8'Pa3r32 w9biG M,1T QR ]/a•h3Jd' Min. rHUMLRSCREW € WA I 6# NTINC #HST i N '#s VJ INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1 �i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J {BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y� j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■ { )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5 p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/. 1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw _��` �L/ �y n N T50" � �R55' (Typ.) A.".v, CEN•:✓��T5at1iH11Uftfrydr/NOTNEEDTO6ECONNECTEDTO2BYAA'YMEWST1tAACR�g2�)R.S�STx11EDI�x�y�{.�snvtoNsa£x33.'r'a`�.•••,..•..,'',T�'i'�I,j� II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4 I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ = 11 � = NO. 44167 •'• •...1-1- C EN �., ✓,�yr=,'=` � I E� r� hMM..�»s GP-�,.i,.,�. NO. 44167 I -� � '- . ' Tt : T � FLORIDA BUILDING CODE Hi h Velocity NUT ricane 2➢na ,� � FLORIDA BUILDING CODE HI N Vetooil HiJrrfcone Zone) (-,•-! FLDRIDA BUR.4THG COaE HI h NurNaane Zone) _- � � 9 ) a Y -- t URAMN 0 � � w E�urriaws cur BE Velocity Q : :,�_.__..75c1"_ ,._._ :-:�`- 9 •. = 43DM +alii0. INC r,p, � m7e10 TxTEW, atC F.P. d137M4ATi0N ANY wA'r rD. SiAT dNY � �.. " 1rD20 MTiC4. YtC FA. �, Mox. ATf OF = 20 GAGE GALVANIZED STEEL STORM PANEL Na, 4 � 67 ,. ZO GAGE GALVANIZED STEEL STORM PANEL � l ' STATE {}F 2() GAGE GALVANIZED STEEL STORM PANEL ------� "s9p• � `' ,�- eT. - •* z --- DaAWtr ar. i� = 9'. z _ 2 ' DRAWd er. M GRID - � _. '„� /, * :, R=�" � •,,..,. DT/sdfsnn �'r ^=��'ax'°o;:...®�..t..»r uTf3alwsa �IL...i ___._' LD. L rat �..... F O'•. f , ate.` . Dr/3aJ3G� t` r � •--�. GLOBAL PROTECTION PRODUCTS, LLC. : •t:`- STAT CP : re � � -`> GLOBAL PROTECTION PRODUCTS LLCx ;�FF;- >1 ...... �A.` j GLOBAL PROTECTION PRODUCTS, LLC. AAre �7 3 as�'(td.�.�.tl.M,�A,('(GLE �a STOP BAR =''''.S NAL"' ,• Ii. E C O IMc ,„ _ sGb.E: i s• . T- �•� •, IL E C ID Ir�c Sj GTL ��Iw �+r �y TT' LONG {''r'l. tNN+NEM�'�'�•"�`' aAN1 sty. iY SlPEET "'- %�L•%` f£ )�±�•"�"iY7 flL iZ�ir s►V INS- IdGD s.W. nt sTPEZT d rM�a /. � X ••. •. s'Ly f � CAW su st sHTEEir I TILER RaTINP A: EMfifNF.ERiNe COMPANY INANE, R 333ta 2.a-? 7Fi '+, ef' �,. (j ,.•' \�'° 1aLUT EdTINa a ➢KOHL NL' COMPANY aEME.. n. 3J.'Ha � - t N5 Ra. .�-,.­ dMaae,. ttPANr #I :vE:' !T: )a31a «.R un. a, M.. xa PNOHG� (ad1)adm-7s+s, rAx tss47rA'u-e7RT +., �'' ty � ; � *x.nr. 4N, a. ma. FNOOr, n srxA PHanT:. tase)na9aneD, rnx: tus47°aae--srrT 24-476 a //' t f , tinitsTwo a'-R+u u,w Pwexa: Sas+7sR°_rs+A. TAIL': {!es4}ada.dr°x 20-176 Q B48S-TS Alum. ALkv LOY f +tee : txm mr .nto'. r.. , MON nl-tsar r a1' � �,__-_- Pam.. ,Hari .-I.,ean , mr : t�+i dn_tm, A.E. DNAttAtE iktTE A-aDDATt9 alaa.mN aa' -.1 nwwnaw, sae ORAMNO rr/A 51,,E "`""� cA-otwa2aa fii:.-aa➢a7]D ra, ,. .orr„a sa.r. .u,e'arr wa D!twND Ne, j YAAllrlf A a Ja:, P,1.. era txn a.swa. 4 - � INrNdt ai+ixi SEAy^SIONSYUPE/Pt2 wALiER Ak riLtU fie., P.E a+ a. may wa 1Y+AXirM Po, � P E. SEA! ja!eNAirP1EJDnr , rs ta.,.E _� - J DEN as S. i _ _ .FIRST 22 et 2a .-..,.----.-•,.,- _ Bat:. _ - ANELT xt DF 2@ WMTkA A. 1LLL1I Jr.. P.r. a SHEET N0. SH 1.2. a--F N N U O O (1) 0_ L � O � C m -0 0- O O O L a) O � = CCOO l O L.L _ O � O W:9-- I L ) 7 i b R 1 . < ") / 3'J24 B {sTE rmlE a BEurrry q� po�,F�' a p.: ('�(�klj��} �syr J A. Wf OR WJo t 3' M°x, / � $ (RE Iq2 3 aELGTr d1� 7 I�TQ QUFL,�"`,� CONCRETE QR X"'k7�Et3.Fa.i E BLQ7tf� f 14aY' i.M.s. I' '�$ � 4' 24 �' L:l iSEE aV]L 2 ;3x.1E1]P7 2`/24 i" 24 4 $. AT 2 i FOR Ca KREtE eNGa1O$; SEE #{ P{RPANL1 .-.- _- 259,`-_._ ® �H 3• - SCHEDULE tKd '+EIFE'1 Z$ FG7 WORD SL'AEM. .-._, a.�3*... i' Mfa. f G4NCtifTE ANCNO% IT1r7 3' M4z. t' K. Mra SEE BECiX)NS Ott SHEET 2a *1"i ��i {SEE 'E ai Sttffi 75) ^] CL,a¢Rta ..... -_- _._-_. . -..-....18.198' (TOTAL tYiDTit).. __.. - -_ - _ -....- -- - 2.250" ._ -. ...-._-[.591:._-. f• ; r`�TPa(ynusamaac°-`°.CON�c,€OONp¢rtarc».�_______12.500`EFFECTNE w!mN__t____�__�dN3F3A°M)>Im (D - .. .➢ .Ssgs__1 �1's-aS..__..--_•-�-� `-¢,�.)r• S.MS�carc�Tc ama:as4tca:n.pa�-+.___-cifs-(-.R),'c�ii--2.250•I14J�i/P•:f'-..:fY.__7/r._.,._=ut•____�1_�A".'t�a.lm"xraaePcs,wa+EIs!m+rsrsa>_;T/m�.>Rc�� 1.354-----I.yO'^,-1.35Q`--.-,500r-i�_I-1IiiE_��^.1.--,•It�.I!r I11I1��,4.r s:�are(a+mn'�i'�!('i�'IiI I � , II' 7 t'- I I ; ! �` w � i , .. _\ •.-`.e_ Pwrso are,rnrr '� i �G Dm ar � W "a r E 1 i ,! I i � I •I i vaam '< 5 aaa.Eo 1 Or I it I i I I ! i I I ! I I I �! 1 � � i I i cDNanr :" ^' a7s• 1 I I - 075' ! I 'I' ! I i 1 I. i l I _i z� 2.5M• ' i I I r � li '+ i � i I. I -, ' i I I T 'T i I i I m• 1 I i Y ( I � I 1 I t 1 t I aE: vL r x iT 1 ! i < Y f s I 4b' � ,.1.. a_ ., _ 1 �-a-__..:a.�. 7.._i ,. t.-.. ,.�L.L_1.,,I1�I`i!I.'-,,L2z! ,; _' ,. I __ 3.. i i III I I Ts� e r // I `� }, r O.rx58 Met. Tti�K HEMMED _.• �- 3.5D0' + ( 2.590 - - �._. -. - .. �,��-� :...1_.!_�.1.�. L.i_L!_)__._ __�.-..�-,-._,.1 _�. t iRtr +T[LL+R ,J r � _ f ,-•.-�i.>a• zMaJ iss Dcrxr. , I 1 �Ar E.657 t' y' - _. I , __ ,_.�.. _,....., ,.. �.-.__-._._.-:- ._-..._ ..___..._.._.. .. .....-._. -. ., _ 9.L• 1 . ! - T t/•Y-e4tfn i Eros Ol � I_f�r r 1 a R,. GALVANIZED $Rii J' EDGE - , � � r'Y+ i _ _-_.._ - _... `� _ ti O .r I + r ,-,- - T-4 � ? , � , f bD X 'E T.- T "r ,r.r_ _ - yT _-r- 67 _ I - ,Wss Moo M.n t ,il i 1., • 2.➢DO 2 "i r TYP. °: "� ASTI, A_653 T- •� I R 12 � 2.24a 1 j {END PANt`L) [INT[Rst?R PNtFl7 i (RttER'+ai '+XII✓;), (RiTERKVE PANEL} 4 I (ENO PANEL) ) (EN➢ PANEL] (X7iQBOt1 1` j1NTERtaR PA€ffl(I fM0.ERfOR PM'El 1 PING PX1EL ";) . ., - f ,'.. c `..'. � (r/ eYiw aJi O } /y I } -i_-- �- NFlAtAEO 't SD T4If M 'fi DET - f :_'"• + - �SfE iA7Ti z J. a BFIbx' � r , 1 r r : 1 i ! ' �. I jl I ) }-' f _) ` I L (t r.« F .. maDE M u 1 A>t �. �.�__..� � : i s : , 1 I } E I I : :SEE Noe x, A , � 2, 3, a BELOW s� wpm 4 � I , .;.. ,r EDGE _ 4. I � �. ✓ _ 1 } ( �€ r�,E z. 4 �wW �euw�� 1 C //�� G-w GAiV. .��. ( - i I� l! 1 I+ 1. j; E# i i 1 �'! ! I+ i. i � I j 7 i, ! � I r t.. 5. e�"'tsJ r i oE,*� r x i I� v I �siTAIL A ae.a ' ",, ', i I i + ' � i i I t .1 i I :T ,i i � 1 .� i ! i ,) * ' .II ! r : Paarr 1 5 i i I # ) R -� i i i r' t �'.,,®.,.. \_�_ � z3 ?s 1 � 1 � t � ! � i 9� , } : � t I I�a � � I � j � ` f � ( i ,� E � � u,r«.+.,. wm I � t 7rtp �-•-t. gC".�; _ 1 .,_, � O" . i , 1 � -_ '�r • I ! I� '* I -- ' I It - I rom• mN I 1- - - ._..__... f � 3 ._.r.aisa e ..�J � , • :. I � : � !. , � I Y � I 'm Pn�s W I ' • .z , I 4 1 p{ >n n' i { � P� � i)i �» ( ,. r A t I I� � ! � � ! M �I' i I: / i mFemrr I aw -.i t t - - --. __._..___a.2sQ` - _ - _:-_.___ :isa" .'!� Fr-'--•--.2.47G"-•-� � I {{ , I , , ! +. ! ( j: ;.. , � , #:: Ba%:�a__._81 � I t r ! I I � ' , <r..M,s...wJ i i - i � � ]/ 2Ilw+• �' I � f .. I t � , , 1 '4,r_ I ! �', . I � I DSP) I us. Wf�T� i a 1 ! 4� A 4 ! + ) � � I I ° € wWc ,r as 1 STORM. P N a r I I� i I I, 1, I 11 I I l � �1 I �' � 1i s ....Qf 1 i 5 I I 1 �A.EL .,__ _ ,2. 7G _; I � L � I � i I � _« ' ; � IL .. 1 ,: is w_-1 ! _..; ' ._.> __' , _..... , : _ . _ �."...."t�..1 1 I _. d �.., P ! I + �. f k, .� .,) .r2^ Wmcra,Trs L � � --•- gg �B A7 P2 WiNGNYiB � ) FA_ .�.._ � � -.i _ _._��..__......, �.a. ...._.+a. ..i..-.�_L._. �_��..� 1 I_-:_., ._..,._�- . 1, �...f�_a97 . - -- _, • ' _._.,..'yF.... T._, a➢ x •L• ___`•_ ..r._....,.�a 'sfa_' 1 1 k � I 1 , ( T I 1 r 4D x .L' { � �- 11.. 1-'� ;- q � � ; � ; I'7 1 T'= ", T ; T _1­1. i ., l I >kW_.�.� I I- r � 1 _"..�` a . }... I ,,.. i , .�' € � f I , I � .f � �_; I -[; i ..-,„�. � ,:. I I � � ' i � ' i., 1. I � I i � I 1 I ! ; + 1 I ' I1'�iji[�,,iIt!y�.,3.�EDU7RACR#(���BtI,.'n.+��.-wJ,_.1.L.._.tt#,�s,�EI°�}�e;���i�!iIir:.11��-��-;�I'N4�1'iis ' ������.��.�.�.,�..zS+..L d..�_t-x.� _ 1 , SEE 5a+Lbuu S' f ] I sts W'rocwim�! d 1 /" L_ L-:-�-.1��.-... �:_'�.'._-,;.."' i ."` s _s T._._......_q ...._.: _..-...._ ,.�.._ ' �ON SNEEi in GN 3tiFT PS .Tj �. i u/xy_�td. lakrYra,. S ET1D 1.1P _ /`y .- "` > ' Ly,._, SEE NOTE a BFS.Dw_ -+ a.,,-,...._ 4-.m.. i 'sFF: NOTE a, r t.- "..__..._.-. rArEELMAn.. Cn,7 rroR EAP. - � 1 ay,: W. I L- rDR M:,. I � -""`IsatEnLe:E # � �,,:. w. - � ,a, scsrnA]!eN d{ � I sePAP�roR � 1 �'W w� SEE scaaD(nE f ; s zcat• �� �'roR`� TrD+;---ddl ! T/A'r~s✓./ _.__ tTNa DGIArtETE ANcl+orss: SEE aciva - r -! _�'�.,r..-,s_ >. _ `_.�1 I ra L(wts I ! j�R'•'" I ,o Gvss, r. _. - .'• ^, - .I50' .•- Max. I Mmx. iJAY BE LOCATE➢ (AYERNA7E La"ATXrN i T 8`r ;i)3 w +M.i1)7 L I �� N 9Y4Y a/ I O 4LiSS, i ayt s W/ HEMLiEO EDGE. -' .' - } _... P54• ,. � Gtt ytLiT 23; FUR WOOD SCAEYI: Kin At END DR 1 1/r i if2"- AT EHD PM+ELr,) I ( 1 k41G 1 , 7 fa'' ieR Yn �ARxTKN(- �, / EWih' GRALw � .. z � -"' _ -SEE sEDrmud ON SKEET 26 a' I rw? • � , I rD was. T ra3 )r l i ,,.•� r'9 __.R.aD)3• sue: , 2• - ! 'xitt 3 '.(y1oR(3 W/ DR Wj�.�7 INrtx1oR aAJrELS: -]s• _ I ! ! ifii'EkY onaw � ( I �rAY i w A ! y„r"' �t x , OPENING N_etAYS � tit6lNbEb Wj � ! Jy - -.-- _- I I � r pFENINb ALWAYS BE PIR7VroED qj ('L ! T ..^ _ i ! - g ./-:• � .� ._ Wx _- . 11 , � , L15T PANEL Cli Ta BE WSrAtiEp AT QHEACN SNN�' PANEL � I i f ' _#" i' % � G { f ' e13• I r SDI' CAST PM'F! 5 YO f� tNSTMFE➢ A, €KN � I c � it I ,� a tD.de // � _--_ I I REM t1Ar7TXE TO FACILITATE drST/i1AiWN t E I - p T--# - d/ '�, � -_ E �`` i� _ / I EAR HANDLE ro FACILITATE Rmu1An 1 IF Iw?EROEo To BE !NsrstJ,f➢ FROM ' a .. _ - Gj i .+ - --- -_-- i - �__' �a zz I ! _.. I f�./ �. � - f 2s' ' + L 25" _ Ir 11rFENDED rQ BE INSTALLED FROM I INSIDE OF STRUCTURE, S _ i i € �-! '.5 I 3 f ' HcuASt°ED � n � scut s/37' - r INSIDE OF sTRucruRE. I s>cuE sl32` - '. I ! r--- -i--..A - 8� �_ I ' I ei � � j i I ,✓ � - i ".�"- - � � }� �f.-'. I 1 too . r 1/+' Iw.. 2.P +fa' Emx. DIP I I ! i w(T , g I �} 1 3 $ I r '�... • , h e 113.75D f • �" � � n/ay style Ms � � 'a `r' ! I G' .� � V ( t ��� i � 'P t i � f '/4` Nn: eta !H• Xec GAP-1 `. I _�� I r' i & 1 � � I m " I"1 I im i g H �' 1 �%,-_. l i � �� � I t � k i,Nn a ,r 5 I _ e ! -) C 2.oao•j I 2.D6O'I - -__ -_ Q i 1 � 'r hr.3'Ma..) � [ r s j! a � - r. $ ISOMETRIC VIEW, QE1.NL ROUNDED CORNER w ENDS OF PANEL'S I "--5 � � l i T 2 OR �WJ � W/o �. � • i � p�{/,(c ratMtD i �' ; //4 ` R j I � �. i �' , , // ! � 1 END UP W/ HEMMED EDGE. .. , L i 125` 75D" i 1 i' Ttf 'µTErNATE uk`AnbN E'arpxTE zxT' ft � � oG"' I �- I ; �. �. _. I � � � � (N,T'.S) t -�� _ 4 L_4. f I-'---� '-_.�__ 125" xAen ,. I«' � m Y ,r 1 I 1 i i - � -i_ _. � � �- t___._ i SEC7fON A -A �ECTICN 8-8 AT END PANrs7 m,teDEn a , ;� ,n„ArA !} l i i.. _. - 250" --I LL L STALE 3f3Y .- T' ��5 : aw.E 3/32' - 1" aesrAtn.° � f. ! -a } � t � �t � _ (1) OEFIN DN OF ^+FFKF6 ,LIDO: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANES +� `.-'` CdGMiff' Pa L T - __- ._s" uar_ _: ti¢�5.® �• T �`.. i f t(.'t,-wW*' Ms. wE s,. �ni, TRACKS AT TOP & PANELMATE PLUS OR 15" LONG j .. 14-�gxP�'� j!p - ,: {I).. AEE7R!?1ON_.e2E..iER11�.2diQD':: E - Z 14xTrG STORM FANEI,. SYSTEM CONSISTING OF PANEL > AT BOTTOM Wj PANELMATES, r„``•'°A•'rm3/k` eta ,Si i rwPaD�( ... T. ,, v 11 Nft - "W1wUXx 6 .. .. -f >T -r' Min.-. as. w(r/ra3IJ3' a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„ "�• $ " a A _LI N »I i" (Z . Eno PANEL$ 5HAU. ALWAYS BE CONNECiEDTO E� NO SELL WALL BY MEANS OF '�.. s � 7,1A`. 'sAa mN T Jd) f, y � cTE ^--22a--w---a.)-- Hut r!••wam'3fo aEauwED fa x41fa' E+'i e4 I rj, RlwuffD ,y f 6w td>a :;.' �' �p�'s-mq J�' e Y� t,�^��•..t *� � _'S t#Z LUN,:nca INOaxs ,,( 1,rro-ma/e iN(rEnsaen Oda' �..16. � U "� !�"`-""��^' �-� A .� _ (2). D PANELS 61t0.LL ALWAYK 13E CONNECTED TU 80TTOM TRACK 01'HETtWkSE A STOP 6AR PANFIMATES OR: EF USED NTiY W/ 15" t.tlNG �1�)I TRACK AT @aTTaM, END PANELS Win. x �qm� t �S ,,` : I -.,. _. fe.tfar e,m• , �usm) 1 1JA wh E (BD SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �' 8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '� -^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i- � �AI,,,,L. AHiF DINS. oe m[Fr yy1 '-�`-�. W+ Merorm'ws . /A , Ij4"®-20x3/a" M.S. wr 7f8'Pa3r32 w9biG M,1T QR ]/a•h3Jd' Min. rHUMLRSCREW € WA I 6# NTINC #HST i N '#s VJ INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1 �i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J {BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y� j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■ { )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5 p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/. 1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw _��` �L/ �y n N T50" � �R55' (Typ.) A.".v, CEN•:✓��T5at1iH11Uftfrydr/NOTNEEDTO6ECONNECTEDTO2BYAA'YMEWST1tAACR�g2�)R.S�STx11EDI�x�y�{.�snvtoNsa£x33.'r'a`�.•••,..•..,'',T�'i'�I,j� II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4 I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ = 11 � = NO. 44167 •'• •...1-1- C EN �., ✓,�yr=,'=` � I E� r� hMM..�»s GP-�,.i,.,�. NO. 44167 I -� � '- . ' Tt : T � FLORIDA BUILDING CODE Hi h Velocity NUT ricane 2➢na ,� � FLORIDA BUILDING CODE HI N Vetooil HiJrrfcone Zone) (-,•-! FLDRIDA BUR.4THG COaE HI h NurNaane Zone) _- � � 9 ) a Y -- t URAMN 0 � � w E�urriaws cur BE Velocity Q : :,�_.__..75c1"_ ,._._ :-:�`- 9 •. = 43DM +alii0. INC r,p, � m7e10 TxTEW, atC F.P. d137M4ATi0N ANY wA'r rD. SiAT dNY � �.. " 1rD20 MTiC4. YtC FA. �, Mox. ATf OF = 20 GAGE GALVANIZED STEEL STORM PANEL Na, 4 � 67 ,. ZO GAGE GALVANIZED STEEL STORM PANEL � l ' STATE {}F 2() GAGE GALVANIZED STEEL STORM PANEL ------� "s9p• � `' ,�- eT. - •* z --- DaAWtr ar. i� = 9'. z _ 2 ' DRAWd er. M GRID - � _. '„� /, * :, R=�" � •,,..,. DT/sdfsnn �'r ^=��'ax'°o;:...®�..t..»r uTf3alwsa �IL...i ___._' LD. L rat �..... F O'•. f , ate.` . Dr/3aJ3G� t` r � •--�. GLOBAL PROTECTION PRODUCTS, LLC. : •t:`- STAT CP : re � � -`> GLOBAL PROTECTION PRODUCTS LLCx ;�FF;- >1 ...... �A.` j GLOBAL PROTECTION PRODUCTS, LLC. AAre �7 3 as�'(td.�.�.tl.M,�A,('(GLE �a STOP BAR =''''.S NAL"' ,• Ii. E C O IMc ,„ _ sGb.E: i s• . T- �•� •, IL E C ID Ir�c Sj GTL ��Iw �+r �y TT' LONG {''r'l. tNN+NEM�'�'�•"�`' aAN1 sty. iY SlPEET "'- %�L•%` f£ )�±�•"�"iY7 flL iZ�ir s►V INS- IdGD s.W. nt sTPEZT d rM�a /. � X ••. •. s'Ly f � CAW su st sHTEEir I TILER RaTINP A: EMfifNF.ERiNe COMPANY INANE, R 333ta 2.a-? 7Fi '+, ef' �,. (j ,.•' \�'° 1aLUT EdTINa a ➢KOHL NL' COMPANY aEME.. n. 3J.'Ha � - t N5 Ra. .�-,.­ dMaae,. ttPANr #I :vE:' !T: )a31a «.R un. a, M.. xa PNOHG� (ad1)adm-7s+s, rAx tss47rA'u-e7RT +., �'' ty � ; � *x.nr. 4N, a. ma. FNOOr, n srxA PHanT:. tase)na9aneD, rnx: tus47°aae--srrT 24-476 a //' t f , tinitsTwo a'-R+u u,w Pwexa: Sas+7sR°_rs+A. TAIL': {!es4}ada.dr°x 20-176 Q B48S-TS Alum. ALkv LOY f +tee : txm mr .nto'. r.. , MON nl-tsar r a1' � �,__-_- Pam.. ,Hari .-I.,ean , mr : t�+i dn_tm, A.E. DNAttAtE iktTE A-aDDATt9 alaa.mN aa' -.1 nwwnaw, sae ORAMNO rr/A 51,,E "`""� cA-otwa2aa fii:.-aa➢a7]D ra, ,. .orr„a sa.r. .u,e'arr wa D!twND Ne, j YAAllrlf A a Ja:, P,1.. era txn a.swa. 4 - � INrNdt ai+ixi SEAy^SIONSYUPE/Pt2 wALiER Ak riLtU fie., P.E a+ a. may wa 1Y+AXirM Po, � P E. SEA! ja!eNAirP1EJDnr , rs ta.,.E _� - J DEN as S. i _ _ .FIRST 22 et 2a .-..,.----.-•,.,- _ Bat:. _ - ANELT xt DF 2@ WMTkA A. 1LLL1I Jr.. P.r. a SHEET N0. SH 1.2. ) 7 i b R 1 . < ") / 3'J24 B {sTE rmlE a BEurrry q� po�,F�' a p.: ('�(�klj��} �syr J A. Wf OR WJo t 3' M°x, / � $ (RE Iq2 3 aELGTr d1� 7 I�TQ QUFL,�"`,� CONCRETE QR X"'k7�Et3.Fa.i E BLQ7tf� f 14aY' i.M.s. I' '�$ � 4' 24 �' L:l iSEE aV]L 2 ;3x.1E1]P7 2`/24 i" 24 4 $. AT 2 i FOR Ca KREtE eNGa1O$; SEE #{ P{RPANL1 .-.- _- 259,`-_._ ® �H 3• - SCHEDULE tKd '+EIFE'1 Z$ FG7 WORD SL'AEM. .-._, a.�3*... i' Mfa. f G4NCtifTE ANCNO% IT1r7 3' M4z. t' K. Mra SEE BECiX)NS Ott SHEET 2a *1"i ��i {SEE 'E ai Sttffi 75) ^] CL,a¢Rta ..... -_- _._-_. . -..-....18.198' (TOTAL tYiDTit).. __.. - -_ - _ -....- -- - 2.250" ._ -. ...-._-[.591:._-. f• ; r`�TPa(ynusamaac°-`°.CON�c,€OONp¢rtarc».�_______12.500`EFFECTNE w!mN__t____�__�dN3F3A°M)>Im (D - .. .➢ .Ssgs__1 �1's-aS..__..--_•-�-� `-¢,�.)r• S.MS�carc�Tc ama:as4tca:n.pa�-+.___-cifs-(-.R),'c�ii--2.250•I14J�i/P•:f'-..:fY.__7/r._.,._=ut•____�1_�A".'t�a.lm"xraaePcs,wa+EIs!m+rsrsa>_;T/m�.>Rc�� 1.354-----I.yO'^,-1.35Q`--.-,500r-i�_I-1IiiE_��^.1.--,•It�.I!r I11I1��,4.r s:�are(a+mn'�i'�!('i�'IiI I � , II' 7 t'- I I ; ! �` w � i , .. _\ •.-`.e_ Pwrso are,rnrr '� i �G Dm ar � W "a r E 1 i ,! I i � I •I i vaam '< 5 aaa.Eo 1 Or I it I i I I ! i I I ! I I I �! 1 � � i I i cDNanr :" ^' a7s• 1 I I - 075' ! I 'I' ! I i 1 I. i l I _i z� 2.5M• ' i I I r � li '+ i � i I. I -, ' i I I T 'T i I i I m• 1 I i Y ( I � I 1 I t 1 t I aE: vL r x iT 1 ! i < Y f s I 4b' � ,.1.. a_ ., _ 1 �-a-__..:a.�. 7.._i ,. t.-.. ,.�L.L_1.,,I1�I`i!I.'-,,L2z! ,; _' ,. I __ 3.. i i III I I Ts� e r // I `� }, r O.rx58 Met. Tti�K HEMMED _.• �- 3.5D0' + ( 2.590 - - �._. -. - .. �,��-� :...1_.!_�.1.�. L.i_L!_)__._ __�.-..�-,-._,.1 _�. t iRtr +T[LL+R ,J r � _ f ,-•.-�i.>a• zMaJ iss Dcrxr. , I 1 �Ar E.657 t' y' - _. I , __ ,_.�.. _,....., ,.. �.-.__-._._.-:- ._-..._ ..___..._.._.. .. .....-._. -. ., _ 9.L• 1 . ! - T t/•Y-e4tfn i Eros Ol � I_f�r r 1 a R,. GALVANIZED $Rii J' EDGE - , � � r'Y+ i _ _-_.._ - _... `� _ ti O .r I + r ,-,- - T-4 � ? , � , f bD X 'E T.- T "r ,r.r_ _ - yT _-r- 67 _ I - ,Wss Moo M.n t ,il i 1., • 2.➢DO 2 "i r TYP. °: "� ASTI, A_653 T- •� I R 12 � 2.24a 1 j {END PANt`L) [INT[Rst?R PNtFl7 i (RttER'+ai '+XII✓;), (RiTERKVE PANEL} 4 I (ENO PANEL) ) (EN➢ PANEL] (X7iQBOt1 1` j1NTERtaR PA€ffl(I fM0.ERfOR PM'El 1 PING PX1EL ";) . ., - f ,'.. c `..'. � (r/ eYiw aJi O } /y I } -i_-- �- NFlAtAEO 't SD T4If M 'fi DET - f :_'"• + - �SfE iA7Ti z J. a BFIbx' � r , 1 r r : 1 i ! ' �. I jl I ) }-' f _) ` I L (t r.« F .. maDE M u 1 A>t �. �.�__..� � : i s : , 1 I } E I I : :SEE Noe x, A , � 2, 3, a BELOW s� wpm 4 � I , .;.. ,r EDGE _ 4. I � �. ✓ _ 1 } ( �€ r�,E z. 4 �wW �euw�� 1 C //�� G-w GAiV. .��. ( - i I� l! 1 I+ 1. j; E# i i 1 �'! ! I+ i. i � I j 7 i, ! � I r t.. 5. e�"'tsJ r i oE,*� r x i I� v I �siTAIL A ae.a ' ",, ', i I i + ' � i i I t .1 i I :T ,i i � 1 .� i ! i ,) * ' .II ! r : Paarr 1 5 i i I # ) R -� i i i r' t �'.,,®.,.. \_�_ � z3 ?s 1 � 1 � t � ! � i 9� , } : � t I I�a � � I � j � ` f � ( i ,� E � � u,r«.+.,. wm I � t 7rtp �-•-t. gC".�; _ 1 .,_, � O" . i , 1 � -_ '�r • I ! I� '* I -- ' I It - I rom• mN I 1- - - ._..__... f � 3 ._.r.aisa e ..�J � , • :. I � : � !. , � I Y � I 'm Pn�s W I ' • .z , I 4 1 p{ >n n' i { � P� � i)i �» ( ,. r A t I I� � ! � � ! M �I' i I: / i mFemrr I aw -.i t t - - --. __._..___a.2sQ` - _ - _:-_.___ :isa" .'!� Fr-'--•--.2.47G"-•-� � I {{ , I , , ! +. ! ( j: ;.. , � , #:: Ba%:�a__._81 � I t r ! I I � ' , <r..M,s...wJ i i - i � � ]/ 2Ilw+• �' I � f .. I t � , , 1 '4,r_ I ! �', . I � I DSP) I us. Wf�T� i a 1 ! 4� A 4 ! + ) � � I I ° € wWc ,r as 1 STORM. P N a r I I� i I I, 1, I 11 I I l � �1 I �' � 1i s ....Qf 1 i 5 I I 1 �A.EL .,__ _ ,2. 7G _; I � L � I � i I � _« ' ; � IL .. 1 ,: is w_-1 ! _..; ' ._.> __' , _..... , : _ . _ �."...."t�..1 1 I _. d �.., P ! I + �. f k, .� .,) .r2^ Wmcra,Trs L � � --•- gg �B A7 P2 WiNGNYiB � ) FA_ .�.._ � � -.i _ _._��..__......, �.a. ...._.+a. ..i..-.�_L._. �_��..� 1 I_-:_., ._..,._�- . 1, �...f�_a97 . - -- _, • ' _._.,..'yF.... T._, a➢ x •L• ___`•_ ..r._....,.�a 'sfa_' 1 1 k � I 1 , ( T I 1 r 4D x .L' { � �- 11.. 1-'� ;- q � � ; � ; I'7 1 T'= ", T ; T _1­1. i ., l I >kW_.�.� I I- r � 1 _"..�` a . }... I ,,.. i , .�' € � f I , I � .f � �_; I -[; i ..-,„�. � ,:. I I � � ' i � ' i., 1. I � I i � I 1 I ! ; + 1 I ' I1'�iji[�,,iIt!y�.,3.�EDU7RACR#(���BtI,.'n.+��.-wJ,_.1.L.._.tt#,�s,�EI°�}�e;���i�!iIir:.11��-��-;�I'N4�1'iis ' ������.��.�.�.,�..zS+..L d..�_t-x.� _ 1 , SEE 5a+Lbuu S' f ] I sts W'rocwim�! d 1 /" L_ L-:-�-.1��.-... �:_'�.'._-,;.."' i ."` s _s T._._......_q ...._.: _..-...._ ,.�.._ ' �ON SNEEi in GN 3tiFT PS .Tj �. i u/xy_�td. lakrYra,. S ET1D 1.1P _ /`y .- "` > ' Ly,._, SEE NOTE a BFS.Dw_ -+ a.,,-,...._ 4-.m.. i 'sFF: NOTE a, r t.- "..__..._.-. rArEELMAn.. Cn,7 rroR EAP. - � 1 ay,: W. I L- rDR M:,. I � -""`IsatEnLe:E # � �,,:. w. - � ,a, scsrnA]!eN d{ � I sePAP�roR � 1 �'W w� SEE scaaD(nE f ; s zcat• �� �'roR`� TrD+;---ddl ! T/A'r~s✓./ _.__ tTNa DGIArtETE ANcl+orss: SEE aciva - r -! _�'�.,r..-,s_ >. _ `_.�1 I ra L(wts I ! j�R'•'" I ,o Gvss, r. _. - .'• ^, - .I50' .•- Max. I Mmx. iJAY BE LOCATE➢ (AYERNA7E La"ATXrN i T 8`r ;i)3 w +M.i1)7 L I �� N 9Y4Y a/ I O 4LiSS, i ayt s W/ HEMLiEO EDGE. -' .' - } _... P54• ,. � Gtt ytLiT 23; FUR WOOD SCAEYI: Kin At END DR 1 1/r i if2"- AT EHD PM+ELr,) I ( 1 k41G 1 , 7 fa'' ieR Yn �ARxTKN(- �, / EWih' GRALw � .. z � -"' _ -SEE sEDrmud ON SKEET 26 a' I rw? • � , I rD was. T ra3 )r l i ,,.•� r'9 __.R.aD)3• sue: , 2• - ! 'xitt 3 '.(y1oR(3 W/ DR Wj�.�7 INrtx1oR aAJrELS: -]s• _ I ! ! ifii'EkY onaw � ( I �rAY i w A ! y„r"' �t x , OPENING N_etAYS � tit6lNbEb Wj � ! Jy - -.-- _- I I � r pFENINb ALWAYS BE PIR7VroED qj ('L ! T ..^ _ i ! - g ./-:• � .� ._ Wx _- . 11 , � , L15T PANEL Cli Ta BE WSrAtiEp AT QHEACN SNN�' PANEL � I i f ' _#" i' % � G { f ' e13• I r SDI' CAST PM'F! 5 YO f� tNSTMFE➢ A, €KN � I c � it I ,� a tD.de // � _--_ I I REM t1Ar7TXE TO FACILITATE drST/i1AiWN t E I - p T--# - d/ '�, � -_ E �`` i� _ / I EAR HANDLE ro FACILITATE Rmu1An 1 IF Iw?EROEo To BE !NsrstJ,f➢ FROM ' a .. _ - Gj i .+ - --- -_-- i - �__' �a zz I ! _.. I f�./ �. � - f 2s' ' + L 25" _ Ir 11rFENDED rQ BE INSTALLED FROM I INSIDE OF STRUCTURE, S _ i i € �-! '.5 I 3 f ' HcuASt°ED � n � scut s/37' - r INSIDE OF sTRucruRE. I s>cuE sl32` - '. I ! r--- -i--..A - 8� �_ I ' I ei � � j i I ,✓ � - i ".�"- - � � }� �f.-'. I 1 too . r 1/+' Iw.. 2.P +fa' Emx. DIP I I ! i w(T , g I �} 1 3 $ I r '�... • , h e 113.75D f • �" � � n/ay style Ms � � 'a `r' ! I G' .� � V ( t ��� i � 'P t i � f '/4` Nn: eta !H• Xec GAP-1 `. I _�� I r' i & 1 � � I m " I"1 I im i g H �' 1 �%,-_. l i � �� � I t � k i,Nn a ,r 5 I _ e ! -) C 2.oao•j I 2.D6O'I - -__ -_ Q i 1 � 'r hr.3'Ma..) � [ r s j! a � - r. $ ISOMETRIC VIEW, QE1.NL ROUNDED CORNER w ENDS OF PANEL'S I "--5 � � l i T 2 OR �WJ � W/o �. � • i � p�{/,(c ratMtD i �' ; //4 ` R j I � �. i �' , , // ! � 1 END UP W/ HEMMED EDGE. .. , L i 125` 75D" i 1 i' Ttf 'µTErNATE uk`AnbN E'arpxTE zxT' ft � � oG"' I �- I ; �. �. _. I � � � � (N,T'.S) t -�� _ 4 L_4. f I-'---� '-_.�__ 125" xAen ,. I«' � m Y ,r 1 I 1 i i - � -i_ _. � � �- t___._ i SEC7fON A -A �ECTICN 8-8 AT END PANrs7 m,teDEn a , ;� ,n„ArA !} l i i.. _. - 250" --I LL L STALE 3f3Y .- T' ��5 : aw.E 3/32' - 1" aesrAtn.° � f. ! -a } � t � �t � _ (1) OEFIN DN OF ^+FFKF6 ,LIDO: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANES +� `.-'` CdGMiff' Pa L T - __- ._s" uar_ _: ti¢�5.® �• T �`.. i f t(.'t,-wW*' Ms. wE s,. �ni, TRACKS AT TOP & PANELMATE PLUS OR 15" LONG j .. 14-�gxP�'� j!p - ,: {I).. AEE7R!?1ON_.e2E..iER11�.2diQD':: E - Z 14xTrG STORM FANEI,. SYSTEM CONSISTING OF PANEL > AT BOTTOM Wj PANELMATES, r„``•'°A•'rm3/k` eta ,Si i rwPaD�( ... T. ,, v 11 Nft - "W1wUXx 6 .. .. -f >T -r' Min.-. as. w(r/ra3IJ3' a F» Cmnt, TRACKS TOP &ATOM, } `, wUr RR x y„ "�• $ " a A _LI N »I i" (Z . Eno PANEL$ 5HAU. ALWAYS BE CONNECiEDTO E� NO SELL WALL BY MEANS OF '�.. s � 7,1A`. 'sAa mN T Jd) f, y � cTE ^--22a--w---a.)-- Hut r!••wam'3fo aEauwED fa x41fa' E+'i e4 I rj, RlwuffD ,y f 6w td>a :;.' �' �p�'s-mq J�' e Y� t,�^��•..t *� � _'S t#Z LUN,:nca INOaxs ,,( 1,rro-ma/e iN(rEnsaen Oda' �..16. � U "� !�"`-""��^' �-� A .� _ (2). D PANELS 61t0.LL ALWAYK 13E CONNECTED TU 80TTOM TRACK 01'HETtWkSE A STOP 6AR PANFIMATES OR: EF USED NTiY W/ 15" t.tlNG �1�)I TRACK AT @aTTaM, END PANELS Win. x �qm� t �S ,,` : I -.,. _. fe.tfar e,m• , �usm) 1 1JA wh E (BD SHALL BE aR0y10E6 A7 TOP OF SUGM PANELS, SHALL eE CONNECTEDI T4 2 W(t A"P-2Dw1/#"lA 5. Wf 7ra2. x3132 Lw:(. sDrcau(E _ _ _ � �,� .l� � � rx�i M�7a)E � �' 8()bT-TB Alum. ALLOY WING NUT OA i Ja'Y-2➢a3J/[Qi�'� Kin. �UMBSCREW WTO TAPPED (�(E'xCEP7 a5 oN vaeT tA1 �` � � _ e (� E-..«_,a _ �`: ' :. '� -^" I--.125` (3); +F END PANELS ARE CONNECTED FO lTyCiTfOM TRAC!?. CONNECTEN SHA CONSIST OF DE5CHEBED ON NOTE I. f3ELD4Y}. � .�.-, . --i- � �AI,,,,L. AHiF DINS. oe m[Fr yy1 '-�`-�. W+ Merorm'ws . /A , Ij4"®-20x3/a" M.S. wr 7f8'Pa3r32 w9biG M,1T QR ]/a•h3Jd' Min. rHUMLRSCREW € WA I 6# NTINC #HST i N '#s VJ INTO TAPPED BOTTOM TRACK LDGTtON OF FASTENERS MAY BE AT EITHER OF OR CASES WHEN END PANELS ARE USE JgNTLY W/ i5" LONG A7 � -� F�,r1 �i EXTERIOR FIAT FLANGES OF END PANEL �OTtOM BUT END PANELS ARE NOT CONicECi'ED TD BOTTOM TRACK 2 : i, STOP BAR 'yEC'iIRSN j' _ (� SGLE =„fa=1` � F3.AI3ti. TCI CEILING' QLINT##'#{s INST BUltn-p{� Mi1LIN'Fit?Er i?+tg'!',. «J {BJ SttAIL 8E PROVIDED AT TOP OF SUCH PANELS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED ?0 BOTTOM TRACd: (ix. A STOP P.AR SCALE S{8`t" 111 '$ SE r N �' SECTION 1A /Y� j I i 5 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR INa7ALLAT1ON5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (2�t,aa/4° � � �->: SCALE S/a=t' SCALE ¢Je=T• " ■ R ■ { )MHMt USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MOUNTED TD EXISTING SILUSED M ATTACHING L WALL 8(�2,jMEANS OF PANELMATES, ONE INTERIOR PANEL S�M:S fta d5 p � I ER A• l[� TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION. W//YTNO PANELMAi'ESYF'Wa11DWTNG �AGNG BSHOWN ON ELEVATION AND WJ�A.K�3T0/2N1 } � � e a u� F#(�)mF IEtR B p YRp�g>L�E DR T,�4 A�ETlrrt'"/. 1 i ,., alf� (5) SEE SECTION ]', 3' & 4' ON SFtEEI 2t SEE ANCHOR SCHEDULE ON SHEET 25. Mom. EDGE DISTANCE. FOR THIS CAS IMERIOR PANEL USED d0 Y wj (2) DOES !-'-++E+ g 4 � � �4t, at+An at :� m V3aw _��` �L/ �y n N T50" � �R55' (Typ.) A.".v, CEN•:✓��T5at1iH11Uftfrydr/NOTNEEDTO6ECONNECTEDTO2BYAA'YMEWST1tAACR�g2�)R.S�STx11EDI�x�y�{.�snvtoNsa£x33.'r'a`�.•••,..•..,'',T�'i'�I,j� II1 S{h � xy �'r SUCH TIMi AOJACEM PANELS �E UTt 8 PoG+{T SIpE OF R37ERIOR PANEL) HAVE �^ !E U� ��i/ y \.\CENaS 'S 4 I -_ I _ � ��.¢` A . ��J• 'y THEIR OVERLAPS RETAINER BY �2 i---+-"{, 8},) i ( // 5.f15°,Tda/J - 4C' °•'• _ = 11 � = NO. 44167 •'• •...1-1- C EN �., ✓,�yr=,'=` � I E� r� hMM..�»s GP-�,.i,.,�. NO. 44167 I -� � '- . ' Tt : T � FLORIDA BUILDING CODE Hi h Velocity NUT ricane 2➢na ,� � FLORIDA BUILDING CODE HI N Vetooil HiJrrfcone Zone) (-,•-! FLDRIDA BUR.4THG COaE HI h NurNaane Zone) _- � � 9 ) a Y -- t URAMN 0 � � w E�urriaws cur BE Velocity Q : :,�_.__..75c1"_ ,._._ :-:�`- 9 •. = 43DM +alii0. INC r,p, � m7e10 TxTEW, atC F.P. d137M4ATi0N ANY wA'r rD. SiAT dNY � �.. " 1rD20 MTiC4. YtC FA. �, Mox. ATf OF = 20 GAGE GALVANIZED STEEL STORM PANEL Na, 4 � 67 ,. ZO GAGE GALVANIZED STEEL STORM PANEL � l ' STATE {}F 2() GAGE GALVANIZED STEEL STORM PANEL ------� "s9p• � `' ,�- eT. - •* z --- DaAWtr ar. i� = 9'. z _ 2 ' DRAWd er. M GRID - � _. '„� /, * :, R=�" � •,,..,. DT/sdfsnn �'r ^=��'ax'°o;:...®�..t..»r uTf3alwsa �IL...i ___._' LD. L rat �..... F O'•. f , ate.` . Dr/3aJ3G� t` r � •--�. GLOBAL PROTECTION PRODUCTS, LLC. : •t:`- STAT CP : re � � -`> GLOBAL PROTECTION PRODUCTS LLCx ;�FF;- >1 ...... �A.` j GLOBAL PROTECTION PRODUCTS, LLC. AAre �7 3 as�'(td.�.�.tl.M,�A,('(GLE �a STOP BAR =''''.S NAL"' ,• Ii. E C O IMc ,„ _ sGb.E: i s• . T- �•� •, IL E C ID Ir�c Sj GTL ��Iw �+r �y TT' LONG {''r'l. tNN+NEM�'�'�•"�`' aAN1 sty. iY SlPEET "'- %�L•%` f£ )�±�•"�"iY7 flL iZ�ir s►V INS- IdGD s.W. nt sTPEZT d rM�a /. � X ••. •. s'Ly f � CAW su st sHTEEir I TILER RaTINP A: EMfifNF.ERiNe COMPANY INANE, R 333ta 2.a-? 7Fi '+, ef' �,. (j ,.•' \�'° 1aLUT EdTINa a ➢KOHL NL' COMPANY aEME.. n. 3J.'Ha � - t N5 Ra. .�-,.­ dMaae,. ttPANr #I :vE:' !T: )a31a «.R un. a, M.. xa PNOHG� (ad1)adm-7s+s, rAx tss47rA'u-e7RT +., �'' ty � ; � *x.nr. 4N, a. ma. FNOOr, n srxA PHanT:. tase)na9aneD, rnx: tus47°aae--srrT 24-476 a //' t f , tinitsTwo a'-R+u u,w Pwexa: Sas+7sR°_rs+A. TAIL': {!es4}ada.dr°x 20-176 Q B48S-TS Alum. ALkv LOY f +tee : txm mr .nto'. r.. , MON nl-tsar r a1' � �,__-_- Pam.. ,Hari .-I.,ean , mr : t�+i dn_tm, A.E. DNAttAtE iktTE A-aDDATt9 alaa.mN aa' -.1 nwwnaw, sae ORAMNO rr/A 51,,E "`""� cA-otwa2aa fii:.-aa➢a7]D ra, ,. .orr„a sa.r. .u,e'arr wa D!twND Ne, j YAAllrlf A a Ja:, P,1.. era txn a.swa. 4 - � INrNdt ai+ixi SEAy^SIONSYUPE/Pt2 wALiER Ak riLtU fie., P.E a+ a. may wa 1Y+AXirM Po, � P E. SEA! ja!eNAirP1EJDnr , rs ta.,.E _� - J DEN as S. i _ _ .FIRST 22 et 2a .-..,.----.-•,.,- _ Bat:. _ - ANELT xt DF 2@ WMTkA A. 1LLL1I Jr.. P.r. a SHEET N0. SH 1.2. tT MAXIMUM &SAD. DESIGN PRESSURE RATING (UA.f.) AND CORREMbDING MA)MUJA PANEL LENGTH -L- SMEDULL FOR SERIES 10DOZ200D Et-1 HANG MIRId PANEL (b MMM "I'll ... I A,- . I&a AS P-R S 11U*_tL_I2_ft_A_3bLU_Zj-, MAXIMUM A.S.D. O%3w(ESSv"E , 1 Mot. F�K , � LENGTH I , � I - I - - 1 nm'D '. t ---,- q TO GLASS 1 CONDITION .66.c. _7S-3 -w-M-) 1 70, OR LESS --- 2 9116' ! Ed. - - I ". r, 3" "W, __ ; 1 2'W & - - '66O. -75.5 _L_ I - - �-. ill=---_ BOLTED . - .1 I , -, - - - - ' . 'W I MSIIRE� FROM W�ANO` " """I A' _­ - ­ V R­ U.U'e 7X41NIPIIIIIIII.A.A. . *K`9.111111114 4-t-!'fJ�i4l:kiw�mf-TwFim3,;awgol�i.i*--ii6.,zl*�H�vil,if]!W-Ill1q:[.Izi i - m - ..... � W;L.J".Ml;i.lr-lxv�.111-1�,�Millisil[Oill,�Lii*,4413wlwoi#j�t,4"43113N-'Elt#.#l�'W'10.i'Allg EON A , 11 - ,_­______-RjAw.o11' . 4111[liI-7wmt;i;i i: I I I I : ��� � m MAXIMUM &I D. DDES11 WAXIMUM SPACING FOR E_ D. . 3 1/7' � - . APPLICABLE To I PRESSURE 5 zcnows A & ANY COMIPAT" ­ PARD, TAPCONS . It - �z PAKELIA'ATIC FIDMLE to PANTLMAIE PLUS RATING (P��t) OF THEN I LQ,dT,, v CIA.) - - ,; CGNG� M CONCRETE . !m BLOCK I . �. ITO CO"ORM TO CONCRETE mm TO COKWT ITO ZgEll _' 12* � I I - NIA 1 12' - �, N/A .1 12' N/A ___�_ I;r I .JA I' & 2' (TOP) - - I]' __ - 5'* 1 101 1. 5' 4' '. -_ - -_ - ,TTOM) DOD t- 12' 1. I , . 2- '. 1. 6* a' � I* (B OTTOM) ____1 I '- _____ SERA 1000 +. +66-0, -7-',3 _I/A - __,___ N/A N A� L __ _�__ __!/ /A _.f___ A __!.�_ d _ �2 I _� __� I - - 2' (BOTTOM) - _ - 70" OR LESS 7" 1 12* N/A 6 I t2, R/A N/A .-- N/A 4 1/2, - NIA A __ 4 F/2* � _ N/A 3. (TOP) 12' I 12' - -N/A - 1---/.1 - I 9 1/2" 12* - NIA N/A 1 1 9 1/2- -_ TZ, N/A N/A ____1r _3' (OCTNOM) 4' (TOP) 12' I a" 12" 1 9 1/2' , I I 2- it" I i w I w ----------------- ---I * UMITED TO MO p-J, ASO. DESIGN PRESSURE ,RATING ALSEE SKEET 25 FOR ANCHORS TYPE Jr SPACING FOR INSTALLAERM MO WOOD FRAME BUILDING MINIMUM ANCHOR SPACUIGS AND MIRMUR EDOE DISTANCE ARE INDICATED ON THIS SCHEDULL MR ED, LESS THAN INDICATM ON StHOULS REDUCE ANCHOR SPACING By MULTIPLYING SPACING SHOWN ON SCII01.11 IN THE FOLLOMC FAMRS� FOR THIS Opo"Ta" TO BE POSSIBLE REDUCED SPACK OSTA"ED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING TROKC41LED FOR EACH ANC1,OR TYPE AT ANCHORS LOOM � 11'r. I/4T, 1 Y4:0- ANCHOR TIVE _ - ,-- TAPOON __ -,-- _-, , PANEUVIT RW 1p - � JWWUAITE " ___ji�T? C,LX_ I Im, Amaio;i VAMW Ox.) 4 i - � ,, �A I Imeam"' 0- _4 . ostaxa, w.xA ON) TL a ,/2 - 1 1W_ I --i-­ I "Is. a ow fAm I _awiw 'Ir JIM I - - I - - __.11.__.! .--- _____ � I/r ­ - ��_:_�_,__�,��__ - -,- - Mi Y - - W__ ___ __ ____ -i7W-] 1­4_1-� + REQUIRES Max DISTANCE BETWEEN sormw OF PANEL 'NO (7) TO BE: 1/2* 4/2- V MD� ++ REQUIRES Mo. DISTANCE BETWEEN BOTTOM Of PANEL An @ TO W- 3/w k1j, I.I.Ir FLORIDA BUILDING CODE --- - - GULAR, LIFE SAFE & E-Z HANQ STORM PANEL SYSTEM$ ! 1 (SCALE 112-I-) - . --.-- ­_ _1_­____ - � I I - 15� 1 25- (TOTAL WIDTH) - - - ,,, - -- - - ---- - - __ . - - - --2.1ar- __ 1 _ ___ - __12 1500' (EFFECTIVE WDTKL_ __ - ____ ____ ___ - - � ___ - I I F __ __ L7 - "03, I .2w�-, I 4 - .750- 4""i'a PNE. I i � 2w, _ : 1L 11 � --- 11 I 6 1/4" (TYFI-1--- - - V- Z74-1 TO AN WE 0 I! I/1. , � 1.250' 1681� - I OR it t2 1/2 � I ., , - - - 1.3�0. - - TOO- - 086- ,,2s'-, - I - � I � ; l ",Q, I �� i ipw (MAY BE REVERSED) 5,w.­'_- T.350 :- I -1SC, -, 11 , /: , , 1�_1_ I 1 I I ", I � . I - I - � 1, - ­ - �,� , I _\___/*111 3-M, t - - I- --- -_ `*_ - , , I _iwT __ - I I I � m , ; " / L!, Mldi' MIN. IN" _,)_ I �, � 1, , I 1� B7 . - ­ I 1. � I THEMMEO GALVANIZED SIM , . �A4� : EIRGE ASIM 4w T;�p I �.`�� 2,030 � .054" � - . I M. t ?: L 1 I 1.125' � , _f`­ - I- 1: - 1-1 GRADE 50 JAIMMUM . I - - 1­1 6e�. in- * DETAIL A C w G&V 4F 1 - _trm) (TYP ) I ­ - ----- ----- -1 , I - - I ! �4 11. L-1 +350*--Jj EORM PANEL I , --1+350, - DCTAAL A - , , I... - - .. __ I I PANELS SHALL BE INSTALLED ALWAYS - 2.3sr - - - FROM LETT TO RIGHT W/ 1/2' to (�) . AT ENO AT LEFT SOX OF PANEL (�) 78' HEADER E- TMK (�) ANGLE WITH ST I 1 _� - I - ". TOP Fou 0.024' (MII,.) � OF PANEL I I _,­ ': I I GALVMII;�EO STEEL PANELS ENO LIP - .,� ,_� ___ v�_ ._170* W/ NFWCD rDff. ,�, ,� -I.- � _j to.05, - �, " 1. PANO- 11 . - I i i I � _- - .7C. ,��-,,,� -,'- - - - 133*, .�27o` � / ;� - - -1 11 .- - - I - I � - �=�200_ " , " _,____1 I � - -.------ * r. .,�_ 0.3"4 7�� -, , `--i - -��,,,:r�� . 1 4 - 7 . , , NA4, 0.250'0 /// __ �__­___ �_� - - I , ." . __ � . I �1 L, I , . - - - "', , � __ - 7�i�' . 1. " NEMMEG,_ *0TL7C0' I 1 - 2,59 - __ _ , , . 1. � 1"� ,�� 122001 17f. _.., � - 7,2150* - . / � . ' � - --L-J- , _PAHEL (i�5,, OR Ifp� SOMETRIQ YIEW DE16" 4 1 1. ,,, I I ,I xi�;l , i- 1 _11- � I � _W11 ROUNDED CORNER 0 ENDS OF PANEL'S 14A : , , � I I � END LAP W1 HEMMED DOGE. I - 0. '405, (_-�,,..,;�, -12g; I I r--2�378 . -- I_ � � I (FITS) 375 , ­____"_ Typ BOTTOM P,UAUJ I, 33-O' 2,500, i + '091 . 067'-O 4 _ ., EDGE IN PANEL I m) 750� (�) M-IT154 ALUM (�) KEY HOLE AT PANEL - '--- ,072' 1 t 3 L I I -, I- I .SEE SHEET 6 FOR ADDFTOKk 2.1 . 24- 4 _�, I -- 760- � I UMITATIDNq IF SLErW: LEIACTI,, is I i.� - - .125' _ I ONLY VALID FOR INSTALLATIONS INTO t,2 I SO* I SLEEME 2 11 I I . (TYP ) i�_ WOOD STRUCTURES , ,375' (�) . _rZODDI t4 . � - _- MAX. L"M Odd. I �p - I __2 '. 3 750' t- - i 93- 1 I - I 125' 2.ODO' ,L .vsar, - 12.5.8*- - - I. 1 18 .. i _)t i - (Tr_ 11050 L_ il. � 750* - _0 I i (�) ffA_!ft�� (�) 'U' HEADER \-J. I 9� - I - - I I" MIN. TO 5* max. ______ - - 2.000- -_ (R SLEEVE J* MAX, - , I Lutga-! @ ANGLE (9 "J- TRACK (j� PANEL-HMM -. "HIKIN"ORR, ii" � - - 3ZCG* 3ii4i- - , 6061-16 Altor j!47;%, 0_1/ALWW � � I L__ - 1�00* olln** � , I— ri:;T ___1 I - I I � - - � " �. 1A &I (USE ONLY FOR 4-7 HANG STORM PANEL t ­ .082* . , : 11 -311- 666 � : dd� 470' __ _L276' MIN 11 -�;- \�tmstf ,:f S SYSTEM) 6065-TO ALUM, ALLOY � � i � . I I _._io r `* *** . -, = 1.87i" I �( I--- - --- -- I - - I- , , IF 1 1-4 ,,� - 1- -E . z CODE (Non filgh Voloalty I- Hu Cone Zone) Z.Dw I- "G. = : No. 44167 FLORIDA BUILDING � �', MIN. * 0 -*7�-*- -- --, -* = .2m. oLn= M. F.P. � , - -. - _088� 2.7, jo�, I , NPI' 123, �,,, 7-tm 4 6 I'll -_ L_j I Z - 24 GABE GALVANIZED STEEL STORM PANEL ORMWV W. . _1 f ) _., I _� �:-,;,�� - 6 mp� J` i 050. � , .__�_�� - l T250* I - Is, �.___.SEE SECTIONS __ '=' � ,,I _, _ _ � 2.0001 - - ­11 I MIN I , \ GLOBAL PROTECTION PRODUCTS, LLC, - �- ,� 11LIEC 6m - .2'. - - A, -R,RDUN. COMPANY '100 S,w. 51 STREET .. _____ _­ PANIC 11- =14 Pat, -­ - - I call .-I., PHONE (­)6114-7b.b� FAX,- (111H)SOB-6797 �1 &- 1 7 1] _� BUILD -OUT "E! (j� BUILD-OUI "E" TRACK @ & (p� WASHERED WINGNUT � - 0 '� IA-0006710 _1 - I .. P.. - _ TRACK ANGLE . QAAAAC 3 ALLOY) maj L, 'y I i - - - - I . . Is ww_ I I IF19, � I! I _____ INSTALLATION DETAILS FOR REGULAR-EAN") _________I - INTO POURED CONCRETE Q8 CQNCRETE_&Qr,��� ALTERNATE CONCRETE ANC14ORS LOCATI CONCRETE ANCHORS - (SEE SCHEDULE ON EXISTING POURED "C"CRE'S (SEE SCHEME DINT- -, EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) OR CONCRETE BLOCK L SHEETS 9 THROUGH 10 OR CONCRETE BLOCK REWRIED. REQUIRED. IF % -,: __ __T_ � �,� "_- LEG ... , O= CONCRETE ANCHORS �-,-��,,'� "I �� EXISTING POURED __ ,�_,� .. .- , I I CONCRM REQUIRED I , __ I . , L � HEETS 9 TH�RM4 C2) , A",�_ �, ,'.1,; L " " ­­_ -��,,tICX,ASHAQIHEW - I I � 1, � fcl� I r/ I �1/4- , _ i 1/4' 1 _TF. "'..,xv, FIX � OR m W ��-__",',�,�'.`,'. L L ,/­zNv` � - .t - 1 1. IMour - ,- I COULD I, ANCHORS , I � -_ * 1� 1/2* MIT ,. I., MAX: , - ----I- I - ,,, " . I I I ­- - (SEE SCHEDULE '­.- I 4 ON - I ; a.k iT� - - - - ,,,, LG � ; T I L I ! SHEETS 9 THROUGH , , ,�, ,� " tz� ; IL. " i � I � --..--e � I 1 4 - TO Max, I I)- ; ED ,','�, .�,,�� 1 -1 Wait, , ,/4- ot, � "I �,. � I 1:, 1, I , , " n I " j� - . _1 " I I - ! �,�,,��,-�,�`,' i , _­ �1_1, , I - , � " _', . AMEL LENCTH I 1 � I - � -_ o � 1; 1z 11 x� � (P ,; SEE 1 " mv-� . C 1-0, �,'�'.,�'..�',,., " I : 11. 1 SCHEDULE i t ON f,t A ! �, , 'IX - ;N wft � 1 7 I SEPAROTIO" � C, l, Fog =4 I I I. '* : 0 I 'zi. [ - I AL SCHEDULE I 11 ,- �_, ,-- - i ( 70 GLASS. I . mmm : ON SHEETS ii If , om fol, FWAL _____T91`,_7� SEE SCHEDULE i 'k/,.;E� '�� i ,.;� -1 .L. MA, 11 TION T.? .G.LASS AL I I I VIL, k -f usaxi, ottm Y-n -4 (SEE SCHEDUL ON SHEET 3) 1 SPACER ,,,, Wa 9 in ir I iv A, � --- I I T ' PANEL LENGTH SHEET 3) A �- w to L Mo., - � 'v 0 1 I .1 'A - - L LENGTH I ,-, I UNIP,I - x`�`) R - ")L' J, I (SEE SCHEDULE I � I law. =n PANE' I I I ON SHEF1 (SEE I , I I IT MIN. , 3) 1 t , - 4 -- SCPAPATIDN - , � 1 SHEET 3) * "I, S", m-� I IT 1 1 f- =9 , I- ., , TO GLASS. -1 . - _.. " SCHEDULE - (1) t -_ __ -- ­­ 116) 1 I- -1 I---.-- L ­11"­j I - - - --I i 1 ] � g(SEE 4 _ 11 SOX F - - ­ - I h ON SHEET 3) 1 I [ 1,,!�� III I I OF *L' ­' L � �'L , OF It: I �, 1� - , ,_ :r 1 ­ I ­ I ' - i (T) a* - MAX ­�' , , M". � ,. L �� I 1, "... 1, ! - . - r, - ,_ - ' LLL _ '' T L � 1 �,_ " ' L�, _L D5 L 11 11 I I 50%� I C4 � ]_ 4 � �.;�L �j '' ' ' I ] ��;;_11 J@ ! ,I IT , I 11 I I F 11 - I OF, I 0 112 1/2- , 11 _1� . - � _4 -1 . I �.:�, - ­­ I C", i . _. 1, I 'Ar :� : -_ I MAX I Cis' ! I I . _,,-z' � " I I � - - ==A, 1 t' ,I ki�� ___ I I I -.`Q._-�w I C__ _______ - I - 0 �W`,, - , I � I , CONCRETE AI,LCHORS� . CONCRETE ARCH R5 ... I I, %,; ��,� _� " " ,`-, -- � � �1� (SEE SO �_._ ,�_­ �`�L ,`,'�'�� - " NK,�,,�'�,��,�` - EXISTING POURED ­-, ",��,�­ . ,�, , ." SCHEDULE ON """:, � , (SEE HEDULF 0 Ij " I , .11 C# I �,p SHEETS 9 IHRO_LdH 10) L CONCRETE ,­ L.. , �.-. � - _­ � : �,­' �­ - �` EDGE OF WALL OR SUIB SHEETS a THROUGH 10) ;:'�,�r,'�?"",' , , , ­ � � : 2 118- ,LONG MAX. ALUMINUM , . - . 90, , ", , , ::,: REQUIRED '�4 .'r., � �`T, (A�T. CONDITION) '1�11111 �, - ill SPACERS 0 6 1/4� 0,C SYALLD FOP � 51 � , EXISTING POURED CONCRETE ALL DESIGN LOADS AND' ANCL . L OR CONCRETE BLOCK EXISTING ROCKET) CONCRETE - LENGTHS PER SHEET 3, ` 61111 " CONCRETE ANCHOR5L. REQUIRED. OR CONCRETE BLOCK � � (SEE I � REQUIRED _ 4 SCHEDULE ON - - _E,D � -- ;; iWr LOW ALUMINUM SPACERS st "_) 1/2' 0 C� (SEE TABLE #I ON S, _� 40m I THROUGH 10) SHEETS 0 & 10,) CEILING kNQ I MILI'mobi 5 Z Rr MQUNIING MOUNTING WALL MOUNTIN2 I'll, WZMACERS (M QR Q SCALE 3/6-1- SCALE 3/8-- WALE 3/8-1- I ""11111111"I"W", I T A. 14;�� ,�Ii�R I I , � , . I ....... I . �"�­� ,� I , . ,,,-4 ..-' \CEN,T�`j%� _ FLORIDA BUILDING CODE (Non High Velocity Hur Icons, Zorts)l z �, ' oUaQ mg0a. - "O. z . o.44167 , �� 24 GAGE GALVANIZED STEEL STORM PANEL PROM IF, � * : * I * 1 - � . - N0ff__E9R_LQMffiNA1QN_jV__5EGDW_ � . . . /"/I-" E.D. - EDGE DISTANCE 1 `3. STATE 0 ECTION PRODUCTS, LLC. " TAIT, ' ,SEE SCHEDULE ON !1'p'. ­ ,k�,E��'f�-�_- I L E C 0 jim- � �, GLOBAL PROT TOP & BOTTOM MOUNTINGS CAN BE -,, `k`� - CUHIUI- -Iff, Fau, rimm. . I— _ " ORLET OW"S. IL U"'. I �' SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT AW ... ­­ 51>40,zd;� - ___ , U,H) 20-175 `0 � w.!!'.- EIF-11arc UN-7516, KxXi (.�)%-117 INSTALLATION. Ohl 61 V f .� ------:-- "no flI61L*m1/;,S,vwUxR1`DAm C.-COMIR - . - . F 7xnainvo- I .m� DRAW" 14. . - WAVER I Tug I I " � � I I Sam 5 OF is ______rNrA9U__ 9 ta ,­­- ___ _ __ , . - - INSTA INTO EXISTING WOOD STRU9;IQRE$ - _� I T - __ - - ,/4-. LAC SCREWS a e O'C. .i - , � �_ � 1 t/2 :Am PIONITTRAlloh I . 1 '­ - - MI, t"w � � 1 ­14' **IV - � 7 ,� . � -10 EXTEC WOCO HEADER I I __ � � - " � , I ( 71 ­_ . H=. � f 1/-T0 UAG XPEW� 0 6' O�t ./ I : REQUIRED I/F`# � SCREWS 0 61 Oc- W/ 11 , __ � . � , �tEi� . T - 1i 1 1/2' -I, THREADED PERETRATTAL - % _11AT OR OIL Em I -11 ;: � I I : 1 1/2' � --W*,= prwalm* , - ­T0 EXWTTW WOOD HEADER. 1 �; I ,; - � 4 , � TD rxrmstm WDOC, I: I I --- 40 CAM, 11-11* SAS. -I � � � . - -1 cr@ ,. I I . - SMS I � I :i I ; 1. F_ "I' I " M, "I � � i -­@­ 014x' � L , � , 4' __1 6 C­ It, 111;2��X - � 1 - i ,� � 1 - I I 77 5 �� '! X � - - I I. � CC � � : I - - - (D -i I , � �,L I F11 .4.m.1his i . 'L I i n� z I , ;,4 . -1 , I.; i N I _� 12 I I __L �* LAG SCREWS Is ,I* C�c ./ 7 - § 4 C1,FF .#"4.!' S. f --- I- i I *, "', , IPA, . � OIL EVS U @ I '; - s, , I /, I-WAOM PZN - 11 � 1 4 r j I T 1 "WLT"I/ . /,,I _= q ,/B-.% EXIS��G WOOD �E. 11rr _` �SEE OETAIL ;/21 & : �] I . , - , I . i I I , I- I I � * L .1 NOTE 4A_8F,0%n_ __ 11-11 : . 1, � L--i - = 'r, , ,-, i 1, ,-- ". , I I . 'ALL v'A a � T Li. * I , I -1 4 C-L 014.1' "S L -Am 'A RELOW, I 11 is "W"I OF �� I 1; %'W(D I V FA END V7 0 . L. i I .. I ! mRal" 11 T'.) 'i � I I - i - '§ i 7 C-1 i -,-,O,,,-,?- 1 - - 1 1, qj " - "I .1 (SEZ WIVL TlA * .L. I I � 1 - - I I k NOTE ", 51.��) - --y- I �Ii i - 1-1 - .1111, - - WDOIt 'WADER KOUIRID I - j � i 2 9/is' ml,t, 1 A'.-20,3 4' 1 _ , - - - - i 111­?ml��,' M. SCREW, 5 = t= - - � I 'I , 6' 2 9/,V� .1, _ SEPARATION I 1 2 � - SEPARATION - I TO CLASS. a",11111 ; - '341'�/�11- � * ! 46','*�1270/. i �it'.1"i-e- �, � To OLA. 12' OC -1 KING NUT 0 MR, OVEVLA. 'I - I h, "I' P v ,1;11', __ _ -) 2 ,/Ii- W. "WER"A �: R -- 1 v , - "ARID" -_ it' � � P, 2 9/16' - � ;".­;-:4:��, - - In UUIRS ;/- ,/,', �wp, ,1� ,�I IS 15 I ,�/:, g . __ ir., � US 6*/ ­ -A-. - - � - - ___L � - - SEPARATION - 1 1 � § - --y- I � 10 �ASS 'i VIIERY CASkUP, I i ;. (�I, I. - ; � I, III i I i I ! �7 .� ''I , 11''11F.-I 1 � 41 - ! g 1 1 p 1 Cj - - ---I- - H .1 , `II - ,, , 1, I 9 : L I " I � . I n. �� j ­_ 14 §9 � - __�� I .1 11�1 I , I - - -- - `­ - v ! I p IA , I--- � 1 � j �' ." I I I - - ,It 'I � . . 1� S 2 1 .j 11 T-4 V'�, , .- I F � I I . ! I I ,I r , 4 , I , . Jig '11! ix T 1 - ;- I � - I � 0- I � I - - �" I � - - 3 C­` i _QI I - , - ­7 i I ,_ - - i . to ". y�,-,Rtz/,',.-S I I �� 1 I ,; - 1. I I i -� ; � - ii f 1 1 E�, _', ,,.-4,, � -, I. - ___­ I 1 - - - o: .GNU` 1.)j,1 - , - I ll I I 1, tD 7:1 � I z?1., 1 , I- I . i , , - _. - I -1 _ i I __q e -� I 1� �, �7v 1 it 1 ­ _ I & I" ��C, .- " I � I --- i ` �, I 11 , I -----I I I (2�.3- ) I : N �� I - �� I I . � I 2 L�__, - � __irl_ L � I ­ 1 1 � ­ . I - 1 /1'­j%J/4' JA SN W/ I - I I ,,� � , . I-LUATE ICkLE C - - - (V I L...L L � 4 8 ,�, wo , , - m, , 4 � ! -- I .. ..... - V - , Pt. " , -, � , �� - s, ,g/ 11 'L v PANE -A � ./ C-A. I -I -, U, - ­1 I K`j - - ! , - --- , , 4j__"1w1 11 I I . � � I � 7/s' W.� TTHREA NO ­1 ­­11 - - -1 'I - vm z C f F 11 - �� 1. ./A",p ,L-v,NG It= 'A on�Twj - _� * 0* 011 I j � 1-1 Il- J - t�. P01VW7 1014 I I --I- ,� I, - I I 11 :4_, 1 F 1/4' � � , - 1/1'. LAC SCRE" 0 S" 01c. - , I " - Ho � � I , I RD, I -, - - I ; THRIADED V REQUIRED I I � ` I I I A A�- �!__ T. � I . ;nm. NOR I . - I It � I OF PLATE A, CS 2000 4K TIAT ON ON EWE I - 11.1,--f , C I ,� I`;� , I I a I ,aA;,7o%vA- VU, -/ vw�,,/zw 9m,Vm "I mpEta'TRATTON 1-n vll,t.�­M'�- - '. MOO) , , I " a -,-/. � 'L '. I'll, L M901ING ­ , � , � I C r cc - , 5 U, two � I 1 , I � km � I , - I I IT - /,;..L,4 SC=S i"� *� � LAC SC , 0 I ga, � - IN- -;14,* IHMULD, I. Alz/. At., m nl �, - ,/2, , ,a - � 1. 2 w'. I , � T;U, 'WOULNE11 9 WOO ,(%Z 11 11411 FLAT Oa - - RdATIYE 2-V 1 PLATE Ill IT USIVIOn" OF PUTT , - 104, 2,0, -ODD ERWWU 'W'DOD J. 64 CA ON t, Lr10 , "I ­' A MKI&LAMN SCALE 114' " q ISAID REOIRM IN'T I ALTE&NAIM i "-w _. I , " .. - I RUIL TING c I L CALE 11141-f' , I , lit ELQQR To Q UNTING I I ­.. ALTERNATIYE 4"W I INSIALL.TIONS ARE ONLY 1AL,C 'DR B.'UNWIS WITH A-S 0. OLVC wADS - I ­� I SCAL'a I /. -_ I - t� 10 +13GO, -75.3 Rst AND FMILL'S LENCITH UP TO V_io' IS [ � - ____�o 4 � "' .... "T"'NA, TERNATIVE VW - i 10-A.�TIJI � , , .1111, 2 FOR PEW WOW FRAME CONSTRUMN WOO MEMBERS TO BE SOLFUg-AN - SCAIX 1/4--l- . 0 E � .. ..... I I . , - PONE Pit, 2, W/ SPECIFIC DENSITY OF 0,56 OR EOIJAI `��_�, � .,4� �-i­. ,� ldl� I �� T -�'-��-. \�r - I 11 ., . -ENS-.,.-. I,- - z . I __-, � - FLORIDA BUILDING CODE (H!gh Vetoclij Hvmi.ons Zone) :;j - , __- : � , . = : NO. 4 1 ., = �. , , No' 4 1 1 "oo. �Ino. RE , � .. = ,p = *: 20 GAGE GALVANIZED STEEL STORM PANEL � , BAR = . . * _= DR- - . P".� - z . ­C I Tffmna�F� ii,,�-,r­ so, k. AL NAP - I - f T OF _ _ , - I !__�,& . -., STAT OF �'; - �7�,_- - ,� � !" -, ____� ­ .. - . . , GLOBAL ROTECTION PRODUCTSA LLC, `o/M"N`a E I'E _: - .,�, Or � - .. 01 I A C 0114 C' ' ' t f) f) / / I I IM . . r,;__­.­_.___­ �.. / 4W F,�� SI SiPEJEF - ptt'. 1a_`_1___-;1p � dm_m,L� AWW Xwo-EW.11". - - , - - 1*i&� . I - 0 /I 0 A� INANCERINO tOM*AxV QHgo S !­ .�o n W111",, � 1 11 - __ ` .1. TOP . BOTTOM .01WNPIGS CAN a" "NOSWED 114 MY ONDMN & ANCHIM-LOCAMH "I'll *'J# " , " JIV�Tx W1.1 P,01; ft�=Y&�t� 11.11-11m..� 20-176 '�s I I 0 / - WOt, I VAFN -- _ Mi - WAI TO Sur A'" INSTALLATION 1A10,111 ,I, LILLIMAW � ---4- bWI NO SCAI.E, I/t* . 1* ? :!It Hit 'A I-,- = Ax , NOIC SHAOTTER TRAC.S No, S.0" FOR CLAM' Ft -_1L�`%axPR4RC,Y,FE - I - _._____ � - I - i "' �� I - - OF J_ I 61IN'llo;y7i-,]*I�--imiRil:t;ll 7-1 r"" "". no = �.� MAXIM�M PANEL LENGTH %+ OR %-` (ft.) 0 MAXIMUM ALS'a� DESIGN PRE.-AIRE RATING (P.ol ( ar -) COMPETE a WOW INST&LAUDINS t -- - L+ _T E,­ - 2CQ___ ___ 12,-D* 12'-O* 25.0 121-0, )F'-a' - -vo ___;_ 17--e - __ _;_07:F, --_�o - 10�10- 'O.-o- ima - ,:,..� - B,�� A, - 45-0 - 9--fi- 8-9- ___ _____ SOO __ - IF_ I, 81-4, S&O --- ____eT_�;_,__ , _;:_��_ ---7,-7*- __ - - - , _F:_il�_ - - Sao ­_-1-1- 6i_�_, ­­ I - __ 7i�G__ 8��_ ­ i7_,;� - it _O� - -T-4; - 710 7,-5* v-;7_ -- S�C- -7;;- --j7_­ _­­----- "--O' ­ --­ 6,-S, _!!'o __ _ ;___,i�_, _T_i�_ - - __!�-S,__ __ MO __ ___i0_a�_v___ WE& ----T�,-­ - -- - _,_!'._r --- _- C-5, , e�,i�_­ ---:--- 6 - _,_i�_'�o - 5,-q- - - -,�--j;­ �_1&0,___ - _51:i;_ i 119'a ­_ - 51-51 Qw_1mL1m"1_J1L_iit_U_" pot/4. 3/4, 4/5, 5/5 & 6/5 W/6. 2IN/6, SW/7 & 4W/7 3' MAX ­ - ___ ____ -1, tw- o 6 - __L� 1'�ItAI� - ._� . - 1.1- __ D_M.,W_�a), F , - I - -1 - r I- ,.I - ­I_r__ . r-7- 7­ . , IT' ­T -7 -I- I I - I .-UD* ..-.,-, , , . ,­`I- - I I I I I - - I ; -----, �� �1 114- - T r---f` I MAXIMUM PANEL LENGTH L+` OR %-- (ft.) a- "U"Ou" Agc- CS DES DR PRESSURE RATING (P-1.) (4 - -) CONCRETE & WOOD RJETAaATIONS - t - L+ L, __ __ 2A0 14'-4� FJ'-O' ---'-- __�id.O - 12�-TO� t I'- 7- JOI0 If'-aT Io'-?' laj­ ta-_730_ - 0� 9- - 4010 . 'r-e __ St'-2' - "�O 0'- I' --- il_� ___ 8--7 , - -,-- _­ W-2- r_;__ - ______ - - - - 56.0 - ------ !ai�__ __ -a-_-.i-- - - Mo � __ #'_O' -".,- _ - 7,-5* ____ W_�_____ ___ - W45­ ____ __ _i��_ - _7�_�__ - _r__i; __ - 1. ----- 75LI __��­ r- _!�_L_._ - 6. . -a ­­11 --- 1­�, 0 - ­_­��__ 71-0;- mx ___;ii_0_­ 7-01 _,_W__;�­___i.__�� ____ 6'-,I' - W;-0-­-, ___ rOo_E____, I tmo _____ "O'C' , _i�_1._­__5__`In_*___ - ­­ __±�:_ __ 61-5, - - _,;4:_;�;__ - S,-41 5*_Iz- __ - -,- - 10 TO' _Odfo A 11" - - 4*-e* MINIMUM SEPARATION TO GLASS SCHEDULE MAXIMUM PANEL L04TH - WIND SPEED I; I 70 -P h WIND SPEED 1 170 ­P�h (iF) UNRESTRAINED I RESTRAINED w OR LESS I' 1--7- S- 1 6 I/C � I i_____L___,: 7 112- i 7 1/2- il'�*i - - '" j I- 7 1/2- 1 7 1/2- E=BIT"'D - � I' I __2L__J_ - I - 1/2- UIMIUIIU PAIMrl I rNPTJ4 AnI IFOR A N. VrN UE)UNITINO CONDITION -0,2/4 ,."," ANCHORS (SEE SCHEI)ULE ON " MIN - I - I . ­ SHEETS 9, TO AL-1) . --- 6 a W,,�,yorq5 i I I I i I 1, I 1 ! I 1 1 j i i � I I 11 11 � I I 1 i I I 11 I ; I 1 I f I i i ! ! I , � 1 1 i I I I � L,---- L, I i I I I 1 j I I v i , i I 1 I I 1 1 2 � ,� � j � ! !,', , J_,_ J-11-11­1­11111­11­1 I I I � , I 1 � � 1 1 i 11 8 � I L, _ . -I ­-T-11.111 � ll I ',,­ � I , ,-- , i- -3 I..L. __ -7 1, i - __ - ­ I ['I 7 I I—, - -i _ - -�, _� ,,�1_________ I 11. I "', -11 __ I I 1­111_11­., __ -1 t 1 I I V, 1 ; � I � -,!-- 1 , I - � I , 1 1 � z_AJ - - 1--i � I I I i 1 1 - -- 41 1._ I I f I -1 � I I i i - i __ i � . I , I A, , 1 1 1 "W . t � I 1 1 1 ! I I � UNBOLTED PANELS 1 I , i I . : I 1 I I I_,_,; i I I t I ! '. i I I i - � i I - I - I i - 4 ­_ I_ - - - I - " � i� ,I BOLTED PANEL .S W/ 1/40-20*1' � rk @ � (SEE SECTIONS AS I I � APPLICABLE) I i . 1 I i � � I I I I I : j I i . C � � : I I S,S. VS, BOLT W/ 0 OVERLAP i (SEE SECTIONS AS APPLIC-41314 1 I 1 ; � i I I [ I 1 � I - I ! - I I , i . I � I j I i I . . I � i I . I 1 1 1 1 . 2 1 I I I 1 1 - ! I . . I I I I i 1 � 1 1 I � 1 , L I i �� I r T 1 i � , I 1 1 1 i I . I 7 7 J p i I i 1 i I i I ! I 1 1 1 f � i I � I i , . I � S i i i I � I I I . I � i i I I I I . . ! I I � I i I i t 1 ; I � I , i I I 1 I I I D,m..(�)�04,, I � , . � . I _1 � I i I , [ i I ! , I� I I i ; I I i , - f,_ J_! - � j - �I . I I ! I . I I i I I 1�1 I . - I I - , � I i I � i i i I . f I i -I- - I - @ Or c� - __ -1y ;�d MAX 1i -i A, Oj , , " I. i !& 131 , i i 'r & 0 _1 *111 j 9 : I ­ _.i.-f 5 - - ­ - -i)� �, ;N. 1. MIN 1-10,2/4 1/4, 3/4, 4/5, 5/5 & 5 L*IW/6, � � 2W/6, 3W/7 & AW/7 - - , I ­____--AACHaRSi Tw SCHISOULF ON SHEETS V. 10 &it).,, - ". ­ �� REGULAR STORM PANEL Cf.' ELEVATIOt! 2 887* NLT.S, , �/,� Y'�� w , �- (MiW, avme�p.�!L"w miry) - . -----.I i - i J& ... 111� .--- __ TOP TOP �� DIRECT I 1� HEADER 1 I'SNIv ILI, HEADER j STUD - Ir TRAC .r ANOLE TRACK U0.0- T IF, I , Om WOUN I ANGLE ws- .WUL - f DIRECT MOUNT 46' 32' '12, 1 35- w fc� 50' � - '4 i-S"XI-6, ANGLE _3;5�_ 32' __=__4__Z__ 32' - AV , Sir �� 03 Tr- TRACX w 37, - 32' 1 42' ___ __�'_ .1 � _ -;;:-- - . -ANG IW& LE 6) I ORES SO- . 1 32- I- 1 32- 1 1. " , - . 55 51, 1 BUILD-W 'r TRACI I Sw _ t 3i� I I- 1 38- - -1 1 w 56. .... 1 5S- 2 !Q` Em 2&2= I j , 1/4­� - 1 \--.7- 1 1 - MAX. GAP A ,7N :--7- - - - - \_L.1__ \�/ \_r/1 ! SECTION A -A 1�� � 11 N,T.& (1) L.; MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN 'CISTILRE ALSIL DESIGN WAD L­ MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE X&D, DESIGN LW. (2) PROCEDURE TO DETERAMME MAXIMUM PANEL LENGTHT ONENt A POSITIVE A.S. 0 . DESA;N LDAO, DETERMINE MAXIMUM PANEL LENGTH *L.* FROM SCHEDULE OWN A NEGATIVE ASAD� DESION LCAIL DETERMINE MAXIMUM PANEL LENGTH *t` FROM SCHEDULE FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL TO T ,K MINWM DETERMINED PAWL LE14M BE`WI It+, AND IL-1. (1) ME SCHEDULE BELOW FOR MR, PANEL LENGTH FOR POROSITY CLAUJITCAGNON . WVALLAT06 INTO WOOD ARE UMITIED TO i 95 p,Lt VAX &SD� DESIGN PRESSURE RATING ASEFOW�M 0, I 0 6, It FOR MAX, &S,D, DESIGN LOADS & MAX� PANEL 1XNGTR5 FOR *:: .10,44167 "' B Focht rATdOX INC, I z . . * .* B -Z� * , r ric '�� z - - / I , ":V�, TATE OF -' � ___ INC. �,:,-",��- ORIDI, . � - I - MTE02. E;�n 24 GAGE GALVANIZED STEEL STORM PANEL PA. Wbo"I IP. .OBAL PROTECTION PRODUCTS, LI.C. ""1m'/m- .w 'UtI. 51 STREET w1w. FT- 2L!'". ;`�� fftai) _`RHiL TAX, V_XRg­_7 20-175 -.1 - I- DRUWNGW , I , I . I I r I " is _____ ---,---- - - INSTALLATLQN-QETAILS FOR REGULAR P (f) IN10 WOQD STRUCTURES I I 1­1 I - ... � ..... -1-1. - - - I __r­ - 0, ----,-,---,-,-, -- L- ­­ - -�I­ - I ­ I I—— ­ � I I , �;7 �;_ Mi.. , I � 1 4 ­� I r �j� I SEPARATION I � I - ���,� - I , , - , I � '11, � 1- 'TO GLASS. I , , .. A- WOOD ANCHORS : I t� 11 - I --- I - !I! ­SSEE SCHUOULE ON I � - �I, , . (SEE SCHEDULE I ,/.7#-2cx,' - � - �! SHUT I 1) I i�� 3) I ON SHEET 3) - V11111. ­ 1 . _. � 1, � IF. _`mA, I I ,&:I" - � - I C "S I" "OLI`F � r I, I , I __ _ _ - I - I ,. - - I *r 6 1/4 cC_ 'I -- � 1q, . . - - - - - - ,­- ________­_ . I . - _� I I , I I ____ Vol 'I-,---- - ." -,n . . � I T i . . , I = -;s� I � I I I I �'� t . , � � I . ------I- - - I I I i I V M­ - � 1_� - ; �, I----[ __ __ - - I PANEL L94GTH l a __ I WOW HEADER 1_ , I I I) 20 WOOD ANCHORS �� ­4 . ! "', (SEE SCHEDULE , REQUIRED ,CHEDVL, _ _ �, - �:� I - I I I ,:, I (SEE 1 _ ON � ,_ __ - -, .. I ON I - - - __Y__ I 1/0 . .1 � __T_ I . SSNEE7 TWR - SHEET - - �O; f - 1 _ , I PACER '. -i MAX- 1) I - , - tEoi I / " i*3 *1 1 "�_U�j � . I . . !1! :1 - C1 11 0�1� . I I I - I ED I - I I ; � 2' 11 WOOD HEADER - _.� � � . - - - � i ! � I . I I, . . - � � � Mill ; ! �� I I � ;., t ,. 1� , ,: � , , � � I ; I - I : t cl) ED ; I I I . I � I , I , ___-, - - ­ _; , I I - I � I I I � U I ? 9 � � �: _" I' MAX- LONG ALUMINUM SPACERS 0 12 1/2* : � 1 l I L I � k I O.C� (SEE TABLE #I ON SHEET 11.) WA. i A' 0 �, , . , SEE NOTE BELOW FOR LIMITATIONS FOR - _(� I SEPARATION I 1. it ! 11 1, Mo. � 1 ,, , I � 1 1/2' LONG SUE711M lik X EL LENCT14 I I" , � I" LENGTH - - I � , I IO CLASS, - PANEL I i [ (SET, SCHEDULE Ulf � � � I �SIEE , (SEE SCHEDULE � SCHEID �1 ''� LFWAI-E 1_ I � , 1 014 SHEET 3) LET 3) - , ON SHEET , � --PANEL MALE * OR PANEL RATE ON slit t _ - I 3) � , � - ,_ t � i PLUS SCHEDULE 11) ve - . X"- I I , I f: (SEE ON SHEET F I % �11 I I . �L , � i � 'NS, *9 1 t I � A, E, il� I I � I I A I I I'll, 7=1i-, EXISTING ,I sip , . I'D, EXISTING I - I I � 2*A4 - I I --I T I f� I'll -4 , , - - � - , GLASS (SEE C PLATE REQUIRED I ��, : �i r ON _­ " ! I DIRECT MOUNT A - 4;1,, 1 . - 9 L-- - �,L - I __ .L __ I # * 1 I 4 C5A ALTERNATIVE 1 T = - I � 4 ! I � L �r_� 1� SCALE 3,76.7 1 i - -1, �� 11 #1 ON It I � i I I! F 0 12 1/2' OLD, SEE TABLE SHEET I 1 OR MAX. PANEL LENGTHS At i SOX .I � . MAY� A-S.D DESIGN LCADSFFCLF? THIS INSTALLATION, 1� i , I I Or IL Ed I , - - � �7 . , �� 1 � , 1 - , MAX, , lj� I 17 I i , - �� - - I W, 17-11- r : 'Ell 1, - - 11 I _ ., . .1. 1 3/4� 1 a 12 1/2- 0 C I I � I � - h; � I r_, I 1, , 7 i z - __________________ E� - - .. - __ I_ 1 4- 1 I i � I � I ; WOOD ANCHORS * * mm I � tj - -- - -4911mm* - I A _7___j� ,. 0 I., , 1. I - -1- - - - --41- 1 ) , � ", � STAGGERED W/ STUD , , ! I �� I , SPAM GA MAY BE I LONG I - - TIr WL - � _� 1. � � I (SEE SCHEDULE ON .1 _:_� j � . - : � ; - ­_ ----"---! '" SHEET it) i I k A 14TIN 15'-Q' � I I _____­ I �! � (1) -OWALIARCH a LIMITED M A Or === ANY I I I �� , � � i *bm MEA` - ""B", "a' " _(D i I 2'.4* WOOD ,� � i I I � I OAMM Hes" CURRENTLY wo,"TED DR SHEET I 1). i . PLATE REOUTRO �1' ' ' 1 , �,4�_ . 'WOOD ANCHORS I I* x0m. SEPARATION To CLAM I.-, . L �,j 'Y - WOOD I --UD 1 ; 4 I i ,� I ii:Aoormu W/ 5, To "4% AS � T" 0), FEIMILE to OR ) ��� 'ALI IM To I I � PLATE MUM 'Itim, � I,,Mm I : , (SEE SCHEDULE ON L444 AS THE . 0. , VA ) =r F1 " " - 11 ,:m ARE I I � "I ! ,1� SHEET I 1) OOMPM WITH, 3,w 'C". i ] 07 I !!� �I 94M 6) � , I AS DES" PRESSURE � �, . I i 1 ot � I ALATTRO IS 30. -AIS "A MAX 24 Cam PANEL Lvam IS LARTED TO "* AT Aw, OPENING. � ] - . , I - - t MO IS A REPTIRKTION FROM LARGER FAM UENCINIS ALLOMEO ON I 11 I M MAXIMUM SIOR11 .A.Q. LE.GTH S 1 WALL M i I smitioDUL SIWII I IRE I MQUNT � '. � I f I WIF (4) 1 1 a LONG WMOER COIAPOWW IM SHAIL K AS IMINATED ON j WALL MOUNTING I a) STORM FAND_ WSTAULATION IS MY ' ALTERNATI 2W I , Iwo m EXISTING WOOD nVAIE WALL I SCALE 3�8_1, 1 gm I- INSTALLATION OF 12 t/Z* LONG SPACER 9A Int ONLY 1 I VAUD MR WIND DGIBS, I. AND I AS DETERRED BY ASTI, ALTERNATIVE IW I I -I"s SIDUCAR ANI)` THE ILDN) VnA EDITION) OF THE RAW" ' E D SCALE 3/8.1" (4) INSTALLATION V%DD ONLY FOR WIND � ! SULMO CODE I ZONIC, 1. 2 . 3 PER ASITIM E I � L 1999-dS. ! : I I 41AIMHAUHN44" ___ , A ...___,_.__________________j 411_1_11�s�� - -:,T/QN �?4't' `� , NOTM zF ..-' �CEIV-.`--�F'lq � se 1�� FLORIDA BUILDING CODE (Non HIgh Velocity Hurricono Zone) NQJE FQRJQ�TIM: 1, INSTALLATION ARE ONLY VALID FOR VAX, ASO. ff � , & settle TLLIWA INC, - : , 24 GAGE GALVANIZED STEEL STORM PANEL I IGN PRESSURE . = - m"_ .,+ DES RATING (p�sf) AND PANEL LENGTHS = * ; * .1 - . TOP & BOTTOM MOUNIIiNGS CAN BE AS PER SCHEMES ON SHEET 3 (EXCEPT FOR = . .*E . . 01/11/mad COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W-) -_%73,- STIAM OPL-�.` GLOBAL PROTECTION PRODUCTS. LLC. 'TV INSTALLATION 11 _ � z_Alttk-a�'_ 10ric ; ... FOOD SIC �, SdWET :f `.- ( URIU, - , 16Y. 1 /. n P, Y 2. FOR NEW WOOD FRAME CONSIRUCTION: WOOD ,�, -, , , DuW. Ft- =I. ", rze )v -.44, - - , I. 20-175 __ 43 � , 0.9 __ P`4xxt�. (_)MW­"_.. F�l ulb-"2 MEMBERS 30 BE SOUTHERN PINE No 2, W/ SPECIFIC 00 Z�t' 34 &I I - - MWINO NV I I DENSITY OF M55 OR EOUAL� it, KI - .I - I - fm�_ i m_�w­- I .0 - lawletow,ft/oAtr W&Tp ", Tug ., S.11 FIX . - , ____­____­ ---------- __ ___ " i � (C) 1Q_�y!1t&9_ww_A4jq1 _SFjEQkXM Er_Ti____ Q,�_WE` I SHOWN 0 III ��� M A��FITMALUATMN D900nUgM (P ED.) RAS SEEN VEMPED FOR COMPUANCT 10 ACCOIZDANC E - 1/4"It TAPCON ANCHORS, AS MANUFACTURED BY 0V 9UILUEK, INC I WITH THE 2020 (7p, EDITION) OF THE FLORIDA 9LALGING, CODE THIS 51ORM PANEL SHALL NOT RE INSTALLED AT HICH - #I4-70 PANELUATE FEMALE IV AND PANELMATE PLUS ANCHORS. A' MANUFACTURED By ELCO CONSTRUCTION PRODUCTS. I vEUoCLTT HURRICANE ZONES (mlog-pildE / MROLWARD COUNTIES). _ 17/4�9 LAC SCREWS PER N_G.S DESIGN WIND LOADS S101 RE 0111INED AS PER $EN�N 1609 OF THE ABOVE MENTIONED COOL FOK A BASIC WIND _ _ /We, - ��/B* WOW RUSHIN0, ,AS DISTRIBUTED By ALL POINT SCREW BONT IF �iPFCLALTY CO� SPEED AS REQUIRED BY THE JVRISDICT-DIN WHERE STORM PANEL W;LI BE INSTALLED. AND FOR A DIRECOONLk-PY FACTOR KD-43.65, USING ASCE 1-15 AND SHALL NO EXCEED THE MAXIMUM (ASO.) DESIGN PRESS-JRE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 112' AND 2' FOR ELCO PANE'JOAIE PLUS I 3. 9 THRM 12 & 17, 16 AND FAMELMALE FEMALE ID IN ORDER TO vEMRY THE ABOVE CON CON. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE ORST PEDOCED TO ALSO DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 06 tit ORDER TO COMPARE -,HIM W/ MAX (A,SO) I 2) MINIMUM THREADED PITHEMMON Of LAC SCREW. INTO THE WOOD FRAME VNIT SHALL BE 1 1 � ' - NO THREADED DESION PRESSURE RAIMS INDICATED ON SHEETS J�. 9 n4RU 12 & 17. 18 PENETRATION INTO STUCCO SHALL BE CONSIDERED A� PART Of THE REOUPED THREADED PEN rRATION IN ORDER TO VERIFY THAI ANCLIORS ON THIS P,E,D AS TESTED WERE NOT OVER STRESSM, A M% INCREASE IN �OWAH"i STRM FOR VA D LOADS WAS = USM III THEIR ANALYSTS. FA.17rEtItRS SPACING M. WOOD HAS SEEN DMUDALNEO IN C J) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SNAILL BE AS INDICATED IN ,-HIS M. AWiNG ACCORDANCE WITH N.IIS 201IL STORM PANEL'S ADEQUACY FOR AIPAC! AND WIND RESISTANCE RAS BEEN VERIFIED IN ACCORDANCE " SECTION 1609.1.2 OF CA) MINIMUM PENETRATION 01F WOW eUSHING SHALL 13E 5/8* 1/4' 0-20 SCR_-W5 USED SHALL' BE 1 112' LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS Or SOUTH FLORIDA REPORTS 0814 01-Cll AND #0,1942-09, AS SHOULD ZFJI EXIST, MO 1" MINIMUM FOR WALLS WITH NO STUCCO PER SSTD I 2-99 ,k ASEA C 3"-02 STAtCLABON, AND AMERICAN TESIING LAB SOUTH FLORIDA REPORT #112"I-10 AS PER TI,,S-20 AND TAS-203 PROTOCOLS, ,AND AS PEP CALCUL.�ONS PERFORMED IN AC(�ORTTANLIX W/ SECTION 1604 OF THE C 5) IN CASE I AT PRECAST 5TOLNE� 00 PRECAST CONCRETE PANELS, STUCCO OF, WOOD BOARDS BE FOUND lot THE EXISTING ' HOPS SHALL BE LOW FLORIDA'BLALDING CODE NALL ARCH ' ENOUGH TO REACH THE MAIN STRUCTURE BFHIUD SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN C 1), C 2) & C,4) 7 ALL ALUMUJUM EXTRUSIONS 10 BE 6OM-16 ALID� AND TEMPER (UNLESS OTHERWISE NUKED), SEE SHEET 2 ID) ANCHORS SHALL BE iNSTALLLED FOLLOWING ALL (IF THE RECOMMENDATIONS AND SPECIFICAFLONS OF THE MC�DR'S MMUfACrURER 3 ALL ALUMiNUM SHEET METAt USED AT CLOSURES 3,4ALL 14AVF 3105-H14 ALLOY 8 (IANW WAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING NSTALLKTORI DETAILS SHOWN ON SECTION I THROUGH & (SHEETS 4 4. All STEEL SHEET META PANELS SHALL HAVE STRLCrURk1 QUALITY STEEL, AS,rR A-653 GRACE DO MINIMUM, C-60 GALVANIZED ILTIOUGH S) EXCEPT THAT FEAUCIFSQ At a SHALL HOT BE USED STEEL UESIGNATION WIFY- §22 kt, (AFTER RQU�M), V M SHALL B( THE RE5PONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOQNONESS Or THE STRUMIZE WHERE SHUTTER 15 TO BE 5 ALI SCREWS TO BE STAINLESS STffj_ 304 UP 316 A,SI SERIES OR CORROSION RESISTANT DCATIED CARBON SMIE- AS PER DIN ATTACHED III INSURE PROPEF ANCHORAGE THIS SHUTTEP SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUILDINGS. I`-, PENGTW AND � _ 'HALL COMPLY W/ r,CL 50 IT W1 SO kxi YIEW STRENGTH AND !HL ", TFNSIU OF ,RICA FURLTANG CODE SECTION � 2. �1 3 314 III EACH REGULAR STORM PANEL WITH LENGTHS OVER DOL'. AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATIVES IW, 3W & 4W ON g 6 , - SHEETS 4. 5. 5 & 7 RFSPECTIVC,Y� SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKLRG !NSTRUCTINC C"CP OR TENANT TO I ED I-. TO BE ASTM ­307 GAIVANigED SlE1_ OR AVSR ADA SERIES STAINLESS SIEFL WTITH 35 UXi, MINIMUM YIELD STRENGTH SECURE PANELS WC'H APPUCA13U RIDWORCEMENT DURING PERIODS OF HURRICANE WARNING " I ! i � ANCHORS 10 WALL SHALL HE AS FOLLOWS: 11 THE INSTALLATION CONTRACTOR ,S TO SEA,/CAVV ALI, SHUTTER COM"W. EDGES W,CH RE"N WI CONTINUOUS CONTACT WITH It THE BUILDING TO PREVENT wLHD/RALN �NTRUS&014 (11 ( ,A) TQ Exom_MgR�ELI=�f. a - 1/4-0 TAPCON ANCHORS AS MANUFAITTVRED BY LTV RVILOEX. INC (Mim C-319, PP.," 12 STORM PANEL NSFALLAITION SKkLI_ COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY OULDING X40 ,'ONNG REGULATIONS C% _ 1 14* 0 , 7/8' CALK -IN ANCHORS, AS MANUFACTURED By DCWALI INC PROVIDED BY III[ JUgSDLCTKN WHERE PERMIT IS APPLIED TO. - 1/4'0 � 3/4" SOVD-SIET ANCHORS, AS UIS1FIBUTIED By ALI, POINT SCREW, SOLT & SPECIALTY CO -, r- (Mi,, L-3000 P..-,) IS (a) THIS PRODUCE VVAUUAION DOCUMENT (PS-0) FROPA,RED RY THIS ENGINEER IS ,;C1,ERTC AN[; DOES NOT PROVIDE 'N�ORMALOIN -HE - ARO,1111 PLUS AN HOPE I'. _5f - U TS FOR A SITE SPECIFIC PROJECT, �e_ WHERE THE SITE CONO TINS DEVIATE FROM P.E 0 - '11 ITT 11111111AII PIRALI 10 5, c 'A"Un 'y EL'. CON-, 7 - UD. P.) C , ::) r , AS U Ed _ - ' CONTRACTOR TO BE RESPONSISLE FOR IKE SEL_ .. 1/4"O ZAMAC "LIN ANCHORS. AS MANUFACLUiRIED BY DEWALT, �NC (I,, VCTION, PURCRASE AND INSTALLATION INCLUDIN ' UFE SAFETY OF THIS PRODUCT � % A 1) MINIMUM EMBEDMENT OF TAPCON ANCKUR5 INTO POURED CONCRETE SHALL BE I 3,JC, 2- FOR EX0 PANELMAIE AND BASED CIN THIS PE,D� PROVIDED ,W/SHE DOES N07 DEVIATE FROM NE CONMONS DE-IMLED CN THIS DOCUMENT CONSTRUCTION SAFVY AT 51:TE IS PRE CONTRACTOR'S RESPONSTSILF!"I I I 414- FOR YAMA,� NAILIN ANCHORS. W T14,16 PROdul:1 CvALUAF�- OCCuMENT WILL BE rOkSLWREO LWAUD ,F MOVnED A.2) C"-[N & 5OUD-SET ANCHORS SHALL RD EMBEDDED 1/6' INTO THE POURED CONCRETE, No EMBEDMENT INTO I STUCCO SHALL BE PETR#LTEG_ 1/4' 0-20 SCREWS USED SHALL BE I t/2' LONG UfNitiUM SHOULD MKO EXIM, W SITE SPECIM PROJECTS SHAI'L at PREPARED BY A FIORLOA REGISTERED ENGINEER OR ARCHITECT WNICH WILL RECONTE PIF r �E O-N) FOR THE PAWECI AND WHO WILL HE RESPONSI FOR TW AND I" MINIMUM FOR WALLS WIT" NO SPXCU, AND MAY Of, HEADED SCREWS OR ALL THREADED SCREWS W/0 HEAD, FN NEER OF PSIDDIRC, f EU E 6 NQUEER OF RECORD� ACTING AS 4 OfLECATILD ENGINE - 14E . UT WITH WIND Nuts PROPER USE OF TIRE P E4 E M 10 P,E,D. ENGINEER, SHALL- SUBMIT TO 'THIS LATTER THE SITE SPECIFIC ORAWINICS FOR RMEW, A l) IN WE THAT PFIECAST STORE. PHECASI CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND DR NE EATS'nNC WALL OR FLOOR. AN04ORE ISHkLi BE LOW, ENOUCII TO REACH THE MLIL. STRUCTURE SESINO SUCH PA14US IF) THIS PE.0 5H-LIL BEAR 11PE DAIL AND OTUGWAL SEAL AMU �PGNAIURE OF TkE PROFESSIONAL ANCHORAGE 5HAE1 BE AS MENTIONED IN 11) AND IN A2) ENGINEER OF RECORD IR&F PREPARED IT I 11. SHUTILk M,4ALLFACTUREP'S LAGEL SHAL, BE LOCATED ON A READILY VISIBLE LOCATTON AT STORIA (8) �g.-L&InNg-LD�-,L-.�L=-,N",Avm-fl=pk PANEL SHmFJR IN ACCORDANCE WITH SECTION 1709.9 2 OF FLORIDA BUILDING CODE, ONE LABEL - 1/4: TAPCON ANCHORS AS MMULALVITUREAD IFTY 1 1 W BULLOr.. INC. C : - SHALL BE PLACED FOR MRY OPENING IABaING TO COMPLY WITH SECTION 1709 9,3 Or TFIE - I/ , , 718' CM -el ANQ11ORS1 AS MANUFACTUREE BY DEWAL(. INC FLORIDA BUILDING CODE - ,/4-0 9 3/4- SOLID- SET ANCHORS, AS DIELTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO it, ­0 PANFLMATE FEMALE- VD AND PANELWATE PLUS ANCLAORS� AS MANUFACTURED BY EtCC CULN51HUUTION Rn 'k��Iliwjj',149, ""_xx.x, : 1 /4' 0 7AWAC NAUN ANCRCJRE� AS MANUFACTURED BY DEWALT. INC ,.x - X'�i� � � �k �� . �,:,O', ,,% AX'-�* ` `-�� a �) misititw EmaiDvxxt c-, TAPCON ANCHORS. FLCO PAHELMATES, AND ZA"C NA;IJN ANCHOR, INTO THE �kG EN FLORIDA BUILDING CODE (Noin High Velocity Hur Icone Zone) BLOCK UNIT SHALL OF I 1/-' �` 1, I .. * .2.. .IRVa. - r- - 04i 67 ' 1 24 GAGE GALVANIZED STEEL STORM PANEL S. x) CALA-01 & SOOD-SET ANCHORS SHA­1I BE EMSEODFO 7/0' IN70 THE CORE %L i - aRMx, D' - STUCCO SHALL BE PERIALFTED, 1/4' 0­20 SCREWS USED SHALL BE ' */2* LONG MARMUM SkOLIUD j tv� * q�1;`Z____­___��', % "" / AUND I' MNIMUM FOR WALLS Wn NO STUCCO. � "� " GLOBAL PROTECTION PRODUCTS, LLC. �, -,' STATE I F -:-.�� - - 1 I C I - �A; __ -- ,:---,i - �. $1 PRE. 1%_. I Twx IrSTINIF A, f"IRCIDURK, co,krAw 6. 3) IN CASE THAI PRECAST STOMIL OR 001-CA$7 CONCRETE PANELS. MCC-0 OR WOOD BOARDS , ., I - .. - ., . CIVIL 11 �"Ilw�),_,A, , ,.. 4 OR tH p BE H L' ., / - I-3 -I,- 1r`A=)1A1_1.j!x1" .� ,n,u0"­_& 1xx4 20-175 EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SITI E 9 LIN ��, r"'low I, . ", 1I.C."). * S �= L, . - ,A. ANO-LORAGE SHALL BE AS MENTIONED ai E.1) AND IN B-2) ��,-,,S,/o � X _=.­ . . it - I - ,,, 4� -E mAtistoxiATuRvoin _;;�T_ 1:�� INILH 4% eALTIS; A, _.__qMw_- 'I", J'�-,K`7, I : ------------- .. -_ I I I INSTALWION DETAILS . FOR REGULAR PANEL (j) I I IINTO POURED CONCRETE OR CONCRETE BLQCK �TR DNCRETE TTWE . _gSIING POURED CONCRETE _ OUT I ___WC0 IT RVDCK I- " RECIORI-I , -1- , � "' , , , ,;Al CONCRETE BLOCK ,� , REOUFFED, " CONCRETE ANCHORS - �`�',, - � , " , , (SEE SCHEDULE ON - ' - ,1111�, 11 " CONCRETE ANCHORS; " -1 -� (ME SCHEDULE ON I ��,,�,,- ."", � - -1 - I SHEETS 9 THROUGH 10) " I _(i) I. ­ SHEETS $ THROUGH TO) N.;�, "I I (2.) EXISTING POURED CONCRETE OR j" - ` -I _ A , - - � I - 1 � I I I CONCRETE RLO" - "­:,�� REQUIRED, 4) I- I I z 1-1 ,/2- 1 -, A- I., ! � 11 1/2, I 1/4' , , W ,.��- : - I I `_ ­___ - I I 11 I I I " _WtX _­­ -1- I—— CONCRETE ANCHORS , I - - -_ : 1-1 � I 1� j I 13'11-�; F.0 i��,�- � I � (SEE ,�,Jv,, t � � I 'I I I -B-pin - TO) �'r SHEETS OUGH � ,%_-,�� , - i lil . � .,� - ; r, , ,-. I 11 � �� : I � I cqf , I t ­ I -9 - , . ,-, p � ,� _.., " � I 'r"�,�,��""�,,���"".��.,,.,,�,� ,�,­,-, I � . � , I cl) 11, , A , : ITU 64 1 . ; 1- � �, x I i I 9 I 9 - i I I - - ___ - __ A, - -I __ ,/.� - MI;- , ,, I - ___ ___ - -r---- I S.. =.'et -1 !L___ - __ p, , - i, _ - _-A. .- 1 ./,Tx­2­' .I -- MO 4 , T E.D I � _`,, '_ T_ a M OARIA, I ! P A -, Iza To Ttz I i W. IT SEPARATION -1 To GLASS. ; F_ .! wPxI,Ax<F ! ,", "" _ ,� "" . � I - . 1-.-i F- kSEIL SCHEDULE EXISTING w I - 'L' Max. ON SHEET 3) i I C SEE SCHEDULE :� ON SHED 3) uAcRi � 7-i ,I i I � L, : � I ILLJ I I � GLASSI�`I I I PANEL LENGTH , _1� i (SEE SCHEDULE I IT - I 4 ( . � "' Mo. 'L, Mo. ,,"`�o 'am" 1 1 ; I I ON SHEET 3) L " 0 1 P PANEL LENGTH ­71 (M SCHEDULE I I ANtL LENGTH i (SEr SCHEDULE CONCRETE ANCHORS �- - ,A- - 1- I (SEE SCHLED LE ON I � � . I I , , ,�V - a 11 (SEE SCHEDULE I ON SHEET 3) II -Off SHLET -*_ ­ 1! - I ON SHEET 3) I I , �;_ , YA - -I --; - -I SHEETS 9 TO - HROUGH 10� I A71 ) 502 ­ A��n� it I I � I 1 7­1�-,� "I _�. ... ., .� " . 1, T'.',�.,�. , OF 'L .,111","::�': - i ,I�, �V/,'N,':.�,,� MAX _� EXISIDsAil GLASS 0 i - TO � I 5011; i EXISTING I I DIAS I I I i L"'T"', . �, �­1f,,� q_ __ I _ - "I"',"20" , " F D � , ,,� 9 1�1 I , � I III 0 a I il ILIC I : . I "I 6 NJAD "I't �.""�� Ir �`;A�,�� rp �# ""I ����,,"'-'�7���"'L",������"",,�,"-'�",�" , , i:,K',%,�'�,�ev,�,­�', " � L, � 11- '. - ,� ­:?",�,';�,f�e, OF '17 i Mo I i , � I _177�7 -, , . �' T, " 1"_"'� 1 �_ p I ,� 1 '71 1�1/ I 1 11 ­4 " �, ,,_%�e, _'� I - 1 1 L '181111 EQ i , -, ,� I 1 1 � I ,�,, !,:,,� E� O L / "�,�' �,T� I I I ­�,,_ CO. ��T, - , , � , I 1 I , - I I �,m­ I i,. _1 " , i I ��,n""�� MZ7-,L I "e ��-"T',I'".,';, EKmw POURED'' 431 , ' I., ,, T"%�,,' I ,., ": �'. � , �," � , 1,45A, � - I I'., , I I �,., i �,, I I ___v _-, . . I. _; 1,�;"�' �,. -, CONCRETE OR , �,',�,,,�! CONCRETE BLOCK - , - 12 )/2- Or- k 11 I. I � , - I) � � �� ­� 1 _1 F I r APPUCASL CONCRETE ANCHORS � Ij I �� - . . . . . . . . "I W". " . I INUAoD, TEX SCREW Oft f - ',zl,'� � I' ( GO - 11-- ss - It ./.o I I .1 REQUIRED, - ! -- I ! I �� I ,_�A I - I i (SEE SCHEDULE ON - I , " "., - � , - � - I �,_ I I �� . I -o- ��; J � , I --w_ it 12 vy - I " � " - - '' � SHEETS 9 THROUGH I ,,, I 0) _. , I I � , I. - ", , - Vi,t , , IERNInE I . 11 I - __AL1 ��. . �� � - � W/ M ONLY WHEN SOLID ,�,��, SET & CAL-K-IN ANCHORS I A I LEG LOCAT04 o- " ... : - ' C4, ARE USED _TE %2 WHEN EXISTING POURED CONCRL OR CONCRETE SIM I CONCRETT_ '___��� CMCRETE � 1 CONCRETE ANCHORS S& AN PANELVATE REQUIRED, ARE USM ANCHORS DICK REQUIRED STAGGERED W/ SYUL5- (W SCHEDULE ON SHEETS 9 THROWN to) ,SEE SCHEDULE ON 1 I I -,mEm 9 THROUGH 10) BUI - - Qu f�lffl SECTION - 1 L SCALE 3/8-1' AAU- MQUNTING SECTIQN 2 S'DALT: 3/8-1. WAU MOUN3 I DIRECT MQUNT d a i i SECTION 3 SCALE 3/6-1- ,,H I , r .,-' . . , ,�: , ., ", . . � . � � I, v, FLORIDA BUILDING CODE (Non Mfgh Velocity Hur cone Zone)j I ED. - EDGE NM-EQR- DISTANCE . (SEE SCHEDULE oll TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO UIT ANY S I E ; 0.4 167 ' z . z . - =*� . = . _*? �_ - � ., S 051� I � -, , ,C- z :�-=_ - "O", _ . !�%C�r�` PtORIDN.1-- . _:` m. vLTdXL - 24 GABE GALVANIZED STEEL STORM PANEL . / 11LIECOm. GLOBAL PROTECTION PRODUCTS, LLC. J_____�� � PIOG &W. 51 STREXT TWUJT TESTING . Eff txo�.�_ it- . - OAVW� AL 1N". F., DINAW IN __ (n/17/2"t" CAM i INSTALLATION. ZC, S , W, '. , Z. I . . - �,.,:, r, oaxi Ft- P,xNI (�Wstt­,,Ho. Fw (stHpit, - IN? __ 20-175 A � I CA-POIXIIIS !�-! 0M 604 DRAKAR, iF I! - , ­o In,;:." 4,4w-- -M IRALTER A RUUT "'. P�E. ;UDRXIALI�j - , 1 1 I I0017 A a's -_ I , I I-- - __ ____ lN5TALLATION DETAILS FO - , _.��-7­1 11 ,- --;--- I I � I . � I ALTERNATE LEG I I � - 4'.a- (MirI,) EKSTING WOOD __ _ I 1 7: - - -- I - -, _ _ LOCATION BEAM REQUIRED STRUCTURAL ___ � I I , , I ADEQUACY 0 EXISTING WOOD -_ � F I I -- 'L I BEAM TO BE CERTIFIED BY - �Fv - --�­- E4 �- - 1� - �� .1 � � � I REGISTERED ENGINEER OR I ''. � ,_ 4 , il I I I , - ARCHITECT PRIOR TO SIT � I 1, 11 - I � @1 i IINSTALLATION. I . __ - --- WOOD ANCHORS ALTERNATE WOOD ANCHORS _- - �� - I* MI` - IIA�.I* HIS, VASHIA HEAD I . : (SEE SC -,DLq-- ON (SEE SCHEDULE ON I �1 . I I :�,,-��_r� I - ED- ED - n BLAME,, nX 50IIIA I , � 1- SHEET It) �, _�_ � it i I - , -1 - - I/i`Ii 2� SS .. It/ - I ,/ � - � � . - * It. to " � � I , . - __tT1__ _ - t 1/2, __I,,._� --- ­__ - - - I I -- -_ I I r I ;ycs, I— � j ,/4' WOOD HEADER :� - - I � � ".. --t-MAX., - __ � ­ . ,. ., - I I I � REQUIRED � ��q gP I - I 11 I IL !_ __ - � I -I- - , , i; I = ) . I I - 1 ; �4. '/A: oz 1 � I . � WOOD ANCHORS ___ :- L -.-- , 2 a I I � �, " � � ,� I I � (SEE SCHEDULE ON 111. �� 1- T i : � I SHEET I 1) I,. "i, 1 ; _; , , i , I I I MR. i C i .',', 4 � : - _17� ; 1SE=I;1 I ) � ; - f- �.ilo __4 I '7 - 1 - I IT SCHCOULE I L i 11/11"VIN.'Ita I ON SHEET 3) A i 11' MITI, SEPARATION TO CLASS I � - . omw I r m�E SCHEME ON SHEET 3) - : ,/��-="o -L- MAX, I - 'A . , (I" FOR AMID, I ,, is I INGTH I t ,aIA. PANEI LL, I I � Riot, r-n *L, Mo. I, ___ - - - , I I N (SEE S , � wntaxwel SCHFDULE I I 11 - - , I - I I UNIAH VAR T-0 I I - - - I PANIC, LENGTH k�j am SHEET 3) L,� 1 1 i (SEE: SCHEID It wlli -, - __ ­0_ - � ON SHEET U) j I - - - -1 1, - , ,?� It- I - I I r17 - _ ,. - � ! � I I , i f � � Or , I � Sam, I : i OF Mo, 'L, m , , � 1 1w, , f3s', ��� 11 i I i I I I i,4)_ I I I , 0 12 1/2- D.C. t 7� - - - � - __4 - I -1 ED 11 1, III 1 I , , I t F-mis I I - I_ - - -I '/.-_�,- NO I .0111 r� i I E10 - � - It HOD S,K� - ,- I - __ �I t 1�0 W. 6 1/4. dc , I 11 I S�;� , 1_1.__�'11 I I � � ,­­ ­ -1- - ­ � ___ ­' � ­­­ - I I � A; k � I �!! I � I 11 __1 I � . - �, , ___ I ­ Z-"- WOOD 2'.4' WOOD PLATE- A .� -.-- � I L __ ,. ,-I _� ­ - 0ECK RiOLAPED I _ , I , REOUTRED �� , � W ANCHORS WOOD AND �, ", r � __ ­11 -_ I SCHEDULE ON (SEE SCHEOV ON 3 4' - __ , - � i r E4 - __= 1-11 -.117 / I SHEET 1 1) - ­­ �, . I SHEET I 0 '­_ ... 11 - - - � ­ - - _-, : . i , � I � - - 2* ml�. - - 1_1 -_ � - , - ;.- 11 -11 - . I � atUtIG ANO FLQQR MQUbMN9 BUILD -OUT MOUNTING I ALIERHATIVE 3W ALTERNATM M I SCALE 3/5-1 - W#V1.11-1011", SCALE 3/8-1- 0"' tFi A I _.,:,�tQ>,,, _Z,p , , ,-.;-, 4-!*1­`v\GENi,*-.- 1 4t 1 e -.7 -St Nomq z . z ., *. S &M -FD& : z . NO. 44167 t :: FLORIII A BUILDING CODE (Non Higti Velocity Hurricane Zone) . = 1. INSTALLATION ARE ONLY VAUD FOR MAX. A-S-D � *� __w .*E `k1m. - I.K .2m TOP * BOTTOM MOUNTINrS CAN BE DESIGN PRESSURE RATING (p..J) AND PANEL LENGTHS � -,' ' DRAWN BY COMBINED IN ANY AS PER SCHEDULES ON SHEET 3 ;k -0�,, STATE OF �-,,. $' 24 GAGE GALVANIZED STEEL STORM PANEL WAY TO SUIT ANY , INSTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ik�� It, 'JI! ..'I'; �t <:- I . - " , IN- , GLOBAL PROTECTION PRODUCTS. LLC. "/27/z- .. , ��f�__��___ / I I MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC I L E C 0 m - - \ - 1/0" % timf -Tz&nPO& "m IL -I SIT STREET CAM! `111111""N DENSITY OF 0.55 OR EQUAL. - Ega"mm- cow- ..��_, mw� n- !Lvl�- '1� -_ 20-175 1411"I"'a "' tr., !x & �st, 1, I7­"m`­_�--' I, -, 0, 0) - 4 x PHIME citSqmI rm. O,A),_" I - _. . . - ,_� . FT, BAl"ItsowrIPOACATE 'I, '0000710 . - - PULLT J,., RE - I I - -_ . - FLM� U. # 4.,67 .- ___ ­. ­ - - . . I -4.- (1) (1) C_ U) ­0 -F�3 > (1) C- -1�-, 0 _0 %_ a) a) L_ 0- 0_ C= 0 0 " = .- 0) m -Z5 -0 a) .-I 0- (n = 0) = -0 0 M 0-0 0 - m -= C= 0- m = 0 .9 4-1 M LL L+_ 0 .U) U) -0 (L) E-= (1) -6-0 _c_- �- US m -0 ZO .= m _1­0 U) z: t It , -�a Co -0 7. %,A 0".!5 1::1 t:r- 1=1 " m" " 1� -0 tA� --I;;; �� C', I" -11 C 0 w C-11 j .g:c .w �I - I .!� 0) 3� cz. -.0, i �/J) �: il I 4 , S S.,__ R z z 0 :t:: Cr. LJ` 3: cc - "O w cc w 0 :0 -5 C:1 ;pp .. too) 71 . ; . -0 4�n = co .-f z mi C/) L. (1) =3 C90 a) C m 0 0 L. " =3 w � < z < _j IL ,"! _pz -0 (1) 3;: - CC > 0 L_ 0- 0- < IN (1) a) I= ICU > 0 L_ CL CL < 0 =3 0 0 L_ 0- Q) U) ICU m I : I I - I I FIFIFFT-NIF I - - -1 I I I SHEET NO. SH 1.3 9 _-_-___._,_,_— _,,_—__,."_.._"_._.___. -- __".,_.-._,__ E, CLO E D T LS FQR INSTALLATION IN POURED CONCREIE. C NCR TE SL K OR WOODSTRUCTURES, YALID EQR REGULAR,IF I SAFETY & E-Z HANG STORM PANEL T SYSTEMS -;-i1 i ��.��., �j i_ _1._.-_4 .� .0 ,vry OR POURED CONCRETE ♦. CONIC BLOC- aR ! z' 3- 093 stos H-r. oR VMEs i x•x4' Waco FRAME 6¢di-rd �Mlo+ Cart RyM. -- s -1 � & i REOVIRiYRTN /f'i a , 3/a' � ANGLE I 2 £ -APGON a 12` O.C. a» ' l MIrt2 I ``- PwRFn OaNCRET CcuCReTf t E - 3 4 APCai _ ' _ @LOG% DR 2 . ,+OF+O FRaMc �. POURED GONOttc / CONCRETE $LOCK 0 C ANLN@R O 12' O.C. 2 1r2 C1' I REGLAR-ED L- '- 4.i Min /' R 4' FRAM 0 2 x 1m E • L e P RFrNAREO 1 _ .. I�x ..-': , \1 `x1/Y wj, ,, 9- { I . I i / i CJl PAA9,L •e '4 sPq 1+a ANCII4R L. �'. l ERNAID LEG LIXA' 91ON �n ' A e t Y x Z z :668' TO I2 O,C uAR,Es ,1. 2' z 5 5' Ma.- ,9 90 <, E ALLRA. ICLE OR M+a I SHEE1 3 D CONCRETE, t PLVURE C AtCRL L GUNC#KTE maw X O8TA LOW SENT -, tCACe: METAL A,HM $ENT IA ,. i e... �. @ OR 2 r4 WDOtl FRAME X 4 x 25.. rJ MOCK P✓JAF. 2 , j9#i i ( 1 P URPO D - 3 L 3iDS H 4 aR [ F z r Li` r _ $od3-T6 Attrn z e `4 4Gr: /� C417'. A271M. AFIDSE MPz, � j' i k/'t' .®,.r e. ra.-m.el ®® �.:� °s ®, ... - - ._..,i Ma . CAP f LA l., I �� 4' / 1 >ALi a 4' a ORff 31¢S-N t+ OR 8063-ie o ,Z` a.C.� NCO'+ W/:ACKNUT C R- ANGLE 3{i CASE A PLAN) CASE R (PLAN) CASE C PLANS CAS€ D {E'LAN SCALE 1/4"=1` SCALE 1/e`=i' SCALE 1/4'R1' SCALE 1/4`ct" -' ON ESGO PAAF7NAIE FLARED . E� Ar '111,1 E m AND ': i_y '_ _.. COLT{ _MP.. STTaM OR PANE7,MATE PLO$ SEE '. p ".. Pi'AX#fD CONORET" `: y,- # f 4 kq . OR CO#KR£fE @l0[X ( ,5X Ci'N,`CRE1E 3Wk0ft bR '4"`: VARIES i L OR. 2 "a WOOD SS A I1 OPENING v3 rit'j Lai SIIfE18 9. ,_ (MEN. PANEL 1 FPJ4eE N.wu9EO A9 APta.Irldtl.E 1O a , t) OVERLAP BE`�DND 2 >a waa=i FRAa.E 5' uaN:" I OPENING WIDTH POURED CONCRETE. CONCRETE RED am I �OCX FPAME el,. OR 3`.r.4' WOOD i :,+� WEaDRED 1 Mfa Mav i �.<nti f i f';' .. <' ' VOILES i" i(tfCR4 ', rt 1 ...@ENT W/ ✓ANCHORED FRONT #4 V REAR TORT i4WFa9 PARALLEL TO 5» W. i ,rY- i ' WALL (NEVER CUT END PANTIE) X n RO DISTANCE ''9 " i TRMN � i1'• i GYP) ,--_ ffi (PLAN) CASGEne' P ' ,a,�,Jt.' �,,.ai'„ c, ti">ff,� vG c TJ4'=Ta . 1 � Ctf,'i{ ?\`--/ ,� aA t X•am +T.�� \, _ / aN�a . q� tx. S� ' FNs VALID FOR DIRECT MOUNT INSTALLATION ONLY & 'i1. }wt(`+EN ,i'j1 �'" CERTIFIED PANEL 1N51A.LLATTON AT WALLS W/ _ '• No. 44167 z SURFACE LEVEL VARtATgNS WITHIN 3J4' tk i * . # :' FLORIDA BUILDING CODE Non High Velocity Hurcicone Zone} C.1�LSE, E t PLAN) F, N : -3,', s OF .'.Cf7 f 07m nrzm M. 24 GAGE GALVANIZED STEEL STORM PANEL (PLAN) , RASE , SCALE 1/4--ty SCALE f/a"=t' ',p11, cr "`LORIDI`• , i`4 ..._, Am " srlr h i iNt- GLOBAL PROTECTION PRODUCTS, LLC. /"p. ' 11"',HNMH - I'm S,W, 81 STREET ,/ LONGED' ,--. a ,--.I- C-¢NPANY O... Ri W.4Ti-Im-e . h "i Issi P,RH.lL (456i@Dq-75N6, F#%. 'qda 684-6]¢] 20^�175EMAYAN'lPE GF-dWa>19 m Ie sNMra,A rrr. a, w +aw,PURI AmWKidP SF.MjWtAikTUK€IDAFf A iibn JrPE 'xR11-ax A6NEE'I AT - (VALID ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES iW THRU 4W, ON SHEETS 6 h 7) MAX. A5 D, F SHEETS & 7 MAXIMUM ANCHORS :SPACING OR ED, a AS SHOWN ON L`£TS 6 APP MAXIMUM RESIGN JrLf TO PAN EL TAPGCNd LAG SCREW ANELLMFEMALEA Q PANEIMATE tF S WOOD LASHING �5 GRE P RATING /�Ryu CONtp# iXN4 LENGTH {P-a t.) PLUS I OF THEW K) 73` 73" 13' 13' 13` 1W (Top) 13L w.3- -- ____i-,:_- 13- -- 13" 13- 1W (BOTTOM) $i ` t z � 672'- ! t - 6 2 / t - 6 Z a 1 '2" / W (TOP) _ s - _ 6 1/4- _J 12 1/2' a 1/4' W (gpTT.')., V-0 e' e e a' on 1� --- -- �- - -- 8' - e _ d 8 3w oM (BELT( ) ,3 13 3 t' 3 __ _ 73' ) +E9 -45 - f3' 13 _. _. 71 - -�e 13 '-" i 3 _._ aW- (BUTT ) OM OR LESS - 7J / t & r4 W (TOP) ) ­­-13 13` _ -_. 13- - _3 13. _ _ _ _ITT' LW W"liA} -. 6 f/Y 6 tr2 _ a 7/2'_ - _13 6 F/2'l6 ,J2" 1'TO') _ -__� - 6 1 4 I t ,� 2 2 f 6 Ile J - W BCD'( ° ( } >S'-0" TO 4� /a a s12 J 6 fi Z J W-OP- (t } - 14'-a" 4 d 2 4 A f 2 7 3' Orr soma M (BOTTOM) i -'�- 0 1. r2 9 2 t / i2. _ -.1 - 2 �_-......_,. OP ._ W w) (T ) 13, ,_.11` __. _ �13. _ M 13" 9 1/2. 4W (BOTTOM) A SEE TABLE #1 FOR Mi A.S.D. DESIGN LOADS & MAX- PANEL LENGTHS WHEN SPACER 9A IS USED, CORRESPONDING ONLY TO ALTERNATE 2W` ON SHEET 6 T� MAX.DE A.S.D. Mtl R D. Q AS LXNN ON SHUTS $ 7 MAXIMUM ANCHORS SPADING FOR E. SHOWN & APPLICABLE' MAXIMUM: RESIGN ALTERNNA PANEL TAPCON LAG SCREW P� P IELMPLUTE WOOD BUSHING PFRkn RATING AZ94Ai7, N LENGTH (P.9;7.) D OF THEM (m) 13' 13' 13 13, ,3' 1W (top) 13, ...- - 137 -__ 13 --I 3• -_ 6' -. ,W (90TiOM) 6 1/2- r 6 1 2- / 6 1 ' / z 6 1 2 r 6 1 2` r W (TOP) 0 ) --___- �._ ._.�._ __ a i/a` tz 7J" 6 tfa"_-' (BGn•). 5•^a° . -_ __ 7 t / 2 _ - _ e' _ _.___ .. _ $' .. _.__ _.. _ -- OR LESS _.�.d __ r _-_____. w oP D ) _ - $` -,._.71s s' s' - 3W BOTTOM ) t}" 3 ' 3 3 , " 3 (�) 17' 73' 13 W BOTTOM (BOTTOM) >+45. -46 - 13` - - 73" TO +75 -79 • t7' 1 ' 3 t 3 13" lO -a W (T OP _ 73 _ _ 13` 13" .� 13, _ _ Ile - IW (aOTTOM} a 1/2`_ 6 7/2'..- -----i 1/2" 6 t/,r E 1/2" (TOP) 6 114 11 Ile 6 7 /a" ZW (EW.71T."'.) > 5'-0" _ a , l ? _ 5 . 7 I ? - 7 / 2 w 11" ( ) to 7'-5. $ 3 t B 3W BOTTOM ( r _ 13 12 17 _ 3 _ _ . _ t ' § 2 J At OP - (T ) SEE TABLE T FOR MAX, A.S.O. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 5 TABLE iT A A.S.D. DESIGN LOAD MAXIMUM PANEL UDWr I 40 PSF OR LESS 5'-6" > 40 PSF TO 50 PSF W-2- T 50 PSF TO 60 PSF W-10" A MAX, PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE EFIMALE ID OR PANEL MATE PLUS ANCHORS & W/ 9A SP ItN IQ 1/2A O°C,. - —­_ ._ ------ ____,_.—____ —_-___________._---] INSTALLATION DETAILS FOR LIFE SAFIIY EANELM 1 iNTO POURED CONCRETE OR C9NCRE.TI= BLOCK STRUCTURES 1/4'e TAM N - _ ._ ___RTING POURED t/f i TAPCON _.._sFXI`sT,NG PoURED I ANCHOR 4 9 OC. NGRE7E OR ANCHOR O 9" OG CONCRETE DR ` CONCRETE BLOCK "' CONCRETE BLOCK ¢ RECORD. REWIRED. 'T}, A �J Zi I -' i/2_ 1ri' i '- -1J2. it/4' wx._-- --- --. f -mw. .-.._- i e w D. CO I E 1 i I i� I i I Min. 9 1 9^-yEPARA?ON' 1 E 11 i.. +Rfw'a-' EI 4 TO GLASS. I_ -I gwt91 W R TiNF,9 ... tXn A _ . I _... GLASS ii r.. :,R # -LA,. . ". 1 Al EA a R 9 r'+ -'11I I IF]r.IN 1:aER 7111 EXi6Ti{ r„y1 >:_ ! II I 1 =2 I # ♦ _ d ! n 1 li 7 9 'L` Mw. { r `L` MAX. tl ,,,1 f 3f PA4r1 11 - - $'I I I 6` PANEL LENGTH I I-:--,�'- :---r"'- -FF (SEE --Et:7 2) a f`° 1 E (SEE HET 12)1 1 Mn� I ON 'sY, T SZ) If __ i ( I ON SHEET 1?} i rI SEPARATIOR� n ` I 9 TO GLASS_ It _�._.- . If I #-- --- 7 -:-3 I I 1.�{ G i ) LJ2 ,= i -(� ) 1 [ 11 E 6` DIMING POURED E 0 :�1. I f ,-•. EXISTING POURED '` I CONCRETE OR > I , CONCRETE OR 1 CONCRETE BLOCK ,': .. 'i n, CONCRETE BLOCX. +' F REQVn'E0. . I 12 1fr - REQUIRED. % I TBETON9) P' r, 11 I'll I' ECTLON R-3A S tJa"e PANFLMATE Plus .- �. t/a`i PANESMATE P's �+ _____' '- ANCIlOR m 12 7/2' at *Jammu ANCHOR f9EYTIND) WATT! MOL,NTi� SCALE 3/0-1" °qER A: T141%�r` 1.1 ry�P. �10EN3 ``9 -- 1 - FLORIDA BUILDING CODE Non High VelocityHurricane Zone 3 *' - * a202I nLTECO.. MI 24 GAGE GALVANIZED STEEL STORM PANEL F'P" TµaW, - s ­0: A ST TE O 9 `., AW� f _ ! PRODUCTS, --�`�---" _. t7R.08AL PROTECTION PR Li T5 LLC. '� a R . . x1E: t ., fir' 0 1 iL E V SMOG R n 9� A�`l >'$f"" Y VELFRNG a CNOMEERtF1tl e0M 4BW 9W 5f SIPFiT - _ G .+? PAY& T,. =1X ffi ttXtx �"•, Mw JMk 1A 1H 1i:R4A I•IeS,a iYAr QNAI. 1AN N:m, , fxa)'m-+m a, 1mII n.-tm, t"t iO3#ls6i-]3I FAT: (a6a}dIR-BT9T 20-175 'f4NN !tY#1Yi - .-.RN: ,m:.a.,.a.,: oRSW�ND Rio.: .E 3E.,tewiNA71ARrewt, G-eW67,i +M ,s et>soHsy •m Wr.w ws,v+mt - -] W,t 0.. Ti„T Jr., PE ug ti.W ,. eNa MIEE4 iA ON ti ,,._,.. ..- 9.. 44 7 : s. SCE 60aE751d & 18 FOR AU0HOF6 1YPC & SPACING rOR NraIAWTxIN6 INTO WOOD FRAM t7iJa LW�S. NkINLM ANCHOR SRMJiATS ANO N:NINICId EWT£ DISTANCE ARE 1MJiCAEO ON Stab SCHEOUii. Fa[ f:O. LEGS THW INDICATES ONSCHEDULE REDUCE ANCHOR SPAl7N0 BY MULTPLYMO SPACHTNE SHOWN ON SCHESULE @,' TFff roLLIWAHG FACTORS. fTXT rNN. oPERATia# To B€ F•O99�E. REDucEo sPACNIc oe1AlrEo u9m9 F7•iTOR sRi.NT- NOT BE 1rtt THAN INNA4IM SaMINO INOICAIID FOR EACH ANCHIXt rrPE ON THIS 6CHEEtUit. _ t/3'e 1(A'ii IYICNIDII }YWE tN4YPa roaESANR 1WR41A,. ANabR swcNe (NJ '- 3 =AWa1+IIN 1aN i�"a D4') � 3 CLLlA1lGF N.P.# OZAsab 6Nc0 Q.s 9 3 t n MOINI. IbBE p14BMR! (F-ai Ri24gR . ti9 4A5 - x i } as¢ „qa 3+.' - j (VAUD ONLY FOR PANEL (3) INSTALLATIONS AS PER SECTTONS 1 THRU S. ON SHEETS 4 & 5) MAL. AS,D, RATING (P.€.f,) MAXIMUM ANCHORS SPACING FOR ON E.D. PER SCHEDULE BELOW SECTIONS VIAX UN PAEGT 'L'RATING . (2L) WX. A5.0. ESS7UN PRESSURE {P,s.t.} MAXIMUM ANCHORS SPACING FOR MIN ED. PER SCHEDUE BELOW ' TO e, MAXIMUMDESM,N PAlEL IENt:TH GTPRESSURE %7 tAPCON SOU6-SET PANEt1iATE FEMALE ro FAl9ELli4tt£ PLS 2AMAC-NA1L2N CALK-INLETNGT#* TAPCON SORA7-SET PANELAN.TE to PANELUALIF PLUS iAA+AC-NNUN EJiLK-W & ANT m omcww-M t ;C6ri 1E t0 , mlow m %tE Sal m FAP� TO -m ro {,,,,•,...... TO 00 mm, NaCK mNNVeTE 10 ro�(tt.) t3 1}' 73' 13` 13" 13' ' T3 3t7'".13, ,3 t3- 73" it' I 13' 13' 13' 13" 13' t3" 73 73` f3' 1 2 / 2{pPt } 49, -45 OR LESS 73' 1-1 11" 13` 13" >3' 13' _3• 13, __ 1 ,,3- c'_ OR LESS +45 R +d5, -69 13,E _ - 13d t3 13' 13, Sa` 13" t t3" t3' 13' 2 It i/$° 1 (BOTTOM) OR 1ES5 11' 1313i3 _ ta" .._.v._ • 1} 73 73 13' 4S' - _..._...._. t ° 3 T3 13' LL 13 ta" ] 1 't 2 2 J a' 1 3 t 3 t " 3 6 1 4 13' 17 1 ' 3 z 2 f 1 '$a. .,- , " 3 7 3 f3' 6 1 a" 13' 13 i 3 f _-._. a' t3' t3^ i3 $ 1 a' t3` 1 1 } 614 ! _ Ir 13' I' 3 t3' 6 \ a' - r3 =3` 13` ' 73 12#2"1212. d I / .,. t I-_ B` x 1 a T t' .3 3 -y-- t^ E 73" 3 t 3 - 13 13' .. - t " 3 - _.m.. _. ._ B' t3 ' tl° a° - i 13 F 3` 1 __ _.>___ j,.. i -7' !3" t } � - -13= 1 13 - 6 k4 / _._._._ _ t 3 t " 3 t 3 8 1 � a" " 131 I 1 t3 8, / i -_... ..__ _ i3` 73 13 s 1 / 4' . 3 (TOP ) s DM" 3 801T ( ) - _ _ 4 BOTTOM.. (BOTTOM) rs 70 P ( S (BOTTOM) {. ) B OP (T ) ff BDTT.•' t : 13' t}13' i .3 73' 53` t3' 13" 13' ,7" iJ ti i f2 2- (TOP) 17 13` 3J 13 1 13" 3 3 ' 3 13 # 3 ._ a: " 3 3 13" J 13 3 ..t " 5 J 13 13 �73 / f 2 2_ (} 3 . 2 (2 ) __."-,_ ' id' i a la' - � - .� 51 i . -. 13" la' 1 a - 1 1 2'f21 __ f �__ 7 3 73" a" s t a' I _t 2'91 /. .....�. _ - 13" 3 r $ 4 f r 9 ______ D. _ $' i " 3 73 t 3 6 7 f 6t 4"}2 i d1 ` ti' 3 I 3 t-i t 3 g., t 4' J 12 a / $" 73" #3 $# 2 2 / ____2 a1 a, 1S" T3 3s - _., __ $" 13' i3' 13".­.", ._,._.__ -_ 73" 3 i a / .e. $ 13` 17 is fi i ( 8 t s" it t 2, / j 11,2 f( 1 1 2 / 6 Ile / BDT"t'OM (Bottom) a 4 Bf1TT0M.. ( M } 6 {16P1 6 tKY ( ) 13' 13" _13' _ 73" t� - 8" ta' #3' S` I 5' .. T - 7'- 7- 13' 3 13` 13 • 77 12 t/2 _- - - _a_'_ IS IS' 14 tf1 - 7 tO t 2" � ) 13' T-"` 11 t2 1/2 5 7 2` _-_ 1 IS' 13' /3' �t ' t3' -__ ,3` 13 a t/a' - "- 8' -I-- 13' t3" Y 9 t 2 I. / T 9 1/2 t 9 iJ2 $ 1/4 13 1 a _ t9 f/2 $ 7/2 1__�___. 13 7' % 9 t 2 f 13` 7' ,T i 9ttZ 13 9 t/2 12 _if3'16 tJ4' = A` -4-± 3' f - 13- _S 9/2' I$` I@ ,/2" 7 tJ2 1 1 O 2 / 7 ,/2 - i 70 /2I 1 0 9fa�, - i 4 t 5 t/2'. 164-.1�;----l-71121 9O 5 iJ2 7� 1 a 1/1 �__ 7 1 1 f 7 1 /2 _ 3' - 1/2' - ,3' ✓ _ t3' _ _--4.._- - ,3' '3' d 1/4 6 1 2' 7i/2 t3° i}• 4 7/T` �B' 4 1/2' 6 1 2" / 1 2' 6 / $ 1/4' 3' - +__$' 6 t/2' i ft�) i BOTiGXe 2 (iOp} 2 (BOTTOM) ( } 3 OP (T } 3 (OOTTDM) :4 oP } ..- a (ttOtrriu} S {TOP} 9 (740T1aN}.. >5'-6' TO t4'- # 13° 13' 1 13` 17° $ E�2... 13" $ i" JT I 7` 9 / fi i ( /Z t3 S 1 2` l , } >5'-d' TO 4'-6' -IT-,-.--e' 12 33 13" ` 6' / ' I3"^,`Tt _ 13' 13' I 3 #3` t0` 7$ 7l2" 13 13" 70` 8 ,/2` tl ` -}} 9 1/2-I0 I $' _1/2' - 13 t3' --Ti­ 6 1 2 f S 1/2' T 64"dTDM# ( Z (TOP) 13" 1 �17 3 N 3 / 2 - 9' 13 ..B i3" _ 13 - 7 1 / 2 i 2' / i 3" _ ;_ - 1/Y $ t/2' 6" 1 3 t } 12 i/1"/2 6' -1 $: 13' 13' 13 8 1 4' f 13' 1 3' fJZ' fi' I,_ -~.1 -_ 13 13" __..._.....� IZ' 6 1 A" / 13` i 3 b 7/4` ]` 9• 17a ,3 1 3- ff 1 4" f 10' �f0' 6 ffi'. 4' - ta_ iD' ?$ 1 2'. / `, 1. 4' 13 ,3 /2 tJ2 8' E_ t3' T3' 13' - tO" 10" ,72 i/2 4' - 0` 70" a 1/2' 11' 71`� I - •� 4 1 / 2 5 1/ri II' I it' 9 1/?' - 8' B' - 3 1 / 2 - 8' 9` 8 t-2• __�_4' - 13' fi If4' 6 7 2' f 7i/Z' 13"y'8 73' ,..__.._ 1J' i5 6 i a.:a t $ i- ° /T 6 1 2' / S 1J4` }' - 1J2" 6 t(2' 7/2":6 2 BORDk ( } 7 OP (T ) } (84170M) 4 OP (T ) - 4 (BOTTOM) a IMP) S (80T74M) {Til ).13 (a0 ) ,,,..).._,.,�.. § _ 13 1/4' 1 , 0 /Z k 1/ i3" $ i e 7' 5 I e b I \3 m7' - - 7 1 �' r -. - _. t -_ _3 6 I 4` / a 1 2' _ / 8 i 4' t B TOP ( } 6 z0 - ( ) SEE 9EE$7 11 FOR ANONDA , TIPE & SPACING FOR WALLATIaNS INTO WOOD FRAME 9U owi;9,. e MAN NUM AN5,4OR SPACARIS Ai NNWOIN LDOE DISTANCE ARE WONXIM ON TRIS SCHEDULE FOR E0. LM THAN PEACU O ON SCHEDULE REDUCE ANCHOR SAAPM of MAIWti' SPACING SHOWN ON SCNEDULC 9Y THE f"REDWING FACTORS. FOR THIS OPIERNPON TO K i REOLCED SPfiINO OOTWNEO USNO FACTOR SNN,L NOW BE LESS THAN WNALOM SPACING MCATED FOR EAOH ANCHOR ME ON THIS SCHEDULE 1/4'a 1/4`A Et4 a 1/e. 1/4 A Ve! A01C WOR TYPE _. TANX)N -- 9"-Nl P LANE-AW,i .-M volo )M ANCHOR SPACING (In.) 3 3 3 ] x ,/2• 2 1/2 AMI"1tMfmt • w 3 3 in' S• 3 3 t/Y 3 VETO am 3 i qe ] ,/2` 3 ,/5 1 3 t/Y X _DISTANCE AL'TIMILI= DKIMNCIE (ED,) FACM 1 t/T-_-- - ._ - OSS- `_.r_ . _._ _ ... - _._. p /x- -_ Oat Oda a!a 5 aA0 ¢74 ,W - I a.w 3 1(3' LW tfe iDa 1Aa SPACINGS ONLY VAUD WHEN S!'tACER (9�IS USED, SEE T # 1 FOR MAN(. A.S.D. rOI MAX. N LOADS & PANEL LENTI WHEN SPACER I /'� 3' MAX. D.M„ ,Q1 1 r '_MIN- 4) O1 y AS.D. Derm LOAF! MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-6" > 40 PSF TO 50 PSF V-2` 3 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ONQY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2" D.C. FLORIDA BUILDING CODE (Nan N w -.____.__._ ANCHORS (SEE SECTIONS & ALT-MNATNES ON SHEETS 13, 14, 15 &16) ----__..._ ____.-___ .._.___-.- R-lA/13, R-2A/13, R-3A/14, R-1B/13, R-28/13, R-38/14, 3' x. 1 R-1AW/15, R-2AW/15. R-3AW/16, R-18W/15. R-28W/15, R-30W/16. I^ mN_-i __-.__-..._-___- ___ ________ _. ..._. __ .. __._ _. _,.__..____. _ T-- - --- q - - -- --1 f -E-7 , -`i E E I E I 1 I 1 I ( ! 1 i ( .._.__..-._____._ _ - _..__...__ ,.- .____ ..._,.._ -_-r ----1---i- -----^ -7--7'1 I , 1 I ;l 1 i + B 1: t I{ ------- - - -( - - - - - ----I L/2 1 /r/4-0-20X1" S.S. BOLTS W,�1 ' � - 1' I : �., :) / _ (USE FOR PANEL LENGTH -''\) /^�, i MAX- H Ij 0 1 OVER 7'-6) t.\ L R 1! PANEL LENGTH '.. REGULAR sST:OORM PANV- - 1 I I & REGULAR `STTORRM PANEL _ 1 $'-6^ O +40,0, -40Z P.i,f. I (W/ OVERUP MAD PANEL LENGTH 80i 1 ` UFE SAFETY STORM PANEL. - I-_----- 7'-6. O t$0.0. -',LOGO P-f.. _ _ - -_ - _ i Oi OVLRIAP MM PANEL LE 4GIN BOLT) - " - _ E.1. _ _._,_ I i i USE 2'-B' N- A L PAWL LENGTH ' I t .. k t /4'o-20z I' '°' , "^ _ _ _ _ _ .. _ . , ::. - - . - .- ": AT • . -- [ -1- � - -1 � I I - . , I - ­1 -­ - - - , - -­ I 1. I � - : 'i ..A OVEI I : - ` ._ _ _ - __ I ...- 2 { ti L/ ( �, E ,.T "' __ ., _ 1 -{ __ _.___ _ _ S AT ff 2 NOTCHE STUD CDcnnON a LIB sttE'Tr", , I C PANEL BOTTOM CORNERS k.. 0 I I t -' U.M., L--- - - OVE'RLAP_; :,,°'FLAP--. ' or� WING NETT AT .--- .Y�S�TERIOR V64C NUT AT : 19^---�--•-- LEFT PANEL -_ RIGHT PANEL 3. uJi 'I• INSTALLATIONS ALLAT70N5 Ui'Lr VAUD FOR WIND i' LAW. R-IA/13, R-2A/13, R-3A/14, R-1B/73, R-28/13, R-38/14, , MI#,! � SPEED UP TO t70 rn.P.h. J R-•IAW/15, R-2AW/15, R-3AW/16,4IP R-1BW/15, R-2BW/15, R-3BW/16. _ .__ _ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14. IS &f6) -. --...- -. -._. __ ..--- __.. _ -. - -. _ ✓4' tJAX GAP LIFE SAFETY STORM PA, EL ( D ELEVATION (t) -qI 4/ �N -O.IR"4� SCALE 1/4" i �n�- C) REGULAR 2 667` f 1"IREGUL q ;':k" STORM PANEL (MIS- U:,WM �t WHxE MWU..a`!) �Y, PANEL. _ MAX. OAFj l ,. ., �\\C „J��` L " T> . '/5iP{e_:d_'____�`"-._._:-__..._$`:: «'-.::.._.__:,_.____,___::.-_.__e.,A'D.c'ae.,..:„_:___-_:_sa___ .><:°.._ .:.:"lI.I, SAF LIFE PANEL ' O', ' * a FLORIDA BUILDING CODE Non High VelocityHurricone Zane. mm �_ .et fit , 2' a F'U, D!IDA <y ,, t7LTECF, wc.. - 24 GAGE GALVANIZED STEEL STORM PANEL Fa. o>urM Br cN cJ/20>IR010 : L E C \ GLOBAL PROTECTION PRODUCTS, LI,.C. SECTION A -A ---VT ...Q TIWT 7EOtINo a ENOUMU G COMPANY HOOD S.W. 51 611w SCALE 1/4.s I" "lr I `G`7 d+a: K 3Y, iWaY, . IWOt>M5 R 31fA. Ma+,. aot 1sro f+m7 NG-tv1 UVAL FL 11311 PNpK (YAk6q-T6A0. FAY: Iedaiw,,n1 21)-175 oft"I' G Ma: N,A'Ne, P£. mk.,mwTW.E/CATE CA-l"O"" +NY eT'R. A iGtTW b.. P,E :te. 44t.7 n-„''ry{Qr it ,2 IX fI -_._, _1 ,_ IO FOR F F Y_.__. C ,I _ .� PANEL IN19 WOQp STRUCTURES / �' W00o HEADER -� .. WOOD HEADER _.,% 1 i W!',Or< HEADER ��( .. _.__ _;. _?aEOUdiEO _'a �..-._..i_ i„ REOutREO ,,,, : ._ .. DECLARED _ _ HEADER - �.i - - ' _ _ _1/4'11 \APCON - ,1'a TAPCON ..{{ 114•0 TAPCON ..'.}, } k-,' _ __V4"A TAPCON _ I ANCHOR 0 9' O.C. ,I:_. I ANCHOR a 9' O.C. ".N - I I�`I ANC7104 O 9' Q.C. , {� ("` ANCHOR 0 9- O.C. !; Q !!i {F! 4 _.-F i ': t/z_._1 1 'I i ". ri6 11'/I ii/4" 17r 11 4- '±! :,(2"' 11/4, 1 ` ' -'---- q ( '.' /XAX. _......_ I j( tiBL. ...-.-.,_----_--- 1 T I s I' Tom' i 12' " 7 1 2 y,�r Min. I MITI. 1 j 'Mtn M,I Mfn. , r:: ,•' I , r-T ` i_ I , . 1..1 U i [,J) 0 � 1 I11 I �iw�lN SJy 11 I � 11 $E #/t� �N• 1I ).. 1//H'a-$ht" _ _-: A a" f f - tl E4. A!/fi #I I f{i•h2Gpt` ' IRS. 't :, ,-;: !, `.... ARi $`9,iS: w �:. EX,STING-11 I -" 5� RMTs W R P +. I C75tK10 ,i1 ;' i .-, RJ'.75 - 41 CUSS -=-::_.. a {AT 6a "�}N4 ' 1 S31R55 'I 1h , d A�,c RR PAV3 =,"'i 44" Ig+. I [ -_ ft I Ar 0,• o to r-Wy 11 t -C'--li [: a I ! "L` MAX. II [ _.. _.. . _ . " ' 1R .:-. ' .-11 ' , -# �. PA 'hEl.. LEN4TFi I .. _ -:-._.I ._' g- r -t 1 Max, i�- �,.-:, (SEE. ELEVATION n ML a- I ! __.__.I PANEL L3. YGTH I I (SEE ELJA7'70.N 11 ti 1 (` PANEL LENGTH [[ _( 6N Sk£ET 72) ...__z I R i - ON SHEET 12) x _.. .____ _.- t_.-._S ._-.:-- -- -..__, SEE ELE/AT10ta T { SETT ELEVATION - R T t j�"; 11 i` 11 i I ON SHEET 12) n I e I I �_.t 1 4N SHEET 12) it. 1 11 '-_ -- t' -- p 9--- -SEPARATION - #.. _ I _ :_ ,/= - -'-- ) :. 11 I -� 9 t' ARn, , Y- T'1 9 t0 G#SS, i _ ITT --TO GLASS. ._ I 1 L/2 ft-'-SEPARATIOW-- 1 _(A) - I I ( f,3 � 9--SEPARATION I E �' . D 70 CLASS, , I� i 9 I 6 r-t �-1 I r--% n f- ; , ..-� 6 E i� t-i 9 L✓2 I TO GLASS. f 6' 1 - ,2 f a 12 t 1--- .r /2 2 t I 1 lu ac Ft i Ea O FA r 1 S I i EO = } I .�, , - ' -_ 1 fG �€ .,,� • , -_ !-,.---- & - - -'1J V. a 2a..i •+.s EO ` ��.,.,,.A;m� �-,e .---- ' _`_..-`- ,ti� _ 11 1._ k HEMS W,(67�/0 1 _q.,� -srsa;++a' 1 _- , r"^� , !1 a t2 'I/, O,. "., 1/2, r 47-2te5/4, e ,. �', _ 4,1:_._-�� PIAiE WOOD # . " .. - -3 s°s, 7Rti a/rp¢ Ne qq �X W 9 N 1r III 121 O,C. RfLXId J2 ,4` i 'a° 3 4' T ,.` _.. A A TA0 0" ','S .-..,. ._T A TAPCON •' '�. ..._.,/ p Ai{'ON PLAT WOOD ),' !,'.. ANCHOR 4 9" QC. .:,. ' .,; ANCHOR MID 9" OC. '.' ?i _, ANCHOR & 9" 0C- HatATE -. - 3 ',. STMGf.REO W/ STUD STAGGERED Wf S1UD REQUIRED I:....:-.._}/4'a TAPCON I .1 'f 1 {ff{ - I, t ;: AND 9" D.C, t 2`A4' WO00 2`z4° WQOD "'3 ','i . " -MATE r. r '' PLATE -- I .r� - - ._ j > REOUIREO _:.' ....,,.._.. r� .- ALT£6NATIVE R-1AW ALTERNATIVE R-1111iff ATWE R-2AW ALTERNATIVE •r$-M CROPPANELS O-�IF� SAFETY PANEL O REQULAR PEELS a I,(FE SAif7Y PANEL WALL MOUNTINGS µNMI#MaNNA WALL MOUNTINGS SCALE 3/5e1` xTit SCALE 3/8-11 Y� 4f (,y ,.,.:..., • ,J� S GEN,S = FLORIDA BUILDING CODE (Non High Velocity Hurr3Cone Zone N41T5 r , PNA Ta F 11 FP. - 24 GAGE GALVANIZED STEEL STORM PAN ants 7 EL _ CM7W, en INSTALLATION Y i _ 1, NSTALLAT CN4 ARE ONLY VALID T'DR A,S,O DESIGN / PRESSURE RATINGS (HE 12- PANEL LENGTHS AS z r': i a>/z](atE .-"`,,. PER ELEVATION ON 5NE jj .• i GLOBAL PROTECTION PRODUCTS C _ LL , E €LEV E1 92. i •44',• STATE LT __._ i t, is �P Q eNC: N ai1E. W C N D .R TI N' +LIED 6,W. st STREET 2, FOR NEW WOO FRAME COAST UC 0.. W000 P T a ENa,WEEAMO i'rtMPANY J d oRI �•+d' ^ N31 �n a mA 3a. A+sa:r A,RA� n s1,N4 5 Tj X.d.� GAME, 14 FAIN HERS TO BE SOUTHERN PINE No 2. W SPECIFIC AK' - MEM 0 17S m w. 1 1 iNs4. ] ib.. T GROG )i6i-* 2 - i- roNE: qS+ GIIW-T PAR: 6>8 ys tm97vs Jc1H �_ OEN5t'(Y OF Q,55 OR EQUAL. � •,» «„„o-°�wwa.:+..+m• � � � TIP N,: ^1P& sa a MUJ719 .NIA ttL,$EJOA1& iBN,tER A TILEFT A'.., P,'E Pi f -ee n z N##### la. 1. - ,, 1WCET to 9t 1¢ (VALID ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 & 5) MAR A.S.D. DESIGN PRESSURE RATING s.f. ( ) P MAXIMUM ANCHORS SPACING FOR GIN E.D. PER SCHEDULE BELOW - APF73CAiSE TO ' f & ANY 1JAXIMUM P,V LENGTH L' 1 (. ) MAR. A.S.D. DESIGN PRESSURE RATING ( 1. P.a.)EM, MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW III LE & ANY COA$i@U:TgN OF THEM M 111, PANEL LENGn+ Y' t L. t ) TAPCON SOLID^SET a- • TE 'FEMALE 10 P 7E PLUS y4�_NA,UN CALK -IN TAPCON SOLID -SET PANELMATE FEMALE ID PANELMATE PLUS ZAMAC_NAIUN CAL( -IN ro To m- ro CaHN'rE,E TE m f.TE m AYS.ALt! ro t9tC1iT' o ro , ro [9ta9e.7E, CDMA7NxFK+N tH' THEM To - m iGE - m 1 ro 1 ro CaNaa,¢ m ro t3 . i1 t3 13 .. _ ... .7 ! 13 t3 13 13 i2 e - s i3 ! 1D k (1 - a. , 5, t_ 13 10 1/1' 13 0 7/2 13 6 7 1j2" a• , { 1 2' 7. ( t -OP (t ) 13' it' S3 13" "I- ,3 ' ,3" 13' _ f}' 7 a ta" es- to' 1 t70M (BOTTOM) ( ) ` 1 3" b a f t , : T3' # " 3 t3' L 1}' -1/2' _ 9' -1/2,,5 1 ' 7 I 2` O ! 9A' fi' 1 OM ) ( t3 ___.�.� 13' St_ I tt' i3 t3' t3' �f#- 3 t t -� 13" 1Y 13 73" #3' 3" t. 13 1 T3 .. iS' - 1 #I` i " - 1 t3° tQ' ,1 ^fif _ 73 i^ 0 }. H (TO) 2 (BOts'OM: ) 11-1�0 t7R. LESS t3' 5' T t 13" O fZ IJ' ff l 2- ! t3" S 1 Y / 7 1 S 1 2' / / 1 2 3 TOTT 2 (�) 5'_ ` d DR Ess . 1 '7 - 7" 3 3 - 13' i3' 3 --- _ 13" _ 13 9 l 2' / t / � _ 13' 9 t} /2 i Y,O / 7 - 10 2 T T. f 2 E / 1 7 7f ,! 5 z' i3' i / z M BORC7 ( ) 3 OP _ _ - B n 13; -, 3' 5 _-_._, 1s" 11' 3 t 1 1 2 t 2 a / 2 t H 8'- �a 73 I 77- H3 13 t 4` 6 1. 4" 6 e f J --t - $ a $ 73 23 3 3 t f "12 2 a / $ $ t3' 3 1 2' / t d IT 6 t 3 3 _3 7' a 1 a 3 _ S Y t" ` T4' 8 t 6 t 4" ✓ 4 t 2 ' E f '�4 8 i T if# " 1 3 OP 3 BaiTOM ( ) q OP CT ) ( 7->?GH) 9 {TeTA} S BOTi 0M ) 7" 3 _ 1 ' 6 4 3 / -# 1 ' i 7` ` i 1 ra /2 2# 2 5 a H / fit 2 I #3 3 i ' i' 3 J 1 6 4 f 7 13' 13 " 8 7 / d' 1 2 / 9' 9 1 / 2t t 1T 2 J a t 3 1 3 ` fi 1 4''. ✓ a _..9 9/ 2" _ , 4 2 / 7 5i 2 J 1O 7 7 $ r 'O 1' 7 i -" i2 6 A 6 i 4 ( J i 1 $ 7 1 2 f ( r } 7` » 1 73 6 13 6 _ 3`BOTTOM Y ) 4 aoP ) a Banaej4 5 (TOP ) ­l S BDTFDM Y t3"�I1" 1 ' tt' 6 e d ! 73 ` i3" �7 _ .;b.. $ 4 6 Ile ! f 13` "- ,3" I 12 ,. t3 §t` 6 f 4' t 4" d f f b (LOP) C1 BOn." ) + 5. 7 i s' EST- 1 � ` 7 t , 4- 3 4T. t2 1 t 1 A` $ 6 t / 13` 8 i A" / 6 7-13 d 6 1 4 / , a' f 8 1 '.7 ( a 8 7. 4' ✓ i i 2 5 2' `- /-. f J 4 " r3 1 1? T-. ._. - r 6 t 4 a t 4' J 6 (TOP) . ) a t3Q1T--» ( ) Ta +75. -73 to +11 - 1 B. 1 M$ t 1 _ 13' ' 13 .__, t 3 - ^_�- 7 1/2'17 $' 7 7 2 7 1/T' I1- `j t/2' ] 1/2' 7/ 2 / 1/2' - I Y t' 73' t3' 13- 11. t3' 13 k• 3 }3` t3 1/2 )i2 t12` 8 6 8`^ - 1-` t3° 13` Ro l/L 73 4 54 t3' 10 1/1` °- Z 13 t / $ }1d'I6 tfa` T 17F 4 $" _- t3` ,0 1 a' 3 H3' t3. _ 13` =- ,3 �� 2 1/2'}8 a' - -9' 13'- #0' 10 1/2'11 t0' i10 112 1 " / 2 tJs' . 1/2' T - 10 7 2`1 11` f/2 _tl• 11 1/2 11 1 '� / T - 5" 6 i , 2 d a ._. { d' I B' d' -- a 1J2` $' $ t 2 " 13' J 13 Y t3 8 #J` t3 ]` 73 i �-t �-X' d it4 6 IJ _Y 3- A. ' - -73 ?` (TOP) 1 (BOTTOM} s (TtX') 2 (WTT1 {T } 3 OF a - „(a6T - A {T' +j a (BOTTOM) 6 (TtV')- .- 6`"'0� 1' 3 5' _._..p 13" ,6 i/2' t3' j 9• 1 v O 2 3 ! 15- 1 �l toi 3 /T 1S 13 11' i 6 Y / 9' - 61 Y f 13' la' 7} I ( 2 I 9 Bi 2 t 7 1 'i5 1 n fs 10• ! it1- 7,2i61 Z / t 13 # # " ✓A is' ' d' 73" t 2 (• 4 , t i (BOTTOM) 2 (TOP) 5 6 TD Y-5• _ 73-=7-73' .i 73` -iY __ 9 1/2' 73 _� 9 1/2" , 70 7J2`17 tJ2` c )3 i�tJ2 2 (BOTTOM) t i 7` 3 I t' 3 3 ' i .2 1J2) 2 1/2 1' 3 6 4` if t_ 9 2` _✓_ 6 1 4' f i_` 3 1 1 " 2 /2 1 9 2 / d 4' r i t " 7 7 - 0 2 /7' / �� _. I 13- I 6' i 6 a d 1 4 j / 3 (TOP) 3 (BOTTOM) ( ) ___7;� 3' - 8' 15 1/2` --t- _Y_ 3 1/2• er 4 __ 4 1/2`, 3• _ 6 1/i•!a 1/2' 4 (TOP) $" I - 8 Ir'2'i - $' - 8' - - t- - - a (BOT10M) - t " I6 i ?` 3 J 7' ^IS a 5` TMA- t3' 13' it7'43'. 13 I 1 " 7 t3` 13` 9' 9 7/2` 6 /2 13- 13' 7_ 9> i9 7/2' d 7/2 1 . 7 O 10 7J1' 7#d�'//, /2 ;3CH 6' I S (7 (801I'Mi73 )1 1J" 7 I/2` 7 lJ2 - 13' i13- 13 ,.-t3 6 ',/4' 13' -G T/a' 73't0 Y/T' R 11 6 1/4' 1370 t3' - ,Tlt.,t �,D t/2`tt - 112 - a' 'Va' �- 1S` 73T'S 33' 7' a I(4`E8 t4' (Bi±TTOM)t„ 8 ,TOP) s (FT!,.'i.. I - d #(f 8 7/s' 6 1/a' 6 1/4" - - _ i (BOTT:«) SEE Jffi? it FOR WCMM TYPE & CM FDA 8'4S•IALUI"S RID WOOD FRAME SLIAN.'03. W MINMIW ANCHOR SPACRIM AM MINIMUM E MIIANOE ARE RO"'TED ON THIS SaIEOULE FDR U LESS THAN INERIATED oft SCHEDI E R ANCHOR SPACi,G eT "TIMANG %PAAO" SNLWVN ON %tIEDVF Of THE FOLLOWING £ACTORS. ELLS MtW OPUtAl" "0: BE POSSINE. REDUCED SPACING OBTAINCO MING FAC1O9 SHALL Not 9E LEM THAN VIIMJM WNi iMO aR} 00) FOR EM01 ANONl7R 1W£ ON THIS SCHEDIAE. ,/#'z I/a'A 1/e. Ile. 1/4 1/4"e A%K:'I- TYPE _.-- — - -_.. fAPNNAt 1110-en 1101"i III PNIII l"Ums __ "' _. UMGO-NAIYI _ _. _ EA1x`R MOUV.% ANCHOR SPACING (9,,) 3 3 3 3 2 11Y 2 ,/2 I,tINiNAIlN4Ei7GF Dt3 3 3 I/]- 3• 3 3 ,JV ___ dSTAMQk..0.1 CIrQpE Il¢OI (R 3-.3 !/Y 3 1(2' �3 ,/2 3 ,/x' ACRYL F11D6 DeviNcE E.D.} FACTOR ost _ _ I 2 ..- _ _- /2__ ___ &A, _ .. ___ _.... . _. eSa . -. .. 3 _ a,� _ 4>B --- - - 1OD _,_ a43 _ ...... _- � 1rq. - tba tW - Ie i.aa *+ 'SPACINGS ONLY VAUD WHEN SPACER g IS USED, SEE T #i FOR MAX, A.S,D. _- DESIGN LOADS & , PANE, LENGTHS WHEN SPACER IS USED, TABLE #I A _ A.S.D. DEMN LOAD �NUUDMUM PANEL LENGTH 40 PSF OR LESS 61-8` > 40 PSF TO 50 PSF 6'-2» > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONI�Y VAUD FOR INSTALLATIONS ....N MI SOLID SET ANCHORS & W/ 9i93 SPACER AT 12 1/2" O.C. A1ANplNU Ali a. �++*�.`§�Ea rl,Q.7% y�`�y >v1GENg •r$s FLORIDA HULLOING CODE (Nan High Velocity Hurricane Zan, " 4167 = `2m i1L'�°' I'c 24 GAGE GALVANIZED STEEL STORM PANEL r'P' DRAWN W. Re' :* - : ' 71. - �_.._ rSTIAE a " -�� --, _ i i (� it �_' GLOBAL PROTECTION PRODUCTS. LLC. w/v/2a2q OITE f'••• �.{`idP - - •" •. ... zujtt'e31iiO A E YNEERiH6 COMPANY an. a- R. waNA,> n s1,a ""°_°•. 4410t SSW 51 snim u*tE, Ft 313u 20-175 ry !, ((}AI A I EW ,; * J TIN aP 1 -__ .wONiy an-+.,e 1 tg64}4&¢-as 1 F'At 49s+:}9e-6>- - aRAY1MG w: INSTALLATION DETAILS FOR LIFE SAFETY PANEL INTO POURS CONCREJFEOR CONCRETEB�.00K STRUCTURES 1/4`0 TXPCON __ E#iSL,NG PDUREO 1/4-0 TAPCON_ EXISTING POUP.EO flee TAPCON _ 4!SiIAID POURED 1/4-e TAPCIIN.._.._ ;EX`ISTING POURED ANCHOR 9! S' O C. .T�.irdGREiE OR ANCHOR O 9 O C 9174 F GIE OR ANCHOR A B O C I CbRCRETE OR ANCHOR a ITT` O.0 �IO;VcE TE OR T/ CONCRETE Buxx rry mNc s€ra BLOCK ✓ CONCRETE BLOCX , P CONCRETE TtTE BLOCK REQUIRED. 'i. REQUIRED REQUIRED. r� REQUIRED. _,.. 7J2 I.. I�2 � 7 I s r �1J2• t I ,r2' 4" f 4 / J r{ / J".. _1 s </% I AX. ..-__ ,f�l i MAX- - ,.A ..-..,_.__ :. M " '�- MAX".._. c r` _..--.1 r+ J1 7 E U-s /,- I CDa J' I i if EOs J d i r/r' i I I r` I I t i X, i / ' / (� 4 ,,) I � t Min'/' ! _-� ! � I'.. n 1 II I O P T _ I $ J,11 I 11 a LR _ i 4 11- 6E AAA @N ' R-''SEPPCLAS& R # 6 Ex # sp-2iMf' , X'a- 'z-Ptrt' r �I-vA 1 ( /I 1 ' E7L1sn r c $ Is,tN.�l) To - 6 '1,--JI - - : CLASS 0 MASS. j --..t- ,{� 11-T-�-7,.­,-.-­., 1. _ CLASS_ _., S -_-I__.T'.9. BaTS w,�+Rg �� G I I _9 AT a� a - -I -%J , - 4 a A oa�a�# c�#A�s5� '" , 3. I Ar FA atfiwGLIS$ D _�. a... -r, - - x a u GAIiM" 9 x. fm fiat i%on, :.- >`.-. nF PIR . X I A C' i n tf�j r II 1 12aaa, oaR T-e7 B 1 - 11 I I tD"" a'a "� u 1 }1 I y � s K - K t .. _I 1" - fl 1 s -. u # 1 n II t , 4 I ?' Max. 4 "L' 11 f I 1` Mas. MAX. t' MAX. I u , - 3 ITT ,._L. -.. ,.... a i P ENQiH � ANEL LE14C7,# , PAN 1T1 ) v PANEL EVATIOI PANEL c 6 £L LEND I i P T O R u. __ __._ (. . - _ SEE ELEVATION _ _ ATION �_ TEE AT,ON ___ __. _ ( a � i EE ELEVATION SEE E,.EV If 1 ELEV p ( (S D C V 1I I - .NET r ON SHEET to I , ON SHEET 12 ON SHEET 2 ) ON SHEET Z E ) ) t' ) 1' Mln. . -N Min.-i,__ 1 - ' g I It I $ 11 R T� -i n � li T 1 S ARA ON srnARAT7DN EP 11-- I It-' I lY I A _ 14 TO CUSS, I $$ 9 t0 CUSS. i t,,! 1 1 I { 1 �, ., .. I >._._.. u �" J -... ,, ,.,........ I - ... .. .. ... > .. r . .. . , ✓. ,, ,_t.,. 2 t _ , - .........,, .. l I'll, r T r V 4 L a f � i I P .�, .61 t T t >� J 4 - a s a E E O .D. I f.O O E I 5 i _. L I t ._ ! ..,., f.. I - :.... ,... .....�. ..�„F ,,,.�., ,- ..a>. i .,. ... t ,. fen11 4 CC, I 1 "' I q I I € 7 ��l i i I EQ 1I tw :.��..a...._. _ i_ _ t 1/A __ - -,_..? 1, N. ----t _- _ I Q! g, --i3 NTx N5. EOt Syf 'SL NIX N,6. _ qwn w mlrs I ; r s 1z i/ ., f; s ,2 1/2 oc. /a'P TAPCQN /a`a rApGaN J4°a TAPCON -_1J4`a TAPCON ANCHOR A 9' O,C ANCHOR 0 9" D,G. AN01OR a 9' D.0 ANCHOR A 9' OC. "TESTING POLIRED CONCRETE OR EXISTING POURED CONCRETE CA EVENING POURED CONCRETE OR EXISTING POURED CONCRETE OR CONCRETE BLOCK REWIRED.---CONCR= E BLOCK REQUIRED.---<ONCRETE BLOCK REQUIRED CONCRETE BLOCK REWIRED, S CTO R-IA CTION R-i6 E N 8-2A A REGULAR PANELS 9 FE SAFFT PANEL O REGULAR PANELS O F� �' sad, PANEL SHALL MOUNTINGS WALL }AOUNTINGS. SCALE S/B-T," x.A,, MNINMHINN,rry SCALE 3/8-I` . SHE MEETS 15 & 19 FDA. ANi.1HDR5 ANCHOR TIVE 1/4-V .I _. TYPE & SPACRIC FOR NIS7'AMA.TMYNS INTO MiG1Ax7M ANCt,OR SPAtaNW APtO NIHRRJM MINIMM VI 9UlkWAq MANIAS 419"k 1"ImNG (9,.} 3 _ U= DISTANCE ARE iWOrATE'D ON IN(S +AeA.MMW£¢aE ,+ UN) ]. SO MIKA.E. --OR E.O. LESS THAN NOICATED ON SCHEWLE REDUCE ANCHOR 9PAON6 oRftvIIxj­) , C-.k Ra& O.,T _.,-_2 3 BF MULT#7;- SPACWG s'EtrrN ON SC+# $Y' FM AOBYL RKE III III" t/1 O26 TO LE. 7 FOR THIS, OPERATION LE tACINA175IR 7O @E CIED SING TA2MOVITOR $FU{J. NOT ,TIES I REDI,CEO SAC NO 0 t ES TION - 2 I.I - _ . _ _ __...__ Obi ._. INROM Tin Oft INDICATED Fat EACH DI FOR ANCtat 'rT E ON TM sWEOIl1E 3- -- -- - ---- DSO -- - - - 1 .�, 4. (Tt.,.•' (ENse J1 . NO, 44167 � • STATE of PE SFAL/wMTUaJOAE A2a20 witt'. INC. 24 GAGE GALVANIZED STEEL STORM PANEL t.P. aaAww WED i,,� GLOBAL PROTECTION PRODUCTS, LLC. a>/2T/W2p 48W SW. 51 final" 7MY¢. !+. 3331+ R1OME (gs4)!gs-]bts. PAX (gd+16d0-I>97 aA,� ING a EN NEERRN, M... m - arlaa. awes- ri -I- 1-11 IT At,n ai m-,v+ 20-175 ._-_-._,_ __ — -- IT INSTALLATION N DETAILS FOR LIFE SAFEIY NTO WOOD STRUCTURES it WOOD HEADER _ _WOOD HEADER ', - -IfEf QIARED �i1 REOUIRED t 4-0 LAPCON '- I _ _.. a"a iPPCON f, ICY . _ 9 9` O.C- ,� _. i - ANCHOR 6 9' O.C. y t ( I I 1' ii {i 11 'j2` i1/4 , V2' 7f4» I,JP- 1 2-I L M, I R ( I C I_ i I__1 1 ,It I' I n C%iSTt(I 1 i//X'a-ra"+' i:_ - - /, ti-,:..i. sgfa�ls 7 '�. GLASS'S 9 • T 86. aaxts W t UDC. Oki, r-.1 11 RY } t '.. 11 I : T It T 9 I 6I 'L" MAX, ` .. 11 _ i - MAX @_ _--...._ -%--_ # PANEL LENGTH fi 1 PANEL LEAiGTk °-... __'.. i 6" SLEE ELEVATION it f , I (SEE ELEVATION. N ' _� , ON Sf[EiT 72 A- .=--- a =" -- ON SHEET 12`, ti 1 ) v _. -_t 9 'T- __-_--_..I 1 I If II / I v 1 (?+'-SEFARATX4,Y___- t f''�, ii 1• K. i I -CLASS, _�, U ,O I -SJ II --SEPARATION -i •, :., _ 1 'O CUSS. I IIII �'•1T 1 A L -I �et:�a ­ I ,4 E - I e2 ¢C t C E0. EQ. H I EQ 1.`$ ! , II _t._-- ..-.. ,1_ ._..1 EO Tt -•'t I i ,L3 __......_. t _._:I t �1'_- {{{ 4� j 2'a4" WOOD y{' _ . . v 4, 2'X4" WOOD -- 1 I I :`i PLATE PLATE LA E REOUtRfO 1 4'N PANELMaTE PLUS REWIRED 1 4"a pA1NiuT TE PL , Ir 1 J A llS _'.. j I _ .A ANCHOR a W2 t/2' D.C:. ANCHOR O 12 1/2" O.C. 1{ I , _. v A R-3AW ALTERNATIVE R-38W g ,S� PANEL IN.r WALL MO &NTINGS �a' 0** k A: T14,i0 Jam, SCALE .3 '-`�CENSj -!�\ •: No. 44157 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) NOTES,= 24 GAGE GALVANIZED STEEL STORM PANEL 's ' TOTE 0 S - OPAWI e,: t INSTALLATION ARE ONLY VALID FOR MAX. A.S.C. : 42J ; -1 DESIGN PRESSURE RATINGS (p.s.l) AND PANEL =4 P . F(OR __� ��/mxa GLOBAL PROTECTION PRODUCTS, F .. i O INC e ORAL PRO E P N LLC. oA E: ELEVATION O SHEET 5Y .4` 1 y L MOTH AS PER ELEV N EET n t I N L T TE9TINa t L'NRHC IgNO T I t�T E 2. TOR NEW W000 FRAME CONS RUCTION; W000 J � r ~, OVAL F,. YA oN AL j v`'2+F? x� AaW. e, Na xA twAI1,W ArAp[NF, n a1,re PX-f 20-175 MEMBERS TO BE. SOUTHERN PINE No 2.. Wf SPECIFIC rnrHNN4NVL" £ a>�,_wgFm: P�aI4>,-,m, Pr�+<. ;a6si0n¢-.7Ars, r,�; (oa49ds-em DENSITY OF 0,56 OR EQUAL. Pit. MN Nr.M Nam.. - Bfv-O No-. tS, PF. 5EN./SiG;IATER.jD4'EE WALTER A tLLiJt Je.. Pd , n0 ,?-1M ImiJ a . i , 6ai2E1 M1q aF Ti -F-a N N 77A to -Fu W }► U (3)� Cl) CL Q' 0 � U -0 U -0 -0 O E. = O Cu � O O }a 'iC O V V''^^ / Cn L O /� L `v se --a SHEET NO. S H 1.4 a C PrI Ez1/1a, EZ5 W/18 _ (SEE SECTION Q7 A ALTERNATIVE F21W ON SMELT ta)._ ' )(SEE NOTE 2) ,k£Pr K:l " '(NOTEE z) S.M.$ F END c. a r'n ...'ti:.. ''"$ ' p j I ..-------•T"i^' .._ .- "-`e>OP Ta5Y5°. ;:AST PAN€LG!:�) TO BE INSTALLED Al EACH OVENINO 5s{ALL ALWAYS 6E 112'I-T I'-' Or I --q- 11p t7 - O I--3-• o. O "( 'ct I b 1 t --r^R.y`"VDEi? W/ RCAF HANDLE TO FACILITATE INSTAL:AT?Oti 4i INTENDED e E I I I ! k I ,� �� _` ` FF 1= I i(I�' i' I 1 i ! i := E j _ I IC, 8E INSTALL ED FROM INSIDE OF STRUCTURE, tl 2i PER PAN._, INOTES f Iii 01.- 'Ri�i�E-Z tFTG 5;CPM PANEL SrST€A im PANED (INTERIOR PANEL) HIT EROR PANEL) i i (INTERIOR PANT!) MAX CONSISTING OF PANEL , ContTRACKS TOP k 801,70W 5 F NT 5 d ;EI - SEi. NOTES ', 3, 4 (3). EMU PANELS SHALL ALAI YS AF. C:ONNEC71-.0 TO 9t1iTLM TFEAT:k S I i i OTY IET'N15z: A :iTCY"' B,AR � SHALL BE. PT.:740ETi AT TOP OF SUCH PANE6 Il N`SRii PANtl.i. `-, Ar i I { ,_�..'' 1 1 i'.; ..i * {'1 •``* I r i_Y_.�,• * 1 b r, 401'1. a.c.r.' - 'R F i F'i' I 1�,.{ I iI,), IF END PANELS ARE CONNECTED O BOTi N TPAC,l,, CONN_4 ,OIN I CONS"STI Of §;tx^a-20.7 4' M.S W/ `7/ B'em1/32" WING � srraL.. I 1 f '7 f0 PANES w7 ;44-7n=? NIT OR I/-'0,V4" iem THUMBSCREW INTG TAPPED BOTTOM Is 9001 w rT Eh CIV':.Rzf4' TRACK LOCATION OFFASTENERS MAY 6E AT EFTHER OF Iwo ,SEE SEC'no's Ash i LICA`LiI €XTEWOR FIAT vANGe`S `.,IF END PANEL. 11 _ ErtIt i 4Y IN c 's T� NDEED OAR off,.. A ,ATL'SOSTOT'N s ; -i' r 7 _, . ,. {--r--_ r_.-i '_. _ _. i ;- I_. . ,, _. T- RACK (I... STOP BAR 15 ONLY TD } i PANELS SHALL BE CONNECTED 70 BOT10M TRACK USING SPECS Or i NDCATEO ON NOTE (:i) KARNE,V0,Y O SUCH CASE PANECONNECTIONLOCATION PrtNEL5'10 BCtTJ#d STu<ER A3rSY OCCUR k: ANY PANEL i.ccAYION j § SEE NOTE 4 .. '- - :' Mr,, 'EE -' 1.71W/7' ;SET Nn INSTAL�9PON& ONLY VALG FOR WIND _ _ +fare / err; �.. -= 3' SPEED UP Tv r70 'rx.8.h. ANCHOR,- fe'wrI:ON Qr ffi Ail LANAIWE E2FVd Ot :#kEET ta).- EZ1/16, EZFW/Ia PI V I S R -A STORM I SYSTEM SCALE: 3/32'-1" 2.687^(r4h th4}C,AF / " MOx_ LTA} 4 1/4' IAAX. CAP j SECTION A-1 f FLORHIA, BUILDING CODE (Non Nigh Vetoolly Hurricone Zone): - 59 O. dfi 167 �: 0 �an�' rrc 24 GAGE GALVANIZED STEEL STORM PANEL ". _ aAwYa, e*:- o'•, STATE 0 ' `-` F E o I w c GLOBAL PROTECTION PRODUCTS, LLC. ° fVOT r •, t�?ti;.yM/F�,EJ TILLR j[#TrMy' i [M6 X[pRMa COYFRFIY . t3R10 Yam'' a wancns,a ri�I`/�(-- .. .. to ,`.. ` n"�, - f�lY . tr03 lie-,5,r W+9NE i9N•}CE4-TS/S rbY. fa^ar)�-3T9' 20-1 aSC!+a1.'%F,rfV;i G-0{4ffiY19� rt P4wwG xa, `! r Vrereilll,rYil wNiTF A,Tll.rl a4r 7 r.,. � E-IV'+Gll",JEE Pff Vl3 ENGINEERING EXPRESS PRODUCT EVALUATION REPORT September 15, 2020 APP catjon,Number. 786�91-R2 EX Project Number 20-31543 Product Manufacturer All American Shutters and Glass MantitacurerAddress 1540 DonnaRoa d West Palm Beach, FL 33409 Product Name 5 Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation. This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Buckling Commission) Rule Chapter 61 G20-3.005, F.A-C., for statewide acceptance per Method i(d) - The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Budding Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code Re-evaluation of this product shall be required following portment Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS Ex drawing #20-31643 tified'24ga Galvanized Steel Storm Panels (HVHZ 8 Non4-fVHZ)-, sheets 1-5, prepared by Engineering Express, signed R sealed by Frank Bennardo, P.E, Is an integral part of this Evaluation Report- TEST REPORTS UrIffonn static Structural performance has been tested in accordance with TAS 202tost standards paT Lost repents)#BT-ASGA7-001 B'ac e Testing, by 1 kWak 1 Biting, Inc. Large missile impact resistance and cyclic loading performance has been tested in accordance with TAB 20, and TAS 203 teststandardsper test report(s) *BT-ASC 17-001 by Breakwater Testing, Inc.. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria. T. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396-9999 TEAM@ ENCINEERINGEIPRE5S.COM ENGtNF€RtNGEXPReS5,COM L tl �: f 1 L Nil s rJ M N r.. I 3)1 rarr I L. v ARAtgL 4 Nr V ry 6 ocn _ D µFED dATE BtIUDour uouMniw: ExrRuslons rt r I TIIJ C C HJLL r r ar H=a e,,, eraaNN XE ". ' Y. R,. Y'ES. fTL_ r r D:c t.aD V / J FV P _N LI L r-1S4 h L � L f J L ,CPI" $F. it I 1 ` r I I 11'.rl r..rc J.EL- ; ' viALL . oucr s_c rah N LI X _ ENGINEEPING IV Page 2 col 2 All American Shuuurs and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is not required for Installations outside of wind zone 4 and essential facilities. impact Resistance: Large impact Resistance has been: demonstrated as evidenced In proviousiy listed lest repolt(s), and is accounted lot In the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedules) on the respective Product Evaluation Document (i.e. engineering drawing). Installation This pvbducl shall be Installed to start cernptlance with its respective Product Evaluation Document (io engineering drawing) along With all components noted therein.. Product components shall be ofithe material specified In that product's respective Product Evaluation Document (i. e. engineering drawing), Limitations & Conditions of Use: Use of this product shall be in strict accordance With the respective Product Evaluation Document (Le engineering drawing) as noted herein Ail supporting hast structures shall be designed to resist ail superimposed loads and shall be at a material listed in this product's respeotive anchor schedule, Heal structure conditions Which are not aacounted for in this product's respective anchor schedule shall be designed fw an a site -specific basis by a registered professional engineer. Ail components which are permanently installed shall be. protected against corrosion. contamination, and Po Ira Y P ed g , other such damage at all Times, Trtis product has been designed for use within and outside the High Velocity Hurricane Zane (HVHZ). Respectfully, -n ;�• pSr'JN� y ' Frank Bennardo, PE ENGINEERING EXPRESS NiPF0046549 I Carl Auth 9885 160 SW 12°" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 334-12 (954) 354-0660 1 (866) 396-9999 TEAMI,IENGrNEt A ilio Ex9REs9,COM ENGINE RINGEP:PRE'65. CON r 4niVA fep rcl6.. •J. nr• M., ti a. -. tl r, F 4 _ 0 1 �r N pica 4 � 4 I 1 : ID w 1 f , w] a N `u w W _ N p W - 4a �n - Y' 5 I� N 7 r ,_rL C JI Jti Uv'pN �, IA /u} C[RiNL:/ILOOR MOUNT SCCfION LU ] LL a - g h Z 4 6 au m u E _ a V."' IIIVJ L. 4 a S ••' 4 Op _ N _ N �r1 rnwrrnnN 14K- YVLMAY vA LL' w IrA IF ni All J •! Ill- Lk_. .. .. , F�, �� E J a o Ba��a .I "III a6 Ili• - !At } IT Pa v<•, I - R 19 U G �ER E[11E P.TLL >rrEL In a JJrt.a.1. a rr .a :'n Gi3CEi F" A I1 R� r UJr IJ rr I ' Mui H f 6 20-31,.t i -t W, i rtlAF L': r .c6a, .a ra.F ea - -'R PA6e OlJICRTPI UOPnr]ROLTOP)�TTOM CLOSURE DETAIL4 2e,u cur RrI£ n I• Nly IIIt,RPRRIN v INSTALLATION DETAILS_FQR'SERIES 2000 E--Z HANG STORM PANEL J- INTO POURED,OCONCRETER _ e 1 ___IXrSTING POURED - �` C4NCRErE OR l,'4'4 TAPCON CONCRETE BLOCK L ANCHOR m 12' G.C. / REQUIRED. •.•., 1/4"x IAPCON T} : t ".'- 41A.x1" HEX HEAD TEX WOOD HEApF'R_ ., ;- .t 14x7" HEX HEAD TEK _.. {) ECRE'N f<' FROM REQLARED ,.,. -'-^�'sCREW *,y74' FROM ANCHDR W 12' 0C j{ " o_ , .{} EDGE OF 1 / 1 f s a s. IXILTS w �� Tfi., r 19 , �• - p IF•SEPARATN£ATI N Ex I L7ti5TM1C 11 10 GLASS, j 3/'B"P EXI51lNC 2 SEPARA71ilN I 41N GiJ 55 'il I A:,UMINUM POP 1 r0 GLASS. A1-71NiHUM FGN it RNgr i f , RNET -. a IT ;1 a IT ss- ears w {{ fi- - I MAX,I MAX II - F 4 - - _, -h ___._. tf '. za.f t PANEL LENGTH =i S.i, i90.t5 N H - y T...-- -_ _..... 1 PANEL LENGTH It I J IL-�PATtAstoH_8 I u L" N'" I .a1g`b'-acli2" 70 GLASS. i tl"^"SEPARATxXJ - - I THU"SCREW P " II 1 9D4 if To CLASS 1 n THUMMITEW D' i j ED EQ _ A !. II-0 ; ,. t y I! TAPCON ANCHOR d.c. 1/4`0 7 CON EXISTING POURED 2`x4" WDOO "TTLAYE ANCHOR W 17 D C '' ;. '471NCRE7'E OR �..- _,- CONCRETE BLOCK' ! REQUIRED -- REWIRED. TALI M4UNTiNG WA MQUNTING S€CTIDN EZ1 A RNATIYE €Z1W SCALE 3/8=t' SCALE 3/8=1' + p A4f iIQ;;4C $ - FLORIDA BUILDING CODE (Non High Velocity NurTtcon4 Soria) - =h MIN. PANEL LENGTH �2aaa +'LrLrx.. Des. - PP.I. SHALL BE 2'-6` � ; Nk 24 GAGE 09YANIZED STEEL STORM PANELoRAwdPRESSURE INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN FL441 RATING +/- 40.0 p.s',f, AND S'-0" MAX ,6d�GLOBAL PROTECTION PRODUCTS, LLC.PANEL LENGTH. st"'.IL E C3INt2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD r� i ,-z�TIU4r TM HID x ENBNa-,MEMBErRS { TO BE SOUTHERN PINE No 2, W/ SPECIFIC ♦ '•'�" DfNSTIY OF 0,55 OR EQUAL. "4-0 rMMFkR A fitaN Uri., pi. r RA sa,ax x ;prig) to OF FX 2 Iffff. ALL AMERICAN SHUTTERS AND GLASS l 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED CON kAERP. TO PANEL 5PAN) MO UNT MOUNT ( N T TYPE4S.REQD) SEG'fiONS wF 2 b FASTENED @ N MJDSPAA (USE- DE SPAN TABLE) TOP MOUNT (CQNN TYPE Lmax AF. REQ'D) (SPAN ABOVE -OBSTRUCTION.) BOTTOM PUNT ni ® �a. {CORN T'rP AS AE9D) 0 0 _z J 4 �i y�x�Q BS O TRUN LOCATION MAY VARY) TOP Me3UNT (Gt7NN TYPE BOTTOM MOUNT (DONN TYPE AS REQ'D) LBE (SPAN BELOW OBSTRUCTION) FRNELF MAY BE NOTCHED AS REQUIRED, AND OPTIONALIICl:'-20 i.TITCH BOLTS I ITH WA$HFRED PR' C IDED THAT CONFIBCTIONS AMCH095 ARE USED iN}ITG H -SATISFY WINGNUTS FASTENED'@ SPANS ABOVE R BELOW OB5T1rL1CTION, OVERLAPS 1 MIDEPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION z NOTCHED PANELS 1 NITS. ELEVATION 5 EL ALLOWABLE PA PAN & GLASS L N SEPARATION SCHEDULE 24 GAUGE PANELS M NIMUM 5Tr?aM Ntl SE AkAT L N M SaUS- (HViiZ, WIND ZONE 4 R F.55FNnAt FAT_ IRIVi) Aj ALLOW AaiMUM DEs,cw I I T ri&1xDNi iF55 tNstALIAMNd vRtATER SPANJI BD N5 A R r P t4.}RF r. TtYAN 'RA rH 90 Boy_ A ' SPAd me 36 RBDV6 RE AN 0. CR bt t t { P53] I 'x1 ! 1}00 ki E.e$u. :.161n 6e8;n 776fn R ! 1..4,0 fn _ 6pc do tlXn I d H i _ 84 n A66n 53 - 59-ew I Gil in 2_72TJ - NtiV t t1tUU IV t : 3 i t., Lt V I 7 J. ENTER SPAN SCHEDULES WITH, NEGATIVE 'LOAD PANEL FASTENER SPACING TO DESIGN & ACC G DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH SP C 'POSITIVE LOADS LESS THAN OR EQ UAL TO NEGATIVE DESIGNLOADS. 2 'PANEL FASTENERS- ARE STUD? USED IN CONJUNCTION WITH AL MOUNTING EXTRUSIONS ('F-RACK, STUDDED ANGLE, ETC.). USE 8,2T O C, PANEL FASTENER SPACING TABLE VALUES FOR ALL "H'• AND'W-HEADERS.(INCLUDING : BUILD OUT CONDITIONS). 3. LINEAR INTERPOLATION BETWEEN LOADS IS - ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: N P N H U N A 7 M ENTER 5 A SCHEDULE WITH ROM T E OPENING LOAD 0 DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PRO[-t<.TED- 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY, N R I TERPOL4 ON BETWEEN LOADS I5 ACCEPTABLE. OTHE 15E U NEXT HIGHER 7 W 5E LOAD ' F H6' 71 N OUTSIDE OF VM-' AND OUTSIDE F ESSENTIAL Gilt . T ALLA O. S O S E O H H 4U Sib O FACILITIES M WIND THROUGH ,T E -5 SEPARATION CH RULE S PST ZONES T OUCH 7, THE ATI S R DN SCHEDULE IS NOT REQUIRED AND NA MINIMUM SEPARATION PROM THE PROTECTED OPENING IS REOUIHCD._ MAXIMUM ALLOWABLE ` Fl DESIGN PRESSURES:.u;' AS NOTED IN DESIGN DESIGN NOTES: I SCHEDULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED O `'r T M D. FOR WITH TNTS S S EM SH HALL BE DETERMINED PER A S PA TE ENGt t , .GIN CCO I, 1 7 T: E. RA N FUN A .RDA W 7H t!'c GOVERNING CODE P 5 RE UL EIME2A REG U REpp R A6 DETER INED Ild ACC47RDANCE "'I TFI ASCE 7 AND CHAPTEP. 1609 OF THE FLOR7 DA $UILD;NG ODE SHALL BE {,ESS THAN OR UAL '[D ENE CY" VE 00. NEGATIVE DESI N PRES URE C4PAC17Y VA UES LISTED HEREIN FOR ANY Y ASSEMBL AS SHOWN, GENERAL NOTES: THIS SPECIFICATION HAS BEEN DESIGNEDAND SHALLeE FABRICATED IN BEEN USED IN THE UECT ALL RE -RESPONSIBLE Ili ➢ESIGN WHICH R, ALL RE REQUIRED al ON14AXIMUM TESTED T BE INTERCHANGED AS FLEW OUNTED VERTICALLY OR SHALLS8 EMHWT,EDTO ALL CONCRETE ANCHPKS PER IS CALLED FOR BY LOCAL, STATE, A. FEDERAL CODES N FFICA TRS OF THIS FLAN. tCEPT AS EYPRESSLY IRQVT DID H FAPIN, N6 ADDITIONAL [CATIONS OR AFFIRMATIONS ARE INTENDED. LTERATIOPJS _.TT,ONS. OR oTHEA MAarC -TOTH. DOEUMENT T PERMITTED AND MVALIDATE THIS CERTIFICATION. 1NEL5 SHALLBE FERMAN ENTLY LABELED YITHAMINIMUM OF(1) LABEL L ANERICAN SH UTT€i2S All D CLASS 55T PALM BEACH, FL S 201,TA6 2OZ &TAS 203 3R IDA PRDDUiTA P.PROVALNUMRER VISIT EGALC.10131643 ■ }r� Mar RMBINEetINGEI(PRBS CO WSrd� .W IaNAL S ItErDRts flEWLRGE9 . + >EWH(iSaaAwpri5N6E T MINIMUM ALLOWABLE SPAN SCHEDULE '- TOP MOUNT L xY Nta f' Ts pip $$$ =pppglC 'Fr Masdad T' 0' 23" 2A° ?Pr Z2" 2a` 0• 24" � 2B` tldnul U" H rAi aaAa, 0 23 2 4' 2B 2 r 34'° C Z 4` 2a" ff'. a6 s • H amr a a IVD' as" 2a 2S" 2--2 ' LT z4 ..�' •za O 3x5Ss'Wd M 23 3 3" I 30'W 3 I9 30' �' 7L ,eY ❑ Bulldaui'i TrAEre. 24 T4 24` 4a' sO" 3a d8` 24 4V 4a` XT S3" 'F' TrAntr 25' 2S" 25 3t' S;1^ � 30" S7 25"YP' � OA. nM a ] SNtl i t6daurA 22" 2Y 12' 1T' 2a" . 3D' i ' 1 - - ee" 2 32" �' McurN 2 24" 4.t)rax 3 30" 3g" 5a' 2a" 48` 24' 45'4,_IY' +reader D 0' a 232 25' 24' D' 4"❑2 13T 2 2 x Off SD" 28 4a' Y 48" T3' 2 3' 33' 1 rF 1 f'3t'. Cr. r" 15-'ITrack 2a" 2a' 26` 33' S3" E5' 3i" $3` ?8' Sa` m N V AT a w g r] v aT W :�. w U_ k a w 4 u u41 z '8 sa' a ❑ N 0 W - i A e 2 a rL via �a W O row ❑ 1 ';P GWN Cap 'Nr1R:iM t W 9...,P,> Sa 34 LN'WMBINn N N�45 sudlnr N naP .P e'aa'ro :az.I,Ei NG' us5 a N res-F Nc+erz iN vaBJF Aunvr a � nCr N I z NO 5 x xr to M ,s: kE Neu wH H e s:- 4 nw r P R 4E§vFC'I N6 UH1T,N` s`tf fft N+*rUN lip IDg L 25 kt`� n NIRrp FU.a, Al4 @r:IILK,U MC rHR AB. b� ERF Ar`:£ C C J d aC 4- k t L;r 'b7 i rJ UAL• WI PA 1 . Wire DMI r 1 IK er C SE At C'. LI Ed ARt -4JWI £O Z9a MITI,MITI,CP Nii„OVt 9rF*Cr CL 5. Ato 1,­L­ 'A"EHEA51' il 1. CIA N 5.. s NE,S Mom so -AN 3F ­, iY - uNf 1 () N1E tN: fD 9. -D CLaSURES P6¢ a t E'1 Q O U: EFU LIP+. CFTAIL ,. > sly 'Nr MOLrfr, W _:.,NGT1iYr �K4•NTa tY e__ D. NTT,. OPTIONAL INTERIOR FASTENING DETAIL N.T:S• to r0 n, S .. -5 .. t� al G5 O ,�1=;+z e r rLxr 'EON arr_91cN. � 3: ro p A0.UCEH PANEL w J rp a¢ 'xFN Ru X a ^pit w+M n YA AED H NGN'>-iN:Lf r.YC6 _ WI Q :P., Y`Mm-xg14E 4i,.REW 5' C pE W H 1 1 x� �qp b B ro e wTn�iHe„NT F. 1`AUSrUN na A°lAFENI �' :� :-- Ig N }t fill, Y'arsN n4E e9 s. ereDEo ` S8 x i 5 ... '�.� F R Y iN CDJiN ra'PE a9 AE•J'N t •- N p 4 s.! - AT . E W k N VOIr_n .M a t EaI51tN6 FOhLR'°TE. 6PM«NG DF !4U;f 'n,. N1, �. ,Ibl UW ai,ax:v..ari VALUT •:iVE I AkCNUk -� FR44riaMAiC eAE ]r� q '°'L"�IST3 WU06 mM€IfiaA niTMil.E, s.FttcxF.. NANI!I. XJ ZFNT iD =.N?v 4 I - M OPTIONAL EGRESS PANEL DETAIL a INTERIOR FASTENING �( I«2.zs4" r0.l0094"-II--o,ose" z Zsd.• DA94'• J'll'0094" 0 4,i50" 0.1aa11g '. a+•ie9'o.c: r0.625 ILI _ii� o.... T tFi 4c 4Ia:, " � d1.12fi" ,D9q" 2 0375TYP, TY P 6 094o PT g o i rd F- 1I r0.B62 x 930" I,a30" b 12 S" r11 a.Db- "� r 462' r -I I- e I I 1ta . i 0 06Z '.� P. S. --I .: DI' IT 300-2AOn"I-- O 2:rr40 ,�'z bzb° ANGLE a- 1180" ,I-PANCL45URE OLE 'YI MEA 9uILD- UT 'U' HEADER �.iz1• n , • o R o 214- �! I-'..380"MAX . .31 0.376"" 0.4313, D4655" 151 1.560"I---1.1.560" 7.510' I 0,365'-ib6555,,I` o'�j:555" 350" lAa7" R�!���y i D.179'-{I 019 Ir 12.500"PANEL t:WERgGE190., 1 = � � �0._ 14.875"PANEL LENGT a:549" tl.5 4" C'250" O.OSD" 4 W V � Lca _ 1so. ` I 00 "FI,wrrtsrtis a,2I5" :215' _( GIR6CT. 3 n ^= MAY BE 0.085' o.ISO D090° ��D.D9o^- 0.710' Ra13s„_ 0.305" TY P TYP. �� :D,0S0u U700" 6,951" '( RllILD-OUT "F' iBA4K 7 a ' ^ P_ O �ig�,"C" TRAGk '� .4F HEREN YnNGNOT ra Eu K:Y-CLE '.W"A5�}tF` 2 3 u-D 3 i = a 0E6 MIN. Syr 0 375"-y0- ISO I cc Z F AY 6t OC 6 rnRrc7rory "P ANGLE - Ti7 ;CK (EXTENDED) S 1.OD0" I v?� cl k v:I I snrrrll SA _- OVERLAP 4" MAXI f: GORNERGLDSURE DETAIL 3'�.J� 25"_MAX. '�• 6� pl, FRnHtI._ ErE _-H JT BUILD -OUT STANCE .�. 11 n l I DISTANCE E r�l rsF4= I MI I.IfWIN !19 1570. C WN U IIJI 1 r r 1 r_ N rF r'r r 1,DD0" a Q it °- •X.ErI'r-L. J/J /4iA. 1.0OVERLAP MIN - C tk1 _r FyN,aFE r.w+fa Lls,.ti� rtNNh E M"r, F nxl 4 EMBED ISM' MAX- MIN d ro;iaIllt tgegg$$Q gEDm&bE _ sib f*Jil. I i� , :�LL J n4 T ^ff 5 ^CORNER GLOSlIRE DETAIL ..- H•. M> , '- V' - EN18ED-IT..1._ I ll TRAPMWPIT CLOSURE D'cTAIL RT9 131ky t-isa.I9 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS. PANEL FASTENERS 9 12.5" O.C. ]p I6 I ,3 : tl II!I 11 ISM ®MMMIW®tmun 111131 MEN 1MMEflM1=KSWG==1= Kim //fir C j / r Pr Tye ry / //� % P 0/0. 11160/00/0/112011119 R ®ter-� • �le��®®' q _- MEN 1 //,,"11,, �® 21d^RSt.F hT<T1tNr'P B !s i� I MA.X DE�eN ANCN6IR PRESSURE PE TY PSF ' nrJ I ' ml „-n' .rr4e Ln, ID a'-u' s nN IM Ui ultdlr I F;bNN NPE C1 Q CS C ' 6 ERNX ME LZ. C3 C C1 4 CbWNi'YPE. G2 C C1 fl 4 4' x2" EMBED Lj. 3 3 A[I'rC'ItFvr 41 48 62 l2 12 S SSO 1 60 1U 9' 12 s 16 0 160 75.' 12V tl SC+A' 1& 6Y' iz 3 380 60 SR''i25 b 15n bl 13 5 D 1n fin" 4 125 1,0 160 7 5 12V 1 0 L47 611 1x ] 6P 0" 2,5 5 76.0 16D 16.0' 14 T 6.9' 6 D" 125 z 1 5 3. .0 e 0" 147" 60" 1 D' 47 B 126" 126 147 16_0"74.T E.0" 16 D"14.7 BD' rJ 0 3 e 11, 1 1 CN13TC' 1f 33 •rooascnel t d 41 48 52 '2 1z4"A1-1!b'rn18I0 33 TAP.0 't•FAS• 1 lIF 4 49 Si 73 12 ' S - IN.O 160' 101" 1 2 1 0" 121 D" ]2S } D] .e fit' @ 0 Iz s' 6.0 1 ] 41 s1' L i V 6-" 1 0 9 7 56" 125 ]fi.P• 9.7 5.6' tt 5' 1.5' 5 L25 IfiA 11 ifiD 119' 1'10 9S 16,0 1fi p" 70' S4" 5�6" 5' . r 125 125 1 Z4 125 160' 60" 0 100 LIS Sfi SH" 9 5.6" 96 56" 17.5 n,+' � i 125 125 12 5 12.5 ir, - 9.6 5.6' D" &6' S5' !§ Ox e.. 5 5.6" ]6. P110.2 '. 5' 16C 1 3 .f r r r 1. /J/� 12 5 16,0 q ! _ 2 !}y, x� 72S . 1a,A' ']:2'ONIA 12 12,5 15(0 iL 4 �, 12.5°. ib.D' 9 i //��r, 12 L?�5" 12,5" - °'JA itl.0 SO5 i6:0 91. i r f I /f•YIi���y 12..5 12.5` 160". r Po( se 9.t" P , 1 12 1� M M EBBEDIN 7 33 AI, IUwhFrA`%Y 41 IY03D BUS RRIC 48 q,pXWX E2 HSBaPY 72 ILI" Y6:0 9fi" 7:3" 12V - Ss, 3!' I2.5" Ifi.o f2.5" 15:4 5.9" 6.0" 625' 12.3" 4.7' 4:0' 6.25' L2.S' d 9:5' i .2 4,. DES' 1. T' 4.7 ` 4.D' b. 2V 3 4.T E25' 12.3 ;i' 4.0" 6.25'. 123" 4-74.0" fi-­ ANCHOR NOTES: I ANCHORS SCHEDULE APPLIES APPLIES TDALL PRODUCTS CERTIFIED HEREIN, BUTONLY'PROVIDES MAXIMUM ALLOWAeLE ANCHOR SPACING, MAXIMUM ALLOWABhE SPANSANDPFESSU TIES INDIC ATED ED N SPAN SCHEDULE SHALL APPLY Z ENTERAdCHOR SCHFDU LE BPSED ON PANEL FA5TENERSPACING, 7HEEXISTIG STR UCTURE MATE LOAD ROIAL a ANCHOR TPESELECT DESIGN LOAD GREATER THAN OR EUALTO NEGATI VE DESIGN N SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO 5H In ER SPANS ELECT C CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION SEE MOUNTING DETAILS ON AO NE _ (- NG LS SHEET 2FOR IDENfrI FICATION CONNECT 10 E. OF USED N TYPE), I. "PANEL FASTENERS'ARE STUDS USED IN CONJUNCTION V1p'H ALL MOUNTING EXTRUSIONS 'F`-TRACK STUDDED ANGLE ETC. USE 6 25" CLC PANEL F ER N ( U PA ASTEN SPACING AWES FOR ) V ALL"H°-AND "U"-HERDERS (INCLUDING,BUILOOUT rDNOITIONS) 4 AN CHORSSHALL BE INSTALLETIN ACCORDANCE WITH MANUFAC,]lPER<' RECOMM'ENDAnoNS S HOLLOW BLOCK HOST STRUCTURE SHALL CONFQRM TO ASTM C9O BLOCK, 61 MINIMUM EMBEDMENTBH L E ASNOTED ED IN ANCHOR SeH D LE SAL E AS TUC U, ? MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES 5T11CG0 FOAM, BRICK, F N E , „ AND ER OTHER Lyf+J1 ADEQUATELY WALL FINISHES SHALL BE: LIMITEDUC 1)4 MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE e, CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN CRACKED CONCRETE ONLY, 9 WHERE EKISTINGSTRLI TURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE iNTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 5 CCEFTABLE ONLY FOR SIDE CLOSURE I A W FACE STUDFRA. ID. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED W CENTEROF NOMINAL 2' y4"(MIN,)WOOD STUD(" EDGE DISTANCETS ACCEPTABLE F,ORWOOD FRAMING). WOOD STUD SHALL BE SOUTHERN PINE" G=O.ES OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN OR HEAD H HEAD EX 1t REMOVABLE ANCHORS ARE D ALT PANELM4TE AL •FPSNTSOLID-SET BRASS BUSHING 1.MACHINE SCREWS SHALL HAVE 1j2"MINIMUME GEMENTOFTMREADINTO THE BASE: ANCHOR AND MAY HAVE EITHEP A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U-N:O- 13 M1NtMUM EMBEDMENTANp EDGEDtS`ANCEEXLU DE B STUCCi1370THER WALL FINISHES. 14,= DESIGNATES ANCHOR CONDITIONS 14HICH ARE NOT ACCEPTABLE USES. 15. * DIRECT MOUNTING GDNOITiQNB- 16. LINEAR INTERPOLATION IS NOT PERMITTED FIJP. USE WITH THE ATICHOR SCHEDULES LISTED ON THIS SHEET. i7 Q � �r1EF''jy��•1 $ � yq�i Z � S a G �m W p I 9 C_ O L U) 0- (3) U =3 `O i UW 1- W W cc G Z Z Q J d SHEET NO. IS 1.5 11 -117- 7-Fiir 1 1 T - 1 - 7 _ I -.