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36469 Well Hill Way
I I L1 11 111' 1 LII 7MIVII WFI III, II11 SI to I 19PI II II IA rIN 1 11 _I L 1 _ - _ I ' AIII I III 11. 111I lFIOrRI Ir-ilIll' I'_. L' 1 __ I 1 _1 1 1 1,1=1I! 1_'1l, it 1. '' - — - - I L '_II1d:ll ABBREVIATIONS AS 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 orADJ. 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 REQD 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 BLK 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 Sm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Sot. Bottom GT or G.T. Girder Truss SO or SO. 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 SQ 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 KNVALL or KNVall 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. TICS 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 DIED 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. DiverterValve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DIN 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 PED or Ped. Pedestal WC or WIC 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 or WDW. 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 Proof(ing) 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 PWorP.W. Pre -wire FIN FLR or FF or Fin. Fir. 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 ILMENNARs� 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 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. Cn e%4 o d� W r O u O.n C <3 CJ N c* l� C�4 f6 i cm N Q Y a> E _i U d d eco � N a c E <a ca •� `� � � 1� �y` j�f , yr��Ay- • tti '� �✓ .'�-.rum %i V--4r 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. N W Q 0 E co g V o N d CI �O 0 y N N M Q M 0 2s # LL C � Z Jwii i5 a a O W 05 7 N 'N Ir 0 _ IL Z ��pjO� m w coN Z ¢ k N 00 00 (D V M Z N M 0 z AMEN% Z n QE3$ N N z_ 4 O 1,l1 W cp c a U W J I-- _ E � g I I U c9 o M M i ¢ Z Z z Q W m E =; z o a 0 E U wz ?® ❑Co o ~ 00 Z�E d o wo Z Z w� i ZO a Z Z � 8 g� aZ � 3 LL Z i : a 0 C O i E >cy) 0 rn m (ID L0 LO Q Cr L, � N/•� m L i 1 •' � O -�, Co 7 N Ise N Q L r LO 6 w M r LO o Z W Z m 7 E Eo Ul d ai c a v _J v Q o JOB NO: 23-06111 SCALE : AS NOTED SHEET NO. C S -- -I L-1_ --_--- - 1 - _ _ _ I I I. _ I 1 I 1 II 1 '1IM I IF !n e,ii i I 11 i i i I ILI � I P_Ii� ILI I P-1i KITCHEN MIRROR 0 0 60 0 o M � 14, KITCHEN O. BATH BATHROOM 2 INTERIOR DETAILS SCALE: 1/4" = V-0" 0 0 0 1'-4"X1'-4" "L„ SHAPE CMU COLUMN 9 00 0 F_ M NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN 42" H UPPER CABINETS BELOW CABINETS 36" H UPPER CABINETS MIRROR SHWR. SHWR. DOUBLE 30" H UPPER CURTAIN HEAD RODS 16" FOR LINEN CABINETS VARIES / ROD Jr 12" FOR PANTRY Z OVERHANGS THAT / 24" TOWEL BAR TOWEL BAR IN g 1L SINGLE ROD EXCEED 12" MAY REQUIRE A SUPPORT w ON WALL ABOVE TUB OR SHWR. BRACKET 36" H BASE i / i TOILET TOWEL BAR - w a Ir O FINISHED CABINETS > ON BATHROOM WALL I SHWR. �ry o COUNTER TOP 30" H BASE o T MEDICINE b rL' o a0 00 VALVES w 00 CABINETS 4 co CABINETPAPER TOILET 4 00 " SOAP rj i I HOLDER q DISH v n ^n O > O Z > Cr Z v 2x n a0 a 4 O FRAMING M o 0 M O M q> iv > o 1/2" GYP V N N M M N TUB ? BOARD FIN. FLR. FIN FIR. FIN. FLR. x BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS - eo ` ` SCALE: 1/4" = V-0" th (V TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL LO M P 1'-4"X1'-4" I LI' J SHAPE CMU COLUMN ,;JF,_n„ 13'-0" 12'-0" T-9" AC PAD HB O 35-SH is ■ ■ ■ ■ ---------------------- ■ I I I LANAI ■ NOOK 8-0 I " ' FLAT CLG. AFF _ 8'-8" FLAT CLG 7 I TILE o r I 12'-4" I I E O ■ 0 8S D ■ ■ ■ ■ , . �i ■ I . ■ II II � II I �I I I' a LL Elo O �N � QRI Y O IFolZ FAMILY ■ 8'-8" FLAT CLG. I �I o I ■ CARPET I pi . _-__J N' ITCHE �- 8'-8" FLAT CLG. 2468 TILE '-0JL N FLOOR G.T. L6 -------- --- --- _ -REF. ~ - - - - - - - - - - 16 N III m--- 15 5'-74" 13 DINING (3) 2x4 #2 SPF 12 STUDS w/ (3) 16d ■ ■ 8'-8" FLAT CLG. NAILS @ BASE GG 11 CARPET 00 S3 co nrP 10 42" H 1/2 WALL 3,_3„ 4'-24r g OR RAILING PER 8 ---------- FLOOR G.T.SPECS ----- - - --- 7 ■ (3) 2x4 #2 SPF 6 STUDS w/ (3) 16d ■ NAILS @ BASE cc p lV c!) OI u 1 2 3 4 5 q P D R 4068 � V V GG i (3) 2x4 #2 SPF 8'-8" FLAT CLG. 6� `L� 2� S3 W. 6d' STUDS w/ HTT16 TILE ■ AT BASE FOYER TP 00 O PE�K )RCH I is LAUN D'TILE 8'-8" FLAT CLG. l o ) 8'-8" FLAT CLG. ���JJ TILE o I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 SW H1 W.H. 0" 17'-10" EDGE OF SLAB 2° BUILDER TO 35 AL--�C"' - ■ BEYOND WALL PROVIDE APPLIANCE PROTECTION WHEN I o NOTE: FINISHED WALLS REQUIRED PER FBC I M TO BE FLUSH. FIELD I F- VERIFYG.T. . .. -- ----- ---------------- 8'-8" CLG. A.F.F. ----------- ----------------- I 8'-0" CLG. A.F.F. J Z ENTRY _ ____ - 8'-0" FLAT CLG. AF P54 x 2Q'= _ I Q - ------ GARAGE (ATTIC �� I OU Q 8'-0" CLG. A.F.F. LAB----J JU cr 00 w o N TYP. @ SINGLE j w 1'4" 4'-4" STORY (SEE AA/S3 FOR rA STEM OPT.) S3 r- - - - - - - - - - - - - - - I I I -----------------I I I I I I I I I K I I I I I TYP. @ S4 I I O ------------------------------- GARAGE I 1 16070 OVERHEAD DOOR 16-0" 19'-4" 5'-8" 251 EXTERIOR WALL W/ 2x4 WALL PAD OUT HANSON BOX @ 36" A.F.F. DRYER VTE �-PLUMBING LINE TO SECOND FLOOR '--WIRE SHELF @ +54" A.F.F. U w w UJ Z J �Fm DUI,_ L) U >°� 00o = U 00 2 HB 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) - 1 314" 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 i DA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET O 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 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X383 182X374 S.H. 14 20X50g 182X50 S.H. 15 20X63 182X821 S.H. 16 20X72 182X712 S.H. 11-12 271/4X26 26X252 S.H. 1H3 271/4X38$ 26x374 S.H. 1 H4 27 a X 50' 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 271 X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 2 X 25 1/2 S.H. 23 37 4 X 38 s 36 2 X 37 3/4 S.H. 24 374X50s 362X50 S.H. 25 37 4 X 63 36 2 X 62 1/2 S.H. 26 37'4 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 J 52 2 X 37 3 S.H. 34 54 X 501 52 2 X 50 S.H. 35 54 X 63 5212 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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. @ 8'-0" A.F.F. 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 (GARAGE / LIVING) jR-11/R-13 KRAFT FACED FIRST FLOOR PLAN - ELEV-A SCALE: Ya"=1'-0" M lV C= C41 C 2 S W � r U n O c cc c.) N <v C N � N H m Q .4i N c d d d a � 3 3 `$ C, •� A c � o d U 0 V" To the best of the Engineers knowledge, information and belief, the structural plans and spedfications 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. W Q �* E S N CO �_ N 8 N V01 O 3 00 Ul ik LL U. N rq�w ' v 3 a a Q cc) w J U- a. Z 2 z o morn r m8 o o r p '� N m m w Q W W N�. �rw Z LL or:J N M Z U 0 z 1=- Z OU ❑❑❑ tu z N M o z N z � � Q v -J a N M V) z QD QJ o 4-m) (� cn w m U 0 $ V) LUV)'> r0 r- iq U n U 000 C � Q a W CIDZ M 0 3' Q J E w CIS= aR E OV oo wz F' c0 0 0aoz wa 00 I.r, m t z �` Qow� Qo0 ZYZ <� z Q� O o Z o , °p �w W m 10 w M v 5 d � 03 T� M >M O m rn I! cc CU LO T L ' co U) m L0 1 _ a� O CN .� a)o LO N Q N r '_ d M : M M W to o z z E E0 a a3 cc c a 0 � Q o _J JOB NO: 23-06111 SCALE : AS NOTED SHEET NO. 1.1 I I I 1 II 1 1 1 1 11..1 1 Z 1IT, 111 111 '1-L_. 1 'I 1 I I r fill 111 11,19 p" 1 1 Ill-1111 1J- _ L L 42" KNEE WALL WITH �\ 1x8 CAP & CASING OR 36" RAILING �I 36" H. CONT. GRASPABLE RAILING / 3/4" PLYWOOD DECKING _ 16 - 15 14 - - - 13 PRE-ENG FLOOR 12 TRUSS 11 ix TREAD (TYP.) 10 / 9 3/4" PLYWOOD °P 2x4 THRUST BLOCK / 8 1x RISERS (TYP.) - / 7 DECKING 2x6 LANDING I-50 / (3) 2x12 : 17 / 6 2x4 FRAMING STRINGERS 42" KNEE WALL WITH (� 5 1x8 CAP & CASING OR U� 4 3/4" PLYWOOD 36" RAILING 3 DECKING = i� 2x6 LANDING 2x4 THRUST 2 BLOCK 1 2x4 FRAMING TYP. STAIR SECTION STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 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 r 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. equired guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 riches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. 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. nder-stair protection: inclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 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 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 7 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 'IN CONT. HANDRAIL RETURN TO WALL DETAIL B SCALE: NTS in 2'-4" I. 16-1" 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR H1 1 D2 EXTERIOR WALLS OH1 O 6 6 TYP. @ 1/2 33 SH (2) 25-SH CORNERS D2 TEMP D2 EGRESS 4-SH oO 0 u "Z nnrs-,,sl 1668 B.FIL =v-j LJ iD 5'-6" 2'-4,, -- Z O BATH 4 M W Z I•- O Y I A t I II FLAT CLG D2 TILE_ R/SH o SIM. w/ (1) 48x42 _ /---- _ _ iv _G_T. _________ MSTAM36 3 RECESS v TB N @ BASE D2 SHO%1ER i T-0" 2 - 3'-�'L 12'-10" Sim. w/(1) TILE TO I �� 36"x22" MSTAM36 7A. .F. I I '' I ATTIC CD @BASE I ai �� L`-� -- WW ACCESS �+ OWNER'S 00 N O N 8'-0" F T CLG ' SUITE " C RPET TP 2468 8'-0" FLAT CLG CARPET " 068 71 B.F. 0 0 BEDROOM 2 " _ TALFR/SH ----- 8'-0" FLAT CLG - - CARPET I U) 12'-2" 4'-8" o D2 LO H1 Nor5068 2668 42" H 112 WALL I 16 B.F. OR RAILING PER 15 SPECS I J S6 --------------- CO 114 13 Cn6 TYP. @ 2 R/SH U N D2 STORY. SEE JJ/S6 FOR STEMWALL o o, 00 TECH I 12 11 O H 1 OPT. CENTER 10 57 T-4" 5-8" 3'-3" 9 'I T-117n.3. 11 °° $ATH 'I M 8'-0" FLAT C co 7 1 TILE 2868 TP TB I 6 3 i D2 " 2 3 4 5 SIM. w/ (1) MSTAM36 q @ BASE D2 BEDROOM 3 4-SH00 _ SIM. w/ 1 8'-0" FLAT CLG CARPET a, MSTAM36 _-_-_ __ G.T. @ BASE 11'-6" 12'-4" 1 V-2" G.T_ ------- - 00 o 0, Sim. w/(1) 1----- = I MSTAM36 O I m d r @ BASE BEDROOM 4 r3 3 I 8'-0" FLAT CLG D2 D2 G.T. CARPET SIM. w/ (1) = MSTAM36 00 0, m U a @ BASE 1 1/2 33 SH I 6 B H1 I I D2 25-SH 9 EGRE I D2 " I I L---------- 2'-10" L Z-10" -11" 9 25-SH EGREZH"I D1 (E) D2 13'-6" L Z-11" I 25-0" I I I I I 1 I I I I I I I 1 I I I I I I I I L--------------------------------------- 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 H 1 (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" DA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 �G SEE SN SHEET 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 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 20X381 182X37 S.H. 14 20X508 182X50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1H2 271/4X26 26X252 S.H. 1H3 271/4X38$ 26x373 S.H. 1 H4 27 a X 50 $ 26 x 50 S.H. 1H5 2711 X 63 26 X 62 112 S.H. 1H6 273X72 26X711/2 S.H. 22 37 a X 26 36 2 X 25 1/2 S.H. 23 37 X 38 a 36 2 X 37 3/4 S.H. 24 37X508 362X50 S.H. 25 37 a X 63 36 2 X 62 1/2 S.H. 26 37 J X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 3 52 2 X 37 S.H. 34 54 X 50 g 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 522' X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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'-0" A.F.F. 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 CONC 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) SECOND FLOOR PLAN - ELEV-A SCALE: Y4"=V-0" e•' N O � N C2 �No •� N 10 d •y E � c L i+a y co sa � A E y c.o 0 . co 1 ral 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. W W a 0 E M 0 �� Q) -�0 .. 05 rn I'- 1q a t9 M V L c J a ur o W -a a P Z m c C, 3 t �o � r o � "CU D O m LLW��6jO' Z J � Z d Z " O U W ❑ ❑ CD z N M 0 z � IN N U) VI z a (31 Q 0 o w U O U w o C N U) U w m J E = L U o C- Q s o0 0 M M J Z o Z Z a � 11 E �a �oQo Z a a p E V sLL wz z0 oa _E I� M O mo a Uo V p � Zru O C E � a z < r z W Z c mo Z, Z C m °J J ox 's `�� Z aw E3 ¢ ° op 1 Z no W C> wLL �w m �_ w �; o v < zla �o a o 3 ,o O y = co d rr m 12 N d' C0 LO T Cr M o N CL ~ O O o LO a) � CO U-) m M `-- � o z cc Z E T N c U a c a JOB NO: 23-06111 SCALE : AS NOTED SHEET NO. 1.2 — I -- - 1 _ - 1 I I 1 I I I I _ I pll + ! 'lll II' I'I'I I"I'!'I 'I I ! _ I I: � � 11111" 11 11, 1 1 1L J — L I P�11 EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU— SCORED STUCCO BANDS FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 2ND FIN. FLR. T.O.M. _ _T._O.M. na GAF /ENTRY HDR. HGT. SCORED STUCCO BANDS 0o i'V FIN. FLR. 16070 OVERHEAD DOOR FRONT ELEVATION - ELEV-A FIBERGLASS SHINGLE INSTALLED AS PER 10' RIDGE VENT MANUFACTURER SPECIFICATIONS SCORED STUCCO BANDS r1 SILL DETAIL SCALE: 3/4" = 1'-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" SCORED STUCCf BANDS f. 1'-6" I. DECO SHUTTER SCALE: 3/4" = 1'-0" --_ - -� - ---------------------------------T.O.P ------ ------------ -------------- - ---------------------------------- ------------------------------------HDR_ EXTERIOR PLASTER ON CJ CJ FRAME 25 SH ----------------- — ---------------- FLASHING ------ 1-- TEXTURED CEMENTITIOUS FINISH ON CMU CJ / WEEP 25 SH 35 SH ------------------------------------------------------------------------- — 2NDF _— — T.O.M / ENTF _ _HDR I SCORED STUCCO BANDS --� — I—------I----FIN. FI LEFT ELEVATION - ELEV-A. 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"-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 N\ 0 CV c 0 ua °-mom in N ou a3i n.s ¢ �'3 m Cis W d C Q M T L G = E CM o � U 0 ,,."r ae� G F cW W UJI 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. as W a 0 E C:) C') s COCR �4 C _N an0 00� to Q N Ov 25 ik t C J Z LLLL J LL U_ 5 d ,^ Z IS °� o y 9 � X f0 N o W S ��pm w LLZ M 0 a ;^ N OU 0 o Z WCD ❑ ❑ z N M 0 zz o Q a r M LL T (n W a U O L o U W J — _ E I U 'o C U) Y o w co M J N� p Z Z G LL E o o Z< a O E V wo z ?® oa U O U ZC)E 0 CO M 0 wo �Z �w cn <o < x m� o o� Z Z m J N d ¢ w s Q� o� �Z Z go W in � o co oLL Q� g �w t W o w <1 ;a Ir °Ia ° Cn O >M rn m m O CID L, J T : r LO Cr"Y Co T ^ U v, m CV Liz ~ 0 N o cri O LO .Q N < N r iu m Z, CM 7 iri Ln d Z Z E T E m c a U _J Q p _J JOB NO: 23-06111 SCALE : AS NOTED SHEET NO. 2.1 I —1. ' 1 1!I! II I. el! S� I. I'I I !1 n..'II 1 - ---II I 1 "T1 11 I 1 '11' I 1111111`1 Mi WWV1 W N!'^II. II I :F L I_ 1 11 1 11II' 1 1 T.O.M. T.O.M. GAR./ EN' HDR. HG" FIN. FLR. EXTERIOR PLASTER ON FRAME FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 _4' OFFRIDGE VENT 12 5�—�5 -- (2) 25 SH -------------------------------1--- 2ND FIN. FLR. -------------CJ—/WEEEP ---- TEXTURED CEMENTITIOUS FINISH ON CMU �t r 35 SH T_O.M ]__IHDR. HGT. ]__I _ — _ FIN. FLR. REAR ELEVATION — ELEV—A SCALE: 1/4" = 1'-0" 1, C1n Cnn1 A00 OUIKInI C IAIOTAI I CI'Y ALI P9Cr1 :RIOR ;TER ON AE -URED ENTITIOUS IH ON CMU RIGHT ELEVATION — ELEV—A SCALE: 1 /4" = V-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. I txtenor uovering 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"A" 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 N O N O o �r� �o c N w N m >� a N O f0 Q N ;C- C., L is y m a y O. = E � o d ca 0 i�4 S V • • s v Cj � �\, • � \N P\\\\\�� S S 10 N IIII1It1� 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. W E a M8 0 Y 6 c N n tr) co N O ik 1L Q C J LL Wo- J�Ia (� _ w m c ° a Z s�n `r' 5 � W 0 p NCO o W m tn��� Z U) N00 LL Z N O U �d Z U W W ❑❑ V M z N z � z Q !Z � N W J - M to z C� 4J " i—� cn w 10 — � O 11 0 Ln U W J L I = L N U o Y • Q o w Z E <E QE Q O N V wffi of z zp oa O - < U p ¢ Z Q) t ao <o ¢ �z WZ L C 0 U O Z m J �m ¢w < • Of Zz < o U W `� 3 O oLL ? az F ao 10 o w= << ;a v zla= ¢ ij 3 0 L 0 E > (� O m rn m 0 co ui :3 LO _ Q 0 mLO (V Ch 0 (0 N N r M ` LO o Z W E T — c c o U °I Q 0 � )OB NO: 23-06111 SCALE : AS NOTED SHEET NO. 2.2 I I 1 _1 1 I I I I I I I I 1 11-11 1111 IRS"flill"Ill..t 19 1 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 DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET 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 MD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PI3 PUSH BUTTON SWITCH (OPTIONAL) �BD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) e USB TELEPHONE/USB (OPTIONAL) ❑N TELEVISION (OPTIONAL) a 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER a ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER ELECTRICAL SPECIFICATION NOTES: 10 #14 to lights 8 outlets ELECTRICAL CONTRACTOR MUST VERIFY NEMA, 10 #12toappliances and GFl WITH THE SPECIFICATIONS FOR THE TYPE 150 AMP/ 200 FIXTURES AMP 10 #10 to WH 10 #8 to Range SHOWN ARE FOR LOCATION PURPOSES. 10 #6 to HVAC METER rnALIN 150=2/0 WP 0A/C PAD Y200=4/0 in 2" Conduit GFI DISC. 200 amp 150 amp t �� UNDERGROUND IDisconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 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 I I I� I I ,I:i 3" VTR I � I <\\ S" VTR 3" SWITCH FOR DISPOSAL PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER i I C / I law KITCHE DEDICATED RECEPTACLE FOR ICROWAVE RANGE HOOD PER SPECS / �B I ENTRYP � DB &GFI TO I GFI BE ALIGNED — — — — — — — VERTICALLYl I I I 1 DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS Ir Cr w w l- 0 LU Z J CIO LU O� COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS \ / PER SPECS SPEC 3 & 4 KITCHEN FIRST FLOOR ELECTRICAL PLAN - ELEV-A SCALE: Y4"=1'-0" I I I I I I I I I I I I I I I L----------� 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 f I ( I I I I I I I I L--------------------------------------- J SECOND FLOOR ELECTRICAL PLAN ELEV-A e+7 CV N � 0 0 L r 2✓ {�- �M 1 - m x = W G'. _N M (n O N W O C tV c •> � s c x ca 6 3 a> W W m cu c Q c E m c M O GV 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. N W Q N `r o u� O M c� N 0 ��� ,� " W M Vl lAh14� —i w a a- Cm,. 3 tQ w c o Y Z J W ll � 3 0 —a o Z L N D 0 O ♦'�' j t6 N to co< W o�rn�< m w Z U N Cl) Z F Z U M O U ❑❑❑ Z W C z N Z ID o � Q V) n Z L o 4-1 � m U 0 LLJ p Vl r_ y V) w CU U 0 N Q N 0 0 soy � O Z w M M ¢ Z 4 o zo > Q � ;? � U �' = oa H— to o 00 � O CIDO ao Z U p a .Z Z wg �w = co ro � 4� Z go W CA)o< T wM�w < _ m 0 O K �Milli Z J w M it O I Q L O 0 C O > CY) m O (0 LO LO ccN f^� o vJ Co — LO C) .� O) O LO 0*4 Q N T r 6 N w �{. M M o Z Z V r Vy� LO c m a E O c> 0 ?> a c 30B NO : 23-06111 SCALE : AS NOTED SHEET NO. 3 - - - - - - - - - - - - - - - - - - - - - - - w a O U) T 4'-0" ROOF VENT .512 SLOPE 5:12 SLOPES i z Lu W ZONE-2 9 0 ATTIC SPACE o 1170 SQ. FT. LJ 49 ti/A W a O Cn N Lri �\Q ti�A V� W CL O U) :12 f LOPE Lri _5:12 SLOPE 71 V LU O J N .��` Lri JP� 5:1�LOPE 5:12 SLOP 1 I 1 1ujI (ZONE-1 z 'ATTIC SPACE 0 1 o 1 1316 SQ. FT. C 1 I 1 I 1 I I I 1 ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must ProvideUVentilators) Upper enators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of i 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 b upper y pp needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper Floor 1170 1123 160 562 40 281 10.0 1.0 288.0 (Zone 2) 150.0 1 138.0 **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 — ELEV—A SCALE: %4'=1'-0" CV Nn o � 11 > w o C mvC'4 •< ea o y .g N L y o CCO 6 W N Y N d o Q O' J ca m y tj J 67 � C 0 O T N a C E R O !� U i O r I-Q.: ' 4T �, ^ oa 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. N F a CS 8 N O 0 Q r r-L J N V ik LL C J LL W J LLu_ LL W a Z m�c� vYi 7 N m LLWin2pjQ' = ul 04 Z N 00 < 0 W ❑ ❑ M V 7 N M O 00 z 10 o� Q d � r u- � o W �N � U � O w g V) Ly N V) =' — � N v w m L U)as U C U)m Q N • �® s o0 0 z co'� Cn M a Q C,fCL ¢ o 0 E o ?® ❑a m H a 2� Uo �¢ az o� a az Z ro < <S w w cn o 3a w0 O m o a Z -' s <� �z W m w� �w J v wa oa �O 2 , °- C O 0 Tu3 i > M 0 m LT m 0 M L LID— I. -IN � r CL CN m _ ~ o a) o o CDa) LO N a N T a� M T 6 Z LO Z 3 E T U) W L`p c m a E .. U _j v ?? Q c c JOB NO: 23-06111 SCALE : AS NOTED SHEET NO. 4 - — -I I I I I I I I i 111 1.1111 II1'_'I l -1 1 II 11 1 1 1 1 11 111111 -� 11,11 Har if -- II I - -- -- _L I I _L_I IIIIIL_ I__N _ � I #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER ' ° ' ° ' ° 9- BAR ONE FOR EA. p'> °' ° p- ' HORIZ. REBAR, TYP. U.N.O. "Alternate: - e p 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 W Z W U.) CONTROL JOINT DETAIL 13'-O" 12'-0" 1 V-8" 3'-5" 5'-2" 2'-6" x 2-6" x V-0" w/ (3) #5's E.W. TYP. @ L PORCH 83 LCPAD w I INDICATES FILLED C LL p I w/3000 PSI CONC. GTOUT FROM FTR. TO BEAM w/ (1) #5 o I IU T ■ I REBAR VERT. ABOVE:SLAB. O0 00 5'-10" 6'-10" 4" I TYPICAL @ ALL PLA ES I I I SHOWN. HOOKED FIG I I DOWELS w/ 17" EMBEDMENT 9 w/ 25" EXT. ABOVE S AB. GRADE 40 STEEL C.J. HVAC CHAE E ■ ------ — — — --- 3,_1„ BASED ON (PROVIDE 1 1/2" LOCATION I I (RECESS FOR SG M (REFER TO MASONS S3 Cl) SCOPE FOR WIDTH. I I00ZID I I I ■ I Eo: III ■ I I E0:_I I I C.J. II ■ I ss I TYP. @ TWO 'n 3'-8Y8" 4'-1" STORY I 3Yz" MIN. 3000psi CONC. SLAB FOR HERNANDO COUNTY ONLY. 3Y2' MIN 2500psi CONC. SLAB ■ I OVER 6 MIL VISOUEEN III ■ VAPOR BARRIER I ;r I _ Id v TYP rGG I S3 _ C.J. _ • .7 IF co I o � CV in I I I I I I I I I I � ■ I %■ I o I_ _j I 7,_3„ ■ PLUMBING GG I STACK C.J. _ _ S3 2'-6" x 2'-6" x T-O" ZID 13'-1" 1'-0" w/ (3) STUB UP #5's E.W. I TO 2ND — — — I FLOOR I -- ---- FOR A/C O I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I K 31 /2" C — — 0 O iv I S3 S3 ( H I w O�Q ■ ■ ■■ 9" 17 9" I �0w Oz � I wQo 11'-6" 3'-11" q „I z Z I w V0 p e_t�" PROVIDE 1/2" X 9 O z > m ■ 1/2" RECESS FOR ¢ a ME 00 � I 4" - FRONT DOOR p Q 00Cr I a q TOP OF CONCI PAVER TO U j Q O I BE 4" BELOW FIN. FLR. V J � _ M W J 0 �? _ _ I I > W Fn0 ■ I I ■ 2'-6" x 2'-6" x 1'4" 4'_4" 1'-0" w/ (3) I — #5's E.W. L v I S3 r C.J. I TYP. @ ■ I I ■ — ENTRY w a 5'-8" 0 F_ ■ V-8" O U) I YSS3 I I (2) #5 VERTS wlwhin(2) #5 VERTS w/in I HB FILLED CELL — — — —FILLED CELL — ('7 16'-0" 19'-4" V-8" 0 in Fol WW 0 co 9 (o `I. M TYP. @ SINGLE _ STORY } z cc 00 �o �z O w W � JR z V z U)O 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 SIN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION — SCALE: Y4"=1'-0" Cn N _ N o ® 61 G N M C � V N Co x N � O N O Q N Y �0y� tU °C 3 ro ZF- io a� a y >_ ICU o O - - 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. W Q p EO M 8 1-4 1 m V 0 00 N � J �Mv LL a a a @�I� o �, 13J Z 0 __• ��v 0 p ����o 5 m n /a m m -w' W LL .0 w o o N M Z U U H 0 .. < O U ❑❑❑ Z W U M � z N t4XX4� G z o ¢¢W Q Q U) r M U v o 0 w oOft U-) �V) w in U 8 l = L U o' a N 8 • o M M J Z ¢ � Z Z G E Q Q o E U �© oa F(v ro E oq .0 O 0 M ¢ ¢ ❑K 0, Z ` wS toQ ¢o m� o0 Z co m J o � = ¢ �z go 1 wLL G N w W 0 m o <a �_ o�< ° 1 0 c 0 > (Y) 0 m rn m m c9 (D LO Cr U) CN m LO ~ 0 N O .Q O) O LO 04 Q N '_ r M M o f0 � N LO z z E T c ii a o JOB NO: 23-06111 SCALE : AS NOTED SHEET NO. 5 III I 11 If 1111 1' - 1 r'I. I11111 1 I � 11- TYP. @ 1 CORNERS D2 0 00 r M M. IV v 'IT-10" 2 D2 FT3GE 12'-0" 0 @ 24" A O.C. MIN. 0 CE LL CE J S6 CE TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G FT6 TYP, 1 L 1 L1 0 cNo LO H LL BRG. WAL 0 0 D r FT8G FT11 LL LL FT13GE ri TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT a A (2) FT19r,F,1 22 (2) FT9 D1 CJ3B CJ113 Ljob_A _ 9i:: Di D1 FG3 D1 80 A TYP. U.N.O. m m U U M m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" 6417 C ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft 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 t @ GABLE -38.22 -38.22 -60.99 -60.99 60.99 78.58—-----�— 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 ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I \ 1 0r/ I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I I I I I ROOF SHEATHING: l O l I 1Q I SHINGLE: %s" EXP. 1 (�^/s) or 15/' EXP. 1 (3�6) 1 1 I r I I TILE: 1%2' EXP. 1 (32/s) I I I I NOTE: I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %$' x 0.113") NAILS 13r 3r �+ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 75/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x. 120") NAILS a=4ft 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. 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 mr�� WALL 2x4 SPF STUDS — @ 16" O.C. WALL SET BACK 2" PER DETAIL C/S3 SEE C/S3 FOR ADD'L INFO. SEE PLAN FOR DIM. SEE FND. PLAN , FOR FOOTING SPECS. INTERIOR SHEARWALL aQ TRUSSES STEP-DOWN, WALL TO TRUSS � SCALE: 1/2" = 1'-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 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) 10dxl-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) 518" 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/ ( 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 1 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 1 555 12-10d x 1 1/2" HHCP2 680 570 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, (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 0 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 (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 R 2 PLY CARRIER-1 (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A, M c%-11 C c Ltd CD w ® C� j CLC- CS �m>c c LL- cL _7 y f0 C N � N L N O ti 3 = as W a� c- c � o � 3 � 3 � a� as in c� a� c c, c E �o 0 Ci �a 0 I Cb w Uj p., 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. N W a d E O 8 O o ai M V zs2S I.i J LL u_ 5 W W rL Z co m 'T _ 2. N 0 fn c�mW Z LLW0Zn `�, NZ ¢ G ZN O U L) U W ❑❑ 0 R z N $ z � z <!C� N z W L y 1 ' W O w $ � N R5 v w m "... ~ J E U L O 9 = 're 0 r. N � I� o w clM cl�G J vO Z L.L zE .< .oLLz® a_ E U w= oa � n7 2� Uo o ro o oa Ott Z co rp t $� pg w� X n7 C� C O x 0 OF Z J U a ° g z O Ww >� > O ¢ � F J � o NLL JW wa .0 .o cl-> 5 a 0 > M rn m m 0 to LO r LO Q rr ^rco N C) 0) L O Q to N 44' L0 m m CV) T U') o Z Z :3 E T N c a U —1 Q O JOB NO: 23-06111 SCALE : AS NOTED SHEET NO. 6.1 I 1 I I I , - - — 11 1' _ I _ 1_ 1 L i I. I I_ I,I I — ---- - - - -. I _- I ---- I (2) TYP. C( c I 25' -011 5 1.81 1 I/ 191- 11 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) () VALUE DENOTES SUCTION (4:12j-[12:12] a=oft AREA ROOF 1 2e 2n 2r 1 3 1 3e I 3r HIP -35.94 1 -49.57 -49.57 -49.57 10 GABLE -38.22 1 -38.22 -60.99 -60.99 -60,99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): VLA ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELDZONE 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 I I ROOF SHEATHING: I (D I I O SHINGLE: Y16" EXP. 1 0116) or IV32" EXP. 1 (33/16) I I I I I I I TILE: 76/32' EXP. 1 Ntl(3) I r I I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS ° I I I is MO. 3r I 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t6Y32", SHEATHING SHALL BE FASTENED I WITH ASTM F1667 RSRS-03 10d (2Yz" 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. 0 CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS 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 1 112" 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 H 10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 1 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 wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ SI (14) 1/4" x 2 114" 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 1 24-10d x 1 1/2" SP1 555 1 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12-10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 680 570 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 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 (6) 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 (8) 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 / 2 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 WRIER R 2 PLY CARRIER x CONT LEDGER U SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV—A SCALE: %4'=1'-0" en C= !V trt8 0 � O 0 � c -o x V) C �- d. 0_ co 0 3 °r w w Q� w y c w o w c r M w N wZ -r r E Al +C1W -4- Uj ._ N lls,(t 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. N W a v E 0 o 0. M t1 N 0 C ai Q N C', v u7 MLLu_ LL W > a 13 'O d Z — Y m c v �q �y 1i o 7 @ N r0 0 O0 m w -L0 Z LLW Z � NZ a Z N OU 0 U) W ID ID V M � z_ co z Q � n U) N fh nLn1 Z LLJ � 0 U O V) w o r_ y �L/) r'n U c w � — — E t 8 i ,1 C� o c U, Q • �Q OI 4�N o w M M J Z < o SS Z Z a zc,f O > ry ¢o E �� oa H ry �o - o �o U o cto �¢o� 0z Z Mao � c m a & Z M m -j mo m z <w 3 a ° 0< Z z go W U5 LL <o aw C,mt o Jw o v <a ol< ;o ° 3 N O 1.✓<— >M M 0 LO T L Q Cr U) 0 N 0 a) O 0)o Ln N Q � N CD LO ci 7 MCI, M 6i LID o Z M Z E TM N c U 16 d Q JOB NO: 23-06111 SCALE : AS NOTED SHEET N0. 6.2 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 U360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed U180. 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 verttcal (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 - r -•_ ; A k•_ ; FORM dt GROUT SOLID ll' 8F8-16/1T 8F8-0B/1T 8RF6-0B/1T ;'�, p W 8RF14-1B/1T8RF14-0B/1T 81716-OB/11T 8F16-1B/11T 80 #5 BAR CONT. 81=20-013/1 T ® "V" LINTEL DETAIL l9 r CM SCALE=N.T.S. I I TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J 6 F 16- B/ 1 T U a 00 tNOMINAL, QUANTITYOF N WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #5 REBAR ALTERNATE POWERS MIN. (1) REQ'D CLEAR STEEL LINTEL ° = C7 a G M.U. #5 REBAR AT TOP w °� MIN. (1) REQ'D- 2 ° a ° z ° ° GROUT � , _ h ° Q (r 5 REBAR AT = co w BOTTOM OF t- U)- W O0 U "W-BOTTOM LINTEL CAVITY 0 V >< ud REINFORCING PROVIDED IN 0 ¢ Cj Q LL O 0:z Z- p w n _ 7-5/8"ACTUAL 8" NOMINAL WIDTH LINTEL O 0 (VARIES) cn a Cr a `✓ 1-1/2" CLEAR MATERIALS 16 GAUGE POWERS cTf precas intels = 3500 psi. STEEL BOXED LINTEL 2. f c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 1. Refer to manufacturer's specifications for installation. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel too prevent rusting. 7. 270 low relaxation. Refer to manufacturers specifications. 7132 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. S. 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. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos 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 ----STRUCTURAL SHEATHING ATTACHED PER NAILING 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SCHEDULE 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.oL SEE PLAN II T/VVALL 2x8 #2 SYP P.T. BASE PLATE W/ y" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ g" KNOCKOUT COURSE 32" O.C. & 6" FROM EACH END = I f W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING = E O 1 WALL SPLICE DETAIL 8'-0" LL REVISED: 11/04/19 SCALE: 1" = 1'-0" O 4'-6" LL O 4'-6" LL B MIN. 5'-8" LL O O 13'-0" LL 5'-10" LL E MIN. 17'-4" LL LINTEL PLAN - ELEV-A SCALE: Y4"=1'-O" e+n N N 0 c O o J o' c � u a c ca c, •- c " 0- N y C7 Q N Y o� d E G y o Q cr_ ti > c c N fG A 7 N Q- c E CcC> d. J =at!t+a Ch CV ' 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. W a E co 0 coo, c o c0 C N_ �� # r Q # LL LL J LL U_ LL n Z m c v 77g 5 _ 0 W N O o 0�rn°' m Z LLW Co 0 LO N Z co Q J Z N OU 0 W ❑ ❑ (D CD z N M o g z N z o � � N z CD o cl 1 ' LL y T n W N � m U C) O o0 ^ tI!^! w C N v' � to to ~ U ai � - E _ � 8 I = w U 'o U) d 0 ts, .4 ~ 0 Z is _l o Z Z LL E z > ry CI_z® p E U E oa Im n7 E �-' U O � � p¢ ao o� Qz Z � O <o �m°� p U mo Z Z r �o U W `� ° �w m � 0 oLL J 3. < O a3 2 O 0 = >M O c� co Lr) r Cr c T � Y (n o N m _ LO co CD 04 0) CD LO N Q d LO r LO E 4 M v; to o Z Z E c d E U Q p 3 JOB NO: 23-06111 SCALE : AS NOTED SHEET NO. 7 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. T M EX POSED EDGE OF GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXP 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. 7.3 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 SIDE(S) 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 Y2INCHES (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 61TMS 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 P APPLIED L F 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: 3.3. 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 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-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-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. 2" /a""2 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-1-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 3 1/2" 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 WI (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 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 TYPE: 5B STEM WALLS. + 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 7116" STRUCTURAL 1, U.N.O. 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 OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 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 4.4.7. DESIGN, FABRICATE AND 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" 11/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" 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 FORWITH TO:STM 87siWITH G90 NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL CO GALVANIZED COATS IONRIES A525 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. OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED 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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 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: 4.6.1. 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) 4.7. STEEL: Fv = 285 PSI 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 3/16", 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 4.8. 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/sprinkler 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 - Concrete oyerpour and mortar along the foundation perimeter must be removed be ore exterior soI 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. Ch N C= CV - o LC3 a C* �. o C faJ O v, so O N N CoN O � Q N E c d � a c� m c o .2 �E �o u `o A 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E O Q Cc, ci N 00 N r 0 " m f/1 t'n�0 W �v # w N J Q C J �- W JLLii , a -�_, o 13 w Z L l9 p _ w _ W > @ N (O 2 tn�O? W w Z 00 MZ a G ILW 0 N O U W ❑ ❑ z N M z 3$ z o � -N J E3 N z � o v w 4--1 <n Q F i0 M U 0 o w �N U c E S $ y U o ° Q t� o w J r Z Z a E <� w� oa t- ro CL o E o 20 as U U0 (J 0Q z wo aZ �w � � _ i ra C ¢ z 3 a m 2 o 0 z m v J .2m sw ¢ a o¢ Z z a0 W c� ww az �w �hv ilQ o 3 0 Q 'M O ui rn m i co LO Lo Q Cr Y cu r (1)a N m LO 4-J = N N N Q 1 r E w Ch r 7 LO O Z fV Z tl1 E T- w m c c a.0 _ Q p JOB NO: 23-06111 SCALE : AS NOTED SHEET NO. S N I 11 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 16GAx1-1\2" LONG (3/4"-1"CROWN) ItMAX1,4 I I� 16GAxl-1/2" LONG (3/4%1" STAPLES @ 6" O.C. VERT BETWEEN 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" a - 0 STUB -OUT FOR O 1'-O" o a icy GAS METER qW U O N = • 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'-3" (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. 154" (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 Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 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 i— BOND BEAM SIMPSON MGT w/(22)10d w (� NAILS TYP. GIRDER TRUSS a STD. 900 U CONT. #5 BAR CONT.5 > I HOOK BAR 2X TOP PLATE #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 COLUMN AND % �� SHEATHING PER PLAN CONNECTION / TJI TO BE CUT TO ALLOW �\ FOR BLOCKINGII-JI 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. i 1/8" min. ) Small gap 2" min. i 2" max. 4" max. Web Stiffener Fastener Schedule Joist Bearing Location & 9-1/2" 2-8dd2-8d BCI 5000s _ Series Depth End Intermediate 11-7/8" 2-8d� 3-8d Clinch nails / / - 14" 2-8d 5-8d - -- ---- _ when 9-1/2" _ 2-8d 2-__ - - BCI 6000s®i _1 1-7/8" 2-8d 3-8d possible `• ® 11 2-8d .BCI 6500s 16" 2-8d 6 8d 1) Support back ck of web during nailing to prevent damage to 11-7/8" 8d 3-8d web -flange connection. �'r O BCI 60sR 6" 12 2-8a 5-8d _ 2 Block solid between joists for full length of span. g p Tight fit - g 6-8d gap p g p g 2x4/PI ood/OSBwebstiffener 4" 2x 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or max. - 16' 6-16d i 6-16d OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Uidsm ut cuts.l /I d N.T.S. 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 consideration. Check wall or beam below.* local building de f r a ro ri to Boise Joist Blocking Use 3" (10d) nails at 6" o.c. C Looaad�bearing walls co o pp p a �i details in One 10d box -� - areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) n ern oor co umn w oa s higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* 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 Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — CD IlAt CID rk 6„ A 1Yz" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" 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 1Yz" F( rid Hate g"%e n 2 3 4 5 16 7 8 : &87 tt} 11 12 13 Plectanm1w Fite Side ft 2 3 6 6 8 10 - Any 16" joist Span (ft) 8 V-0" V-1" 1' 2" V-2" V-3" V-3" 1'-T' V-11" 2'-4" 2'-9" 3-2" 3T' 12 T-0" V-1" T-2" V-2" V-3" V-9" 2'-4" 2-11" 3-7' 4'-2" 4'_9" 6-4" 16 V-0" V-1" 1' 2" V-2" T-T' 2-5" 3-2" 3-10" 4-9" 5'-7" 6-4" T 2" 20 1'-0" 1'-1" 1' 2" 1'-2" 2-0'" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 1 1'-0 1'-1" 1'-2 1'-3" 2-5" 3-7' 1 4'-9 6-10" 1 7 2 8'-4" 9-6" 1 10'-9 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. 1Yi' 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 1y" 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. N.T.S. 5/8" 0 THRU BOLT I.0 SIMPSC w/ (22) NAILS ? 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 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 10 1 Backer block (12" wide min.) \ �-10d nails.Nail with 10 I I II I I —I Install tight to top flange.SLEEVE THRU STEM .•. . :•../ SEE PLAN FOJoist hanger aFOUNDATION INFO_ a STEM FOUNDATION \ it Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. + 1/4"-2" gap f - l - Backer Block I "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 �I requirements f% jr 0.6 X Joist " depth z- I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN E--4 n 1-1 I I-1I1=1 ° llillll ICI—' ° — A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION 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 l HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION a a 1-1I1-III-II\IN IIIII• PLUMBING LINE PVC OR SCH40 SLEEVE op I-111-Ill , = d v° i 11 • IIIIIIIIII'III , SEE FND. PLN. SIZE & REINF. -12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"—\ CENTERED @PIPE PENETRATION O ° A PVC OR SCH40 SLEEVE r— PLUMBING LINE d L ° z •a • io SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE TYP. FND. PENETRATIONS SCALE: N.T.S. _ _ a aw as III11-1 I ElI I I- 1=1 I I— a i a SEE FND. PLN. SIZE & REINF. e� C= CV 160 .s o d , 9 W O � O N -�mX =LLa. N O � Vi 9 N t N O > E s c d C, w a � 3 � 3 •- V7 Q .C7 E a � v 0 ,p i e r• ' -r /!lfj,•ftt !: ! 6i 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 V Ep a M8 O N N N V M O 0 0) N C14 c Q a a a Y J u_ U. z Zc� 0 Y m o doe 0 5 0 �' 7 N (V 0 m J Q _� Win�pjQ' < r z _' N M Z LL_ W U 0 0 f=- 0� Z ❑❑❑ W URI z N _ a o � N (D � QE3 �r V I U) z aC3 0 4-1 cn (u w a U 0 w o N_0* N N .) =, U W J w ro v o c M • �® Q N 0 seo o C w _ J o z z U_ Ep z o >m aN CL N U wo sF z® H 70 < wa �o O L a i 0 L d z Z 0 L w p z w J mo z_J ¢ z o Q g o W cn w " z m ow = 3 F v ola ° 3 C o CD. >M O N d. T ^ 'T L , Cr >, T Q' = co IL.n ~ 0 N o O Lin 0 Q CD N T 6 T Y c'M M o Z f6 N to Z E r c at�0 cc� Q JOB NO: 23-06111 SCALE : AS NOTED SHEET NO. SN 1 I 1 L 1 - - R v+ 3 otf 0 N C) 0 0 Q J 7 0 I N i cV O O 0 -a- Q ¢ N N a 0 E 0 CL J E 0 v 0 J LZ 04 0 t2 Lo 0 0 a M 0 1.0 ;J v 0 0 w 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INS 5/8" OR 1/2" HIGHS 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 V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" 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 31/4" TAPCONS @ 24" O/C & . HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 �' METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO r�; _ A _ BE IN ACCORDANCE w/ ASTM -III I III —I m D IIJ=1 I �I 1CD D7158-CLASS G or H, or ASTM-�I I �� I �I I I-1 I I-1' D3161-CLASS F, IN II r ACCORDANCE w/ TABLE I I —III —I 1 I-1 IP R905.2.6.1, FLORIDA BUILDINGCODE 7TH EDITION (2020)-1I �C1 RESIDENTIAL 'gam ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 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 FURRING @ 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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4MA WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE .s E: v =III—Tf— r L i W Z M 00 6MIL VAPOR BARRIER C . 4 1 I T N c :f COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR I T ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS rO.H.D. RECESS z / CO 4" 00 � a. LLL SEE A/S3 OR J/S6 �I I I I I FI I I 1 1 11 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-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. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY ' NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES Cl) I GARA( I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" J 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �r �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 112"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR 5/" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND cr c%+ n n (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �31/2"MIN. _ �31/2"MIN. ° ° j'jl-lj(r31/2"(min.)-4" p b ° 9 _ 00 _T'j'7Ij�7��jT 'IT, 1/2"(min.)-4„ '11T 111 I11- ji- P • 31 /2"(min.)- 4" 31 /2"(min.) - It 4r" y- - I— (2) #5 CONT. 4„ r j,4 TTT 8„ (2) #5 CONT. 4' =�i7T 'TT 'T81, U.N.O. MIN. U.N.O. MIN. I TYPICAL BEARING WALL (cil STEP (cil SHEARWALL / C \ � TYPICAL YII.HL 6tHY(IIVU WALL (NN STEP tY P "SHEAR WALL" SCALE: 3/4"=V-0" \\cos ens M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,co���N INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8— x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 04 SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE °DFINISH M D25" z GRADE O0 #3 & #4 LAP SPLICE FGRADE40 MIN. Fy= 40ksi RADE 60 MIN. Fy- 60ksi] MIN. LAP [30" MIN. LAP] Z PI, O06 MIL VAPOR BARRIE_ I D ° I = (= I = °° z #5 REINFORCING BAR R 1 7/8 —� z D N I I�TTii T #5 LAP SPLICE g • e _ T COMP. SOIL. (COMPACTED TO — D 95% MODIFIED PROCTOR ASTM—��— D1557) — 4„ 1'4" FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING 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"—, ° ° ° v GRADE 00 ° (1) #51R BAR w/ OPT. I=I I �I I I= I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE T SCALE: 3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS N , e �. Y . M II�II I� T- I �I I I I .�. +• . � . ��1 SEE A/S3 OR J/S6--- -'! I I I I I� r11! I i FOR REINF. INFO. 3" MIN, CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0� >R J CONT. BEAD SEALAI� INTERIOR -3 1/2" v A' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m e E Ev M 6 MIL VAPOR T BARRIER 10" #6 REINFORCING BAR #5 STD. 90 HOOK SCALE:3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE w D U e Cn 'LU D ° U) uj 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-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 —I = O TTi— TI=� r (2) #5 CONT. =11�11 I„=1 I I ICI I I r ON 3" CHAIRS (TYP.) 8" V-4„ 8„ #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1/2" RECESS FOR WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR �" • TOP OF BEAM & LAYOUT DESIGN d SEE ROOF PLAN — — ° ° ° ci (2) HTS20 FOR STRUCTURAL -T'- — I BEAM SIZE & N a _ CONNECTION INFO 2x4 P.T. PLATE g 7/16" O.S.B. COLUMN LOCATION k I I • • �� 2x4 #2 SYP P.T. FRAMING w/ TI I — -� 1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 Ir �` 8" z g ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL `= > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M U) SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N. G SU N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS 00 z GRADE € > _j FILLED SOLID (SEE PLAN FOR °_ 6 x 6 W1.4 x W1.4 ice, w SIZE AND REINFORCEMENT) a � • T WWF OR FIBERMESH BRICK PAVERS or SLAB PER z a w o v U_ o `n = • • • • _ z a 0'-0" FIN. FLR.� COMMUNITY SPECS " " Cr FOOTING 4� INTERIOR WALL SLAB STEP NON-BRG. KK SCALE:3/4"=V-0" S3 SCALE: N.T.S. S3 O N to / O v > w _ o m x C - N A O C in � tV L N o d 2 fV 3 aas cc 3 3 is d It -C. o � E a w M 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. N W Q v E V 0 o N o N 6 m N 'o Ni (` r\ - J N O z # u Q C co cy ry J C J Sz U_W j u W a W Z W 0 W ' �� A2°'°' mo Z MN Lo N Z Q ZO U W ❑ ❑ N f7 o g z iz- � � 0 S QU) E3 N V) z 0 - 4--' (a w 00, N �N w g C N y N � t1J J .. _ oo m - U 0 as N Y �0 o co w Cl>0! J z z W cd E zn o >o z ; 8 z F— M o =0 CL E �a�Q Z�� Ui o 3Q m 0 op CA)W T � M a 0 N r � �LL x 3 o Jw ¢a >r mi c, v ola a 3 �O 0 = co Om (Q Ln T L Cr M _ o N L0 0 N 0) Ln Q � N T LO Z 191- M `— LO o Z cc Z T E N m c m EL U _j Q o JOB NO : 23-06111 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 -o _ W C) 0 i a 0 CV N a J 0 I N M N O in i 12 v O 0 .c a N 0 a E 0 _ i c 0 •U J c rn 0 45 0 0 r� 0 u7 L 0 d 0 LO M m GO (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 DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ 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 PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL WALL CLEAN -OUT q (2) 2x HEADER PER PLAN SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. 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 I Ell FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD \� — DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED Fill COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKI� ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - VARIES 2x BOTTOM PLATE W/(1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE 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 WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WE I IN4KO BLOCK AT EASTUD EMBEDMENT MAN MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g MAIN S ROOFTP UPLIFT CONNECTOR (SEE SCHEDULE) S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 DOUBLE 2x4 SPF. #2 FOR CONCRETE PLACEMENT 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 U W/ (3) Od NAI S ST .' 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 k R SIMPSON SP1 w/ (10)10d 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 4 a , d a aQ a g° STD. WHOOK g„ 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 NOTES: lO 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) 4 OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1l2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION 2x6 MOUNTING BASE J J Q ' > \_ 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.) GARAGE ENTRY FORM DETAIL �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. a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B 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. ram/ SFF �N�L 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (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 6-3/4", 41-3/4", 71 ", AND 96-3/$"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 50% 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 48-.SPLICE STAGGERED J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS 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 JACKS STUDS JACKS STUDS SIZE 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) (2) (4) (2) 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"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . 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. 00 ' SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL • /N V ' C; O/ 10d @ 8" O/C STIr. ATTACH ALL - EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —, TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS /' RECESS / LINTEL SIMPSON SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 / RUSS BOTTOM CHORD OR 2x4 rBLOCKINGW/ 2-16d TOE NAILS EACH END LU �t Z n 2x TOP PLATE V2-16d 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 / SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. Z&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. t & NUT SIMPSON SP4 �2X TOP PLATE OVERLAPPING ROOF TRUSS ABOVE /- 2X BLOCKING INTO (2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING FRAMING STAGGERED io 2X8 WALL ABOVE SIMPSON ENTRY SP1 • K.O. BLOCK W/(1) j SIMPSON SIMPSON- MAX @ 24" O.C. #5 CONT. & / SP4 SP4 MAX FILLED 7. 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. MASONRY WALL 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o 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 D 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 REV. 06.24.22 SCALE: N.T.S. a•'a +N tt� 0 0 d -_-� V do G C V N m x N .a CV t tN O Q '•'. CV Y 3 •= c' ac 3 cc L d � o >-1 y GG E d J :a cli --` 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. rn W a 0 E 8 00 O0 m N arD vi VJ r� .F J Q N O ik LL, V , M C J LL Lu JLLLL a- -��' o Z m o W-,1� r ' CO ON - w 2 IL NJ Izz Z NZ U L) W ❑ ❑ V M � o z N � o � v1 - N z Q) o U_ +� � c_ %U O N �N41.1 w o C N ~ Juft U d c L LJ J _ e 8 Sm L U o N ° ¢ N 0 S I� o w M J p � Z Z f � EuWs<o �o o o� �cu o E o p< aZ oz a �Z Z �J OC OU LL �w Z _ �z � c Zo a Wco �� °� wLL- ap nw co az 3 J� o 13: Cl< 0 Q 2 > cn O rn M 2 0 tQ Ln r Q co (� o N m _ Ln ~ 4-0 0 a� o 04 -0 0)O Ln N Q CD LO ,— LO coo Em �1 i i I *) Z Z E T W m c m a E 0 _j � -2 Q o 0) JOB NO : 23-06111 SCALE : AS NOTED SHEET NO. S4 - A — A - l (71 x W 0 Q 0 CV v 39 0 J G 0 I N cV 0 Ln i LO v C, 3 H a 0 a E ry E 0 _ J a: c 0 v U J N LZ N O CV tC 0 Cl- 0 CN LO ai 0 d 0 w s m v C/) SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 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 TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 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/S5 MAX 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 I NG SCH D E FOR SHEA 1 45°± 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT � _ „ @ 8,0 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (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 d TOE NAILS @ EA. .• BLOCKING 7/16" OSB SHEATHING E2ND GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD 7HE AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP, BOTTOM OS T OSB SHEATHING ATTACHED 10dX3" @ 3" O/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" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NA LI E UL TH NG DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" EACH JOINT w/ (3)10d & (2) 10d TOE NAILS @ / FROM RIDGE FASTENED AT EA. END / EACH JOINT w/ (3) 10d & (2)10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" 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 & AND 12" O.C. FIELD BOTTOM ATTACHED \ (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES @ 1/2" 8" "J" BOLT 48" 0 C 2x4'T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. x °� WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6 4' INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3' @ 4 O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1l4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 2 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #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 N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP f M M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION tOF SCHEDULE FOR 1112 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 60 00 1/ 2"x4" CROSS BRACE---- APPROX.(2) 16d NAILS 2x4 RAT RUN BRACING " RIDGE FASTENEED AT AT 24" O.C. ON TOP OF EACH JOINT w! (3)41 BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d 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 OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41l2") OR EQUAL FIRST (4) ROWS OF 0/C w/ (2) 16d (D = 0.207", L = 4 1/2") OR EQUAL 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 MASONRY WALL 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 ON (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 -2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. SrJ REV. 06.08.22 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. ED ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR �CONNECTION OF THE LAST LAMINATI 2x4 7' ON TOP OF PANEL I I I EXT. WALL CONN. @ NG W 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BOdx3K@ 4" 0/CTEN WITH L �2� 12dOTOENAILS / 1_ NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF r � D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION r _ SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x ;ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" ISH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: 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 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"0/C %nrnnM'r•nr rOOrO 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ BRACING w/ (3)10d x 3" AT I = EACH CONN. @ 24" O/C MOISTURE BARRIER DND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATION(UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.0.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #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 SCREWS TO TRUSS & (4) 1/4"xX SDS SCREWS TO PLATES (TYP.) `—CONT. BEARING " GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. /,ZA Uj a J 9 C� Y CORNER JACK Q Cr W z IY O U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 n 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 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS IN TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /`_7 AS PER HIB91 SCALE: N.T.S. S5 20 -0" MAX r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 10 II 1 I■I C NOTE: ZTOP 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 ZBOTTOM 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 W/ DROP CEILING BRACING DETAIL 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 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 e••s N C N � o — L > ua CC_ o o C CU V Q -_ -a m >< �L-a M O N -,, CV = o J � d CU y- Q G.1 rx � ti 3 ccdd� � Zia � O •� T E A o w 1 .: E�OS,CtiE' 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 Engineers signature and seal. t» W a 0 E 8 0 0 02 N r V) �w W M-22' �a- WLLM# LL JLLa. 0 0 'a ui rL r Mo t�. NNCD m z ILW t��6jO' w M z° < Z N O U U 0 W ❑❑ 0 V M !P z N h o Z N z o U) Q E3 cn (DIM +-1 O -a) Cn w r U u, c/1 amok _ 8 a as C U, d Q 0 O i-4 N � o z J 5 Q � C E �o z < C1 0 V oLL w z0 ❑ a CEO w¢ 'O U O E �_ � OK =z Z l__ ru w0 �w N c C:ox 2 i 0 w 0 m op z z <� < 0 �z Q U W cn 3 CD � wLL a �z �w , o0� LL 3 _ J= 01 M v O- is u3 0 c 0 2 E > M Om N m 0 CID LO T T— LO o N m — LO ~ O o C:).0 C:)L N Q N r CD LO E .> co i \ LO o z m z E T— o, N 2ca m E U c a Q p JOB NO: 23-06111 SCALE : AS NOTED SHEET NO. S5 I 1 _ ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATIO BAFFLE T�T�T�T�- 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 :51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEj0- SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ERPLAN I 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 FOR UNDERLAYMENTLIJ STD. 90 HOOK (SEE DETAIL) 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 7TH 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 WI 8d @ 4" O.C., 2 ROWS 1x2 NAILER � w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. � w 3RD LAYER 1/8"THICK. �w = INSULATION PER CHART ON FLOOR PLAN B R ��S6 ETAL SEAT OR FELT PAPER FOR MOISTURE ° BARRIER 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE i B SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. 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 WALL_ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— 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 FRAME CONNECTION SCALE: N.T.S. @ WOOD 1 ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 'IT" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2x STUDS @ 1— " 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS" 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 WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL FLOOR TRUSSro SCALE: 1 1/2"=l'-O" S6 g (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF w NOT FULL HEIGHT SHEET /C rn z M G FLOOR SYST 15/32" OSB EXPOSURE F F SHEATHING w x SOLID 2xFF m C BLOCKING @ ALL o C SHEATHING O OPENING SECTION X-X d U C x �w x E H 2x STUDS 2 BEYOND. n SEE PLAN o V) �2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3181, "S" =NAIL 3/8" SPACING S 3/4" S 1/2" 1/2" ca 1/2" 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 wl (2) 12d TOENAILS EA, END, NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING yFgTICAI BLnCxIN(; SECTION X-X S�c� 40�p 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.) 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 Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". U m ? ® 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 LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. O w QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. c=n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL J w LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER r ¢ O �n w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q �rOOrn V O m LL K U) G O (2) 8d NAILS 3" O.C. TO EACH TRUSS END OR @ VERTICAL w O O~ MEMBER IF GABLE END c ti LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 1 S4 BOX HEADER ONLY 0 NiFR�oR NQ SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL • 8d NAILS FOR WALL SHEATHING MUST BE MIN, 131"X 2 112' DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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 (2) 2x HEADER SEE PLAN .• INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 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)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / M S6 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 (3) (3) 1 (2) (3) (2) LSTA30 FOUNDATION PLAN & NOTES) Cl) PLYWOOD SHEATHING NAILED PER NAILING ILL EACH INSPECTION PORT AT NOTE: SEE TYPICAL WALL SEE SHEATHING 2x BLOCKING HORIZONTAL -SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o: a EACH FILL CELL TYPICAL SECTION C/S3 FOR UU Cn ADDITIONAL INFORMATION SPECS ON FLOOR @ INTERVALS NOT 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE "I 2X STUDS @ 16" 0/C BASEBOARD TO CUT BLOCK OR POUR SECTION J(S6 1/2" GYP. W.B. MIN. @ EXCEEDING 10-0 (R302.11) c� 5/8"DIA. x 10" "J" BOLT W/ 8" MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING GARAGE SIDE IF APPLICABLE 7!8" STUCCO FINISH PER ASTM C. 926 ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY EMBEDMENT @ AS O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS .a MUNICIPALITY 4"to 6" BELOW GRADE 4" O/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.11) EMBEDMENT 24" O.C. W/ SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8" THICK. @ @ TENSION 2600#.) c d ° ... °' SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 W/ (10)1Od NAILS NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD iv • • d a FINISH GRADE o0 2500 PSI CONCRETE MIN. _ _ _ FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS 16" O.C. TYPICAL TENSION 2600#.) A P.T. PLATE _ FLOOR TRUSS @ SLAB W/ 6x6 W1.4xW1.4 _ 00 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. ——_—_11' SEE FRAMING WEEP SCREED c 4 sx6 wl.axwl.a —I I Ii—�T—ITJ�— I n ° : ° °_�T—I I I- - PLAN d • ..\ - -j WWF OR FIBERMESH 11) —�1 I ��I I I00 � T A INSTALLED PER MANUF. • . _A �T • ° ° T ° a N e — — e ° d ° SIMPSON HETA20 w/ (8)10dxl 1/2" d . '" -Cl)• FINISH GRADE III —I I I —I I I = l 2"x4"CROSS BRACE @ 48" — — < . -III—III—III—I I °.. T— _ 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS _ a d t -� I —I II �,I STD. 90'HOOK BLOCKING & MIN. 4"EMBEDMENT *00 •. ' ° — — T _III=I I =I I I I • ♦ a III— �� (3) # 5 REBAR ON 3"CHAIR I -I 11— (SEE DETAIL) END WALL W/ (2)1 Odx3 @ EA. I -- :. d — I I III —I I=III : •..III=III— I o z T W/3" MIN. CLEARANCE 4" 1'-8" END INTO 2 x4 BLOCKING IN KO BLOCK I — -III—I I I I III= I r M r (3) #5 CONT. ON 3" I I=III d •'_ ° r TYP 2-STORY WALL SECTION SEE DETAIL 2/D2 FOR rr� 8— r 8„ CHAIR W/3" MIN. J 8„ I I I _ — MORE INFORMATION CLEARANCE I I I (3) # 5 REBAR ON 3" CHAIR 4 III.18I II „ REV. 03.16.21 SCALE: 3/4 -1 -0 S6 W/3" MIN. CLEARANCE 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTIONrs ALTERNATE FOOTING ry PARALLEL TO MASONRY WALL SCALE. 3/4 -1 0 S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE. 3/4 -1-0 S6 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. S6 FOR ADDITIONAL INFORMATION. 4W2 N O N c tl'* o O �u J . r-4 o lV N 1 — m x c u- O. y CO O a- cn $ CV t N O 3 °.' CU CD a t c m u a - m 3 3 1° io a> d w u a> d c p N Q O c E o fil . �•r119. 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 IT ES 0 co b N o� FA a ,p # 0)G N N LL M 5Lo- rqLL wa ' tli Q N�8� �riv w a L a S' J LL t z Q�i r m o O 0 'c6 N m Q 7 C_O J J0Z W z LLa 00 z O N Cl) F o d z ❑❑❑ W Z N M o N Q ti i/i Z a Cz _ w U O0- g wa ul c U W J F-- — EE ml„_. U O y Q - N S� OCID w M —1 w z U_ E E 4 a m V a� <R ❑a H d� �o o <a 0� z ro L w, p wZ W ro C <o �5a o2Z mo p¢ Z�c m v "g ''<w � oa Qo W U:) 3 T wLL aw � m a� 3 � Jw o zIa 3 0 c O >M O V ai m L c0 LO LO Q M r U)0 N m — LO ~ 0 N o C)0) CD LO N Q N ,-- ui M <'�% o m 7 \ rA LO Z Z E T c M d U _j Q 0 JOB NO: 23-06111 SCALE : AS NOTED SHEET NO. S6 (MONO) 01 v x w 0 N N L cnOr 0 ¢ J co 0 I M i N u•i 0 L0 0 Q- 0 rn 3 r N N G a E 0 2 0 C J 0 c 0 J ti M 0 CV Ln- 0 as O Lo 0 0 W m v a� v N SCALE: il. = 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. V V/1L L 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 -1" AND 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 3YP CUT TO FIT / .•' i kRS IN WALL ! % 2x12 SYP lo BEARS IN WALL B x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C 2x6 SYP ROVIDE MOISTURE PROTECTION E2AAACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TOCONC. W/J" XAND T NOT HE FOOR WRIH GLUE FOR STRAP TAPCONS @ MAX. 32" O.C. (SIMPSON MTS12 w/ d x 1 1/2" ALL AT STRINGER CONTACT POINTS \ NAILS)OF STAIR TO CONC. WES GLUED AND J' XNAILED TO STRINGER / / 2 �" TAPCONS @ MAX. 32" O.C. / fI EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER V.i / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G.1y TOP OF STRINGER STRINGERS G---L� E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D11 SCALE: 1" = 1'4' FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING I21 AT- 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" INGER A GLUED ) NAILED SECTION D-D 2x4 SPF NOSING GLUED AND SCALE: 1" = V-0" NAILED MATCH NOSING ON OTHER TREADS 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H 2x4 SYP BLOCKING AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED FOR STRAP BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO (SIMPSON MTS12 w/ NAILED TO STRINGER FRAMING 1Od x 1 1/2" 2x4 DRAFT Zx12 NAILS)S) o STOP TREAD 2x12 TREAD GLUED GLUEDNAILED---\ i AILED--\ DRAFTS P 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 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT x GLUED AND NAILED TO STRINGER POINTS —� FOR DRYWALL SPACING B H SE SECTION VIEW "E" SCALE: 1" = V-0" CTION VIEW SCALE: 4" = 1'-0" T A F 2x4 STC 2x4 NOTE: 2x8 DRYWALL STOP NOTSHOWN f STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'4' FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 42"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: �" = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = 1'-0" L POST LET INTO 'LOCK IDE KING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R STRING, 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" eh N o N c U") m C3 a o CD C fC C) CV m X N l6 O i N y O J Q N X 3 61• °' L co c � T N GO � o 0 �, la LU 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. d) W g 0 E � o W CI N r v) M v- W Oi J LL W LL V. D_ V _ J w —C" a L Co W �0YN 0 W ;m=N, J CC)M0LO Z QLL Z N OU W CIO V M � z N M 00 z �o N z o Q J N (V zCzU' o .6 4__j (� Cj_3 w .6 u O t) w g C- w U E i = t U 'o ¢ t N 14 o w J � 3 Z Z < UL �� Q� a 0 E oLL z® cu ra 2. Uo 0. z CEO w W Z ci a r `_ 3Q ox `W°o Z z m a� J No Iz aw zZ 8 3 53 W T > O > m 0� LL a � N oLL Jw � 3 J o M v a z< O 03 0 c Q N A� ci rn m 0 L_ d. (O Ln � r LO f'T co T W m LO O 0) CDLO N Q � N .-- LO m M \ a to Z 7 E B ca Ecc a- U J Q J JOB NO: 23-06111 SCALE : AS NOTED SHEET NO. ST I - --- - L I _ I 3 v, W N a N 0 0 J 0 I N M cV L0 0 L0 i ID 0 CN Apo Q 3 a N 0 0 a C3 0 0 0 J 0 v 0 r7 M O LO bs 0 0 CL 0 CN w x m 0 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T." r E 1 X 4 FURRING 3-1/4' LONG X 3/16 0 ❑ FURR NG 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" PE INTO STAGGERED @ 16" TAPCON 16" O.C. & 4" 2XTAPCON. BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T, FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X PER MANUFACTURE MASONRY THROUGH 1-1 /2" 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. FURRIN( 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" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A EMBEDMENT INTO BLK.) 1/4" MAX 8" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK i 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR \�\\\ POLY -CELL IN THIS AREA >_ 2 x 8 45 DIAGONAL BRACE AT EA. SCRIBE NOTCH (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE WITHIN INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE BRACETAPCON INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC 4'MAX. RAD. ARCH DETAIL (i) SCALE: N.T.S. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH �F 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B �1/4" MAX EMBEDMENT INTO K.) Z-0" 8„ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. WI (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG, 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (l /[11EJ// P -z-, +5A 1- 1, NOTCH WEB AT FIRST 2 COURSI L "" " " 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 4%" 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 ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 00, #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 3 1/2" 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 ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER 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: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT P' °' PRESS PANEL REINFORCING INTO PLACE. *TROWEL— 6" MIN. LAP SPLICE W/ o� D PER HALF OF M MORTAR BED AN COVER PANEL REINFORCING WITH UP 0 REINFORCING PANEL — — _ ° I SMOOTH. DO NO FURROW. 00° o _� F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT-1=1� GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP 0 G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: 041 ° 'p co REMAIN FREE OF MORTAR. 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. 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 kR fHE :S ♦ FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN OCC AIP\TC ° oC, ^1A1 #5 REBAR (TYP,) ME TD. 90° HOOK (TYP.) 0 SCALE: N.T.S. ALUM DRIP EDGE BRG WALL TYPE PER PLAN 2x SUB FASCIA 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) 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 rC 01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS >1'-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.* 2 X 4 #2 SYP SCAB TO SIDE OF 2xO TRUSS AS SHOWN FOR O.H. UP TO 2'-6" VFRyq * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. + + G`F�GrH (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP EACH TRUSS CONNECTOR L,s SEE LINTEL SCHED. ENTER SO IT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rm_�� SCALE: 3/4" = V-0" SS CFF GHFFT 119 Alvin 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— - I z O U_ O W v U 2N BOT. PLATE W/ (2)10d @ 6" O.C. MP H 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL B @ FIRST COURSE SI SON GAMI OKTA @ 12 O.C. ` w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 41*# L 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 ° a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a' •. OVERHAN ° ° ° RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" INISH FLO ° ... �.. '• to " ' '' ► '4 -- ° #5 BAR iD ► 1011 A P e . ° CENTERED W/ g 4 IN TOP b Q: KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN ° AND SECTION DETAILS CLEAN FILL .o e DIRT b z ° STANDARD o °• . i 90r HOOK iv #5 BAR IN FILLED CELL ►- \ , ►PV •, L STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT 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 I_EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. ch N 0 N Ln � o ar- o c M C� 4 C W Q y r0 O a N O (p . cv Y > E C W CD L a c� = Q 3 �dd-12 7 rY •� T a.8 N c E A o ® n) 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. of W 0 E 0 M U. V C 0 N 6 OF f` ..-� a) fA Q '^ M y L` N 25 J J 2 LL W J LL LL S d W V a— C Z t m6 o 5 W o "' o o� °_' °' W Z LLW <. w N N Z Q U o z o� W o❑ o G O Q _J (D__ in V1 zCzQ) CD o ij— uJ O w 0 U W J v o C N Q • o z w M M Z , Z Z Q LA_ E 0 o oa H n3 �� �o O O KZ Z��¢oz <o �w W M c ¢= 3< mo z o LL o� o Z m J I �z Cin ¢� o go T > w0 aw N W M< aLL w GIs a r M _� ° > CM O 6 m c� co L r Q CT co T V)" m CN _ LO � ateJ 0) N Lsn L0 M v; Ln Z Z E r y m` C E 0- U _j Q p JOB NO: 23-06111 SCALE : AS NOTED SHEET NO. SS 3 W 0 a N Ln 0 I N ram? N LO 0 La i v v N Q CON N i co 0 0 J a 0 0 0 J r7 N LID a 0 0 a rh 0 u7 LO Uj 0 0 L— — — — — — — — — — — — — — CROSS BRACING DETAIL (TYP.) 1 SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ 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. Cg 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 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 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. A DIRECTION TYP. —� --- WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN L� EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" _�_ GRADE CV r 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) ,k 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. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN \_j� SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP ,2" • w 4" Z U Q -4. PORCH SLAB SEE IL N FOUNDATION PLAN (2) #5's CONT. T&B Iw f) 2 z 04 z W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" . '- LOWER OR GARAGE SLAB 1'4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 2X4 STUDS w/ SIMP: SP1 w/ (10) 10d NAIL AT BASE SEE J/S6 F 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 Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS USSES (2) 12D NAILS —Y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z 0 Q w w w w SCALE: N.T.S. HIP G.T WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION 4" PORCH SLAB SEE FOUNDATION PLAN SEE PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" G A E 04 z r ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY AB E M INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES w/ W/ (1) #5 CONT I I REQ'D @ MID I I I ASONRY OV ASONRY 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 MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY TOP COURSE TO E� BE CHAIR BLOCKS. ENTIRE BASE TO II I BE FILLED SOLID SEE ELEV. FOR BLK HGT. I I #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE ZI. EXTEND _8r_j f I �L SLAB 1 1/2" SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN (2) #5's CONT T&B w/ z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" • r MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-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 SIMPSON HUC410 w/ (14) I SEE PLAN FOR CANT. CENTERED AT SPLIT TO TIE 16d INTO HEADER & (6) BEAMS TOGETHER 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A ON OPTION B CONNECTION INFO OPTION C SCHEDULDE/PLANM COMMON BM. TO POST ATTACHMENT rA EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE ROOF PLAN FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. BM. SPLICE OVER CL `CENTER OF POST 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR 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. 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 TOP OFF AM SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5"1 X COMMON BM. ATTACHMENT SCALE: N.T.S. MIDDLE WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 4 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. 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" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. - - \ - -TRUSS/ TOP WALL EE PLAN 1/2" CDX PLYWOOD OR Y16" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN 11 FIELD, EDGES & BOUNDARIES-----.-,4 2X4 #2 SPF STUDS @ — 12" O.C. W/ USP SPT22 — @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ h V EPDXY ANCHOR OR J-BOLT OR %2" TITEN HD 2 ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS - SEE PLAN FOR OPT. - ° I I STAIR INFO. IF A. CONCRETE STAIRS / FORMED &POURED MAIN HOUSE W/ (1) #5 EACH STEP SLAB (2) #5's CONT. T&B a w/ #3 STIRRUPS AT a 4'-0" WHEN DEPTH - ° a d, EXCEEDS 30" GARAGE OR "I Z r a LOWER SLAB SEE PLAN ---- - _. 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. e•' N a eu c 4 a C A V N .r �LA_a N fs G tc O O7 c'�+ Y 3 2 E s I u _ Q � 3 CID L a� .. % E o r... 6 0 J7. 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. to W d' E O co4 8 4 0 ti N �l 0 aoO y Co��"L-_ � r�- s iR LL tl% OV' J LL a 0 w w_ �o N N O $ ag o W ° rn 2 N 0 ¢ J Mz O U U U Z N W ❑ ❑ z N M z § z o Q §� E3 (n N z a C!) `o LL Cn m O EL o cn N �N � y r LL, E L.• U o y C N & 44� o w M M w O Z z Q LL �I CET z o z W 1— S$ _ �ao� U O OU zc:��E <o K Z ww t <=m� z 3 2. a0 IWp to wLL Z m < �= w o << �< ;o C, C, o O > ('7 C am tm T c� co r ��-- Ln �� i CIO 3: m li) ~ iT O N o rn o LO N CD Q N .— LO W � M E �; o z rEo z E r N `m C C a U Q cc JOB NO: 23-06111 SCALE : AS NOTED SHEET NO. D 1 (MONO) I •. 0 � I : I ----------------� .,. (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED 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 SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS-- \, IS INSTALLED). ' SCALE: N.T.S. SCALE: N.T.S. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN 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 AO SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS P - 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d 11 11 A NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS .�.I C AT 16 O.C. U.N.O. D SIMPSON SP1 w/ 10 10d NAILS ( ) O (2) 2x HEADER G SEE PAN 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 TT PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B B H - C F R SYSTEM FLOOR SYS SP6 FOR 2x6 WALL USE SP8 FOR 2x8 IF EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP 2 x4 SPF () -2 STUDS ARE w/IN WALL SYSTEM A.B. TO j TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS °�� x 4 #2 SPF STUDS B INIO2 EADER 2 RSIL P O AT 16" O.C. U.N.O. (2) 2x HEADER G (1) ATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F (I TYP F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F 2 x 4 P.T. OPENING LARGER THAN 4 It (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" 1 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 j 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 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" 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 �f" l FLOOR DECK W/ 10d NAILS @ 8"o.c. �I{ 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 ® BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT 11� I SURFACE U 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) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PAN 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"0.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. 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] �10 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 PAN 2X CONT. RIBBON - TYPICAL BLOCK WALL — (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS )R 2 PLY GIRDER IUSS. SEE PLAN FOR )NNECTION. _E PLAN FOR CONN. - 2x SPF TOP PATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONN. @ 2nd FLOOR SCALE: N.T.S. E PLAN FOR CONN. SEE PLAN FOR COL. SIZE I I I NAILING AREA (TYP.) I (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (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 7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 • TOP PLATE • 2 WS 10d @ 3" 0/C �cx • �48�M TOA PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL / SCALE: N.T.S. TOP SPLICE LDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 (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 @ 8"o.c. FLOOR DECK 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 HEADER CONN. @ 2nd FLOOR("_4 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 MRY 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 PAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PAN 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. r 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 i� 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 NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON L w/ 1 x 1 1 O S30 (6) Od /2 NAILS AT EACH END TYP. 'FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE SDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. L C 0 N � Ln G C� Cm 0 L tN/f a C= L Q � N Cu dasd �E.-C d CD C= U 3 3 cv L 67 1, � C= = E o a Cj +`-LDS ��•r�lrrr IIII'1000, 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 Engineers signature and seal. N Q c O M di N O Q QjM� � o LL W u- y o W Z LLW r°�°'°' m N Z Q J Z N OU 00 W ❑❑ 7 N M O z Q � Q In z v V O �„ $ C N .U) U LL, ti J E � � l 1.✓ y Q Y w M J � � m E <o CL o co V o� z o oa co CCL �� C a= a� �. Z as°Q wo fn (, ¢ c Z) m °' J z< <, W C. �.2 G= co oLL Qa r3 �n c o _k 'a 0 3 co I c� � d' \V LO T LO Q Cr >, r ^ o L.L mLO ~ O a� O a) o LO 0 Q (0 N f E m v; LO z Z E T E a U JOB NO: 23-06111 SCALE : AS NOTED SHEET NO. D2 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE 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 BARRIER ...VVV EXTERIOR \ TAPE WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WINDOW) WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMBLED 2 NAIL BRAND OR EQUAL WEATHER � CEMT. FIN. water within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING O of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS 1 se 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 UNDER DECKING sueFLooR (SEE DETAIL WP07) other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF -ADHERED FLASHING • 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 HEAD FLASHING TIE-IN INSTRUXTIONS: No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up &temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under ,� weather resistive barrier ,� 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 BE USED. 3. Fold weather resistive barrier back over head 2 flashing and seal with tape 2 2 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 Scale: NTS FLANGED WINDOW 1 SELF-ADHERED FLASHING 1 SELF -ADHERED FLASHING 1 Exception: Where the barrier is EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER water -resistive that applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be CEMENT PLASTER PLASTER THRESHOLD DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied g 9 pp 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW S OR EQUAL WEATHER PROOF CAULKING (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 EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL ° O COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF-ADHERED FLASHING, (BEFORE FOLDING, SCORE PAPER the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOW BUCK TO EXTEND A MINIMUM 6" RELEASE 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 OUTSIDE EDGE OF MASONRY WINDOW BUCK VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2) SEALANT JOINT THRESHOLD shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF z s WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) AND EXTEND TO WINDOW FRAME 1.1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings AAMA 712. Flashing door be installed in 6) TOOLED SEALANT REQUIREMENTS 2 shall comply with at exterior window and openings shall accordance with one or more of the BEAD BRIDGING following: CLADDING AND WINDOW FRAME 2 SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE � 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing Instructions or details g g AROUND, INCLUDING SILL. 2 DO NOT FLASH OVER O SEAL TOPS KI JOISTS UNDER DECKING 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 BOTTOM NAILING Q C7 (SEE DETAIL WP07) 2 7 subsequent drainage. Openings usin q gg pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING . ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 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. 4.4.Continuously above all projecting wood trim. - - SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. - , 6.6.At wall and roof intersections. - Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVVEDHOUSETHING WRAP PATCHDHEREDFLASHING STRUCTALATH TWIN TRACK 2.5 _ Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. ° ° ° 3/4"CEMENT PLASTER IN 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE s Q� O ° 7/8" Cement Plaster ' V" SEALANT SOCKET WITH JOIST a ° a TOOLED APPROVED SEALANT SINGLE WOOD BEAM 1 Foundation Wall ° in accordance with 7/8" Cement Plaster JOIST BELOW SELF -ADHERED FLASHING ° ° ASTMC926 in accordance with Z= SELF -ADHERED FLASHING a a a ASTMC926 2 °1 ° 4 Felt backed metal 3" ,.. A �^ lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED MIN 4 with ASTMC1063 lathe in accordance FLASHING FLASHING with ASTMC1063 Q 5 ,/ Building Paper ' ' Building Paper 7/16" O.S.B. sheathing 7/16" O.S.B. Metal / sheathing SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING ' . FOUNDATION WEEP SCREED , EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL > Installed As Per Manufact. Specs. PRODUCTS DETAILS TILE FINISH STRIP OFSAF LEGEND SELF ADHERED FLASHING (SAF) � Maintain Stampede or similar Bottom of � DRAINAGE PLANE WRB DRAINAGE PLANE WEATHER RESISTANT cauk bottom (DP) Wee Screed p joint Only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK uJ > BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - BOND BREAK WRB � / SELF FURRING (SF) LATH �'\\\/\,� 1 1/2" to 2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) co a PLASTER ACCESSORY 'OSB', Sheathing Installed As Per SF LATH SHEATHING, PLYWOOD, DENSGLASS\111\S Manufact. Specs. 1'4" PER PLAN Z Detail Instructions Refer to the number marked as # in each detail that corresponds to the 1'-0" PER PLAN WRAP DP WRB ONTO I THE VERTICAL SURFACE TO TOP OF Cement Plaster 1/2" Cementitious Decorative Finish numbered items in the list o Instructions below: _ \ FLANGE AS AN AIR BARRIER in accordance ASTMC926 ° with °•'®® All inside and 1. Install self -adhered flashing in order as shown by numbers 8 CMU SLOPE i _ _ - -_ I 3-1/2" INCH FLANGE over wood 2nd o ®0'0• floor . •o, • outside corner will ° 2. Install flashing and weather resistive barrier to form water shedding ° need to be miter laps ° 4" OR 8" CMU tr7, '4 - I ° o cut and caulked all 3. Self -adhered flashingcan be substituted for building paper g p p (PER SEAT DEPTH) ° Z Z f %� � �����'�✓ � STRUCTURAL FRAMING ••�•o•o. �.0': buttjointsneed t0 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT ° i _ r • o•g, •°"' becaulked using " embedded in the adhesive layer) - for ease of installation and to a. IX M z STRUCTURAL SHEATHING ° ° Stampede or sim. minimize scoring cuts o ° ° LU d THIS GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and p p p ° ^ _ cn DO NOT SEAL. _ - CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" 0 0 ROD & SEALANT DRIP SCREED PLASTIC Minimum) SLOPED MUD BED ° 2 Cr ACCESSORY I ( BOND BREAK WRB 6. Fold as shown by arrows 8 Q w SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to U) 3�: fit tight to corner VINYL SHOWER PAN a ° � Cl)_ A III Note: 8. Mechanically fasten as necessary °° _'- I = - - _ -J I SLOPE ,, The building paper and metal lath must be - Cement installed over the top of the weep screed. ° PLASTER STOP Plaster 4 A CONTINUOUS BACKER ROD over block d G 4 & SEALANT 1st floor a CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER • SCALE: NOT TO SCALE CVJ N O N O _g J 61 0 C l0 V CV N C I.L. a © L -p !V t to 3 O7• aL >` Q tY 3 i y CL c E o ss, ca C) cM CV 0 CV In 0 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. fn W E V Y 0 a N 'CIO,���/,, _ ,0 N O fJ/i Mv J LL -ern LL W a Lu Z z mo z W to Z ILO 2 M 0 DOw a J F in N OU 0 Z co W ❑ ❑ U z N c+) z S z o QE3 C� r I n N 11i z v LL + W � �1% a O W p ,� C N Y v ' � U LL J $ i S r U o N co o • ocmo w J o, Z � LL CC c,i C zo >m ¢ ry Q O E C v i z0 od Z F 0 o E o &a �_ 00 oZ �z �t wa �w n' C <o �a ox mo Lj ZF Z m .2 <'w QQ QO W `�� _ m N � a� Wz M V' OI¢Q a F U ;� 0 O = e >M � aT CU (0 LO IUD Q CT Cc T (no N m - LO ~ � O a� O 0) CD LO N <C 1 N T LO E Z At N LO o Z :3V E r EL � Q p JOB NO: 23-06111 SCALE : AS NOTED SHEET NO. WP1 HURR/CANE Mounting Brackets 1; I) Gauge' 4-1/2' x 4-112' x 2-12- Ste Anchor Schedule Bolts 1 2' Dia. A325 Gab ll ITyp') 0 1 0 � l f14Se1f4[)rilling SCrcvv5 A/C Unlit 3UtUxn Edgy re Hurricane Strap (Tyriir;4 3 in front) Front Cross Support (Mdy be oft to W) Left Bracket 116 Gauge) #f 14 Self-Driliny Strews Thru Brackets 8 Back Cross Sl pport Into AIC Lint Bottom Side (Typical: 3 each side for hurricane use) 10-518,1 Wati'1PrS Self -Locking Nuts fi ti xx rtiL nntJL it, in ir-rt.urnn•, Orr I- % L -d h)tit eat 1-1mns.r:, Air Reams F11 Il.wftSt Raiscal Seal Dinswrog a,, llacl,le widen, -I-& fa4 tonlal fee aaifl 4tap61 Back Cross Support (May hP (ltf to W! \ Right Bracket C6 Gauge) Florida Department of Business & Professional Regulation Finial or1 Building Codes and Standards 1�'d�1 Product Approval Application Detail - lntNv ar - � - 292 Data P"KIM x# TVA Vale- ManufacturerI andner&Llcams Validated 8V v. $NP [nod FICAvorovat Apoo, status Aeimvflon 2020 Smart Vent Pr.-. Inc Moretti Graham H,eni Nwaro P.E. Lack. Bowman P.E 12M 812020 12J1t2020 1212812020 Approved Category: Sauctual Components (877) 441-6368 PE. 737-1& (31l) 30CI1800 Subcategory: Prodids introduced asp Rewlt of Info@sllemventcom NM Techno6oDy Canylianca Memod EYakletlm Report tom a Flodda Reguired Architect bra Licensed Florida FL#3OV412 Products Professional Engineer smell Rotlud Model. Numpr a coma Quality Assurance Product D-Jobar, Crtrtrad Exsstrlm Dtl. Aporovrlfor Use in HVKZ Acwoved for Use Outside, HyN2 IMINVA Rsfislra Deakin rP saw ar 1 EmartVent Model#1540.510 Dual Function Flood and III her -Vend 12,r 2023 Yes Yes NIA ♦100,100 2 SmertVent Modal 91 UO 511 fuel Functlm Flood and Venae6w Vent 17/31/2023 Yes Yea NIA .100E 100 3 SmadVent Motltl#1540-520 osulareo Flood Vent 12I312023 Yes Yes NA .10DF 100 4 SrtiertVent Model 01540.521 In uleted Flood Vent 12312023 Yes Yes NIA ♦100A 10o 5 SmariVe it Mor&191540.524 16&qud; Garage Doa Plead Vent ,211 11M Yes Yes NIA NIA 6 Sma'Venl MOMI#15406"' Wood Wall Insulated Flood Vent 12131)1023 Yes Yes NIA +100A 100 SmartVent Model #1540.5?A 14.68qud: Garage Door Flood Vent 12/312023 Yes Ye9 NIA N/A Florida Department of Business & Professional Regulation Pagel rl Building Codes and Standards 14r921 Product Approval Application Detail f9idSi'i Very or Dea 9912 Data Pemiw Data Tx0 ym- Mm,(tdurr Coreacit validated By verdured auulwu&u rns FBC Araaral gparrg1(ad status Revision 2020 Drexel MetalsInc. Jason Snumate Zachrary R. Freer LocXe Bolden P.E. 06(102020 08r99/2020 cenwo20 10/132020 Atoproued Category: Roping i502,303,1511 PE-4021 (334,300-1800 SUbCateDDry: Melad RoMng isnuraIsCorexmr.com Compliance Method: Evaldatlon Repot fran a Florida Registered Arthaed or a Licensed Florida prior .. oral Engineer Ft.#17879-RS Products OuWky Assaance Aborovao for Use Aboroved for Use Impact Deatat Sao 8 Product ModN. Nurlber a Narne Product DOWdpnon Contract Etml L911 Data In NVHZ out" NNS Reista_Ki eLp48y(q 1 Drexel Morel floofnp SY,[ems DMC t00NS, DMC 1508S, DMC 1155 DMC 2ODS, 12312025 Yes No NIA +01-180 DMC SV Florida Department of Business & Professional Regulation Page 2.4 Building Codes and Standards 3162023 Product Approval Application Detail 13i gga, _ .. Entire or 2M late Date Penditu �4 jyya Varsim Nanufact.- contact Enp4nrr3ticerlsa validated 8, ,Lr ,",d submitted FBC Abortive' Aciam-al &Mux R.waicn 2020 Ther111e-Tru Corpaatlon Slevo Jaepersm Lyn don F. Sch nitdt. P. E. Ryan J. Kn9. P. E. 04115/2021 12r312020 0422)W21 0fil08/2021 Approved Catagntry: Eaierlor Doors (8OO)843-7628 PE-43409 1813i 767-6555 SubCategory: SwIrbeg Exterior Door Assembles slaspersonctitermalruc Canpllance Meduod: Evaluation Repo tram ern Florida Regsterad ArdiitecF a a Licensed Florida Professional Engineer FWA1461I Products distant A,saa , Anni for Use A-Yed for Use limped Dasim §219 Rod, iModeL Rindbr or Name Product D-lotign CararacFExoirrtlon Date in HVN2 Outside HVHz Resident Prit- 1 e. Th.nne-TIu pr-Cleastcend SmobM-Sur Nominal 08#39:8 &pad'. Impad8quot. Opaque 1231f2028 No Yee Yes NIA Cemposae Edge Fb.yasa Single Door UnSwmg10utawiny X ecnfiguraticm) 2 to Therm Tru Flo.-Clesvcand Smooth-aer Nankai 68,1038:88,querimpact": Ope Wa 12312026 No Yea Yea WA Composite Edge Flb.yass Single Door Wth "Iti, s) (In-001OUtWing'. XO. OX or OXO mnnguranmsl 3 c. Therms-Tru Fiber -Cheek and 9nooth-Star Wminal 6&939'8 &qupI pipaaBqud. Opaque 121310026 No Yes Yes NIA Canposae Edge Fber las. Double Door •waI or ..;that sdeMe& (hswkrWO.I-ing; XX or OXXO COnflguratIMS) 4 & Theona-Tnu Fllb -Clay -c! 5moda-Star Normal 8&a39:0 8quM:lmped&Wd; Opaque 17/312026 No Yea Yes N/A Cc npapsne Edge Fiberglass Singe Door (iaing(Outsw'irg. X cmura lgnon) 5 e. Thermo- Tm RbarCWmoth sine and SoSlan Nvnal 8',0&qua;ktrpaa&quoi Opaque /2)312026 m No Yes Yes NIA Cmpoote Edge Flbwglass S ioa Door with Sdelae(s) i InswinglOut v mg. XO. OX. OXO cmfguratim.l 6 f Thermo-Tru Fib.-Cieasicand Smooth -St. Na,anel89#39.0&wd.amapt&.w topeae 12r312026 No Yes Yes WA Carsro-v1e Edge Fibaryk.s Double Door aith or .Mahout Sdelt- Una44rVOutsMng: XX a OXXO cmfiguralime) U. Thermo- Tru Flow -Classic and Smoom-Star Nomina168#39;84IWot:1mpud", Glazed 12312026 No Yes Yea NIA Co nposite Edge F(b.ouss &no. Door (nu1•Ing/0utas•InD; x colDuratIM) 6 h. 11,eerr4-Tru FIb.-Classic and Smooth -Star Nora al 68#39.8 &aud,tnpad" Glazed 12/312026 No Yes Yes WA Corrposlta Edge Fiberglass Singe Doorwith Sdelite(s) Ilnswinpbusvirg: XO. Ox or OXO emflguratimai 9 I. Thermo-Tru Fibr-Classk and Smorxh-Sar Nmvna 68#39 8 &qud:InpadegJd: Glazed 12r312026 No Yes Yes NIA Composite Edge Rbryass Double Loa v4M a with cut Sdelxes 0na. ingl0utsvnng: XX a OXXO Cmfigurai" ' 10 1 Thenne-Tru Flb.-Cleask and Smodn-Star Nonlnel 8&0390&quon;lmped&quo; Glazed 1213112026 No Yes Yea NIA Composite Edge Fiberglass Simple Door (hswing/C -fiai, x cmlguratlon) 11 k. Thorn-Tru Flber-Classic and.9nagth-Star Nominal 8&039:0 aqud;lmpad&a,d; Gazed 121312026 file Yes Yes NIA Cumlposne Edge Fiberglass Singe Door win Sddtef sl Irnwirw'ousmng: XO. OX or OXO cmfiqurelI.., 12 I Themae-Tru Flbw-De.slc and SmoethSinr Nominal 86#39.10 ;t11paG&WOt: Glazed 12312026 No Yes Yes WA Cmpoeita Edge Fibenyess DoubN D-wfth er old can Sdelies Unswing/Out ming; XXd OXXO 13 m. Tnem,a Tru fiber Classic and SmooM-91. conrgurator ' Nc,rano 6' 8 &rruca "cI" Glazed /2212026 No Yes Yes NIA Molded Open Composite Edge Fiberglass Shute Own ilna nWailawing. X configuration) 14 n. Themn-Tru Floor Ciasslc and Smmth-Star Nominal 6 :8 &W d.krp6d&quoi; Glezeo 12312026 No Yes Yes NIA Modded Open Composite Edge Fiberglass Single Doe with Q... d Molded Op Sid ileiai 15 o_Themre-Tru Fitter-Omsslc and Smoah-Star (h-nglO ,t g XO. OX or OXO cmagurabma) Nm:na 6&0398&qu<:trimcuquU; Glued lwir(326 No Yes Yes WA MDided Open Cbmposif. Edge Fiberglass Dwble De, wth aw+th.0 Glazed Molded Open Sdealea inswing/OutswlnD; xX a OXXO eonaDuretlms) 16 p. Thelma-Tru Fioar-Classic and Smmth-Star NmNnel 6&11 &qua;m)paet8 pot Opague 12312026 fib Yes Yes NIA Colpoalte Edge Flbwyass Singe Door wnh Melded Open Sdelibts) Iln-hyUu&wing: XO. OX a OXO confliu nitbm) 17 q. Theme-Tru Fiber-Oasslc and Smooth -St' ar Nominal 6':8 &gucCi oid&aot: Opage 1213117026 No Yes Yes WA Compoehe Edge Flbrgless Double Door with or with art Glazed Mdead Open SOW- (nwn9lOuts+lrg; XX or OXXO configurabms) Florida Department of Business & Professional Regulation P.O.I oft Building Codes and Standards 1WO21 Product Approval Applicat" Detail code EItnV or Dale 2@U Dale pendrid 291 IYge version iManufacturer Conrad Eudrwx t. L- is Validated By validated submdrect FBC Aoaaaal A-,-d satuz Revl.ion 2020 POT ltdurrles Jens Rosowskl a9ami-Dada BCCO - CER M l-Dado BC00 - VAL 11I1xm20 10202070 1124/2020 Aparned Gregory: Eierlor Coots s41 d 4WO100 (786) 315-2690 IubCel.gbry: Sliding Exterior Dar Assamble9 C Compliantit, Mathed. C.tacation Mark a Listing pup PLf251 A33 Products Cautit, Assur Apwovediause Ao-Yrdtor use Bliout peslan &0 # Product Me", Number. Name Product 13-1pli- Contract Expiration Dale at MVNZ Wind. RVRZ RetaIW I# Pn asun 9 SOQ-5570 (La is. Masse ".on ihmf 86dng Glass Door 04/142021 Yes Yos Yes N/A March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying far a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38,7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 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 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division ofAADG1 Inc 607,7071727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/161"2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-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 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSIICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580,3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL61527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail peg. 1 of 3 lf252022 1 I Entity or fig ate Dete Fend I no um bm yersbn Manuftchure Cot Enalneer &Ucense validated By validated Submitted FBC ADDMYW AADDN etly STatuc, Revision 2020 Therma-Tru Corporabon Steve Jasparson Lyndon F. Schmidt P.E. Ryan J King, P.E- 07/2312020 07/12J2020 07129 100312020 Approved Category: Exterior Doors (800) 843-71328 PE-43409 (813) 757.6555 SubOatagory. Swinging Eeerbr Door Assembles s)asperson@thermatru.co Compliance Method: Evaluation Report from a m Florida Registered Archted or a Licensed Florida Professional Engineer R FUM70A3 Products Quality Assurance Approved for use Se 0 Product Model. Number or Name Product Desorption Contract Exolration Date mHVHZ Outeitle HVFQ Re rrt P feV 1 a. TFierrrsa-Tru Fiber -Classic and Smooth -Star Nominal 0Ǝ &Xluet:lmpad&quoi Opaque 12J31/2022 Yes Yes N/ ++ o Composite Edge Fiberglass Single Door u(I nl irg Outswing; X configuration) RZ 1C f0 V2 b. Therms-Tru Fiber -Classic and SmoodtStar Nominal8':8 ":lmpact" Opaque 12J31/2022 Yes 'iN!!b CL7 y� Composite Edge Fiberglass Single Doorwith - - C L&.. d Sidelle(s) (InewngtOutswingl XO. OX or OXO Ui configurations) y CV 3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'',8"lmpact8.qu t Opaque 12t3112022 Yes CZYes as 1/aq O Composite Edge Fiberglass Double Dow with or •a .Mahout Sidelites (Iruvnng/0urawing; XXor Oxxo 13 N 4 d. Thermo-Tru Flber-Clasc is and Smooth -Star configurasons) Nominal 8'0 BquoCtmpad3rruot, Opaque 17J312072 Yes -� =31es Vas •�4= :2.N/� Compo:ste Edge Fiberglass Single Door aL... Q 5 e. Thermo-Tru Fber.Classlo and Smacth-Star (In SaArgIOLltewing; X'onfgav urOn) Nominal 8'0 aquotlmpad&.quot Opaque 12J31r2022 Yes Yes Yes u N14 3 19 Composite Edge Fiberglass Single Door with �p out l3a Sidelint (Inwi svwng/Cuteng, XO, OX or OXO . �d configurations) •�+ 6 f. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8',0"lmpad&quoi'. Opaque IV31=2 Yes Yes Yes -N� N � Composite Edge Fiberglass Double Door Kith or &.z - .wthout Sidelites (I-mg/Outswi ag; )Qor OXXO In CL configurations) C E 7 8. Therm-Tru Fber-Classlo and Smooth -Star N..mai 6'8 Squotlmpad" Glazed I MI2022 Yes Yes Yes rim CD Composite Edge Fiberglass Single Door (Im"minwoutswing; X configuration) >_ 8 h. Therma-Tru Fiber-Classlo and Smooth -Star Nomtnat6Ǝ>uLlmpect"a Glazed 12/31 t2022 Yes Yes Yes WA O Composite Edge Fiberglass stroke Door with Sidelite(s) (InsivrglOulsNing; XO, OX or OXO configuratimi) 9 i Thermo-Tru Fiber-Chassic and Smooth -Star Nominal 68!03$8&quoi: Impact&qud: Glazed 12J3112022 Yes Yes Yes NIA Composite Edge Fibeglass Double Door with or without Slddite9 (Inswing/Outs..tng; XX or OXXO configurations) 10 i. Therms-Tru Fiber-Cieesic and Smooth -SW Nominal 8&435);0 "lmpad" Glazed 12J312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Ilnt-ig/O.I.- g; X rnnfguniticr) 11 K. Th.ma-Tru Flier -Classic and Smoth-Star Nornm21 8ż &quct Impact&quoi Glazed 12J312022 Yes Yet, Yes NIA Composite Edge Fiberglass Single Door vMh 3de10(s) (InawingrOutswing. XO, OX or OXO configurations) 12 I. Thermo-Tru Fiber-Classc and Smooth -Star Nominal 8'0 &Q-0nipact8uluct Glazed 12J3112022 Yes Yes Yers WA Composite Edge Fiberglass Double Door with or without Sidelites (InavwngJOutswing; XX or OXXO configurations) 13 in Thamn-Tru Fiber -Classic and Smooth -Star Nominal 6&4139:6 aquot;lmpactli quota Opaque 12J312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Odor With &qud;Noru-ImpacAquot Sidelite(s) Ilnswnngl0utawing; XO, OX or OXO confg uraaons) 14 n. Therms-Tru Fber-Ciauic and Smooth.Star Nominal 6'',8 "lmpact" Opaque 12012022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door vier ":Non-Irnpact". Sidelites (im-rg/Out-ii; OXXO configuration) 15 0. Thermirr u Fiber -Classic and Smooth -Star Nominal 8'0 agitot:Impad" Opaque 12Y311= Yes Yes Yes NIA Composite Edge Fiberglass Single Door Wth "Non-Impaot" Sidelite(s) Q ns.rVoutswiing; XO, OX or OXO confg urabons) 16 p. Thermo-Tru Fiber -Classic and SmoothStar Nominal 8&930;0 "lmped" Opaque 1 D312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door wan "Non-Impact&quoi; Sicielites (InsNnrnglOutsw.ng; OXconfiguration) Minot 17 ms-Tru q. TherFiber-Cla..c and Smooth -Star 6'8 &quoi Non-Impad&quob Opaque 12/312022 Yes Yes No WA Composite Edge Fiberglass Single Door (In"i g/Outsw+rg; X con iguration) 18 r Themta-Tru Fher-Classic, and 5-th-Star Nominal 6':8 "Non-Impac quot Opaque 12t31 J2022 Yes Yes No I+VA Composite Edge Fiberglass Single Doorwmh Sidelke(s) prnlaingloutstMng, XO. OX a OXO configurations) 19 s. Therma-Tru Fber-Classw and Smooth -Star Nominal 6441 "Ncn.Impac*Ua Opaque 12t31P2D22 Yes Yes No NIA Composite Edge Fiberglass Dou b1e Door with or without Sklertes (InsWngJCutsTWng; XX or OXXO configurations) 2D t. Therms-Tru Fiber -Classic and Snrooth-Star Nominal 8Ɔ &qud:Non-Impact&goof: Opaque 12131M22 Yes Yes No N/A Composite Edge Fiberglass Single Door (I nswngJDutswing; X wnfigurason) 21 u. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 88#390 "Non-Impact" Opaque 12J3112D22 Yes Yes No WA Composite Edge Fiberglass Single Door with a'ddte(s) (Insw4ng10utswing: XO. OX or OXO configurations) 22 v. Therms-Tru Fiber -Classic and Smooth -Sian Nominal 880390 "Non-Inpad" Opaque 12131/2022 Yes Yes No N/A Composite Edge Fl benglass Double Odor Win or without Sid.Il'_ (Inswing/Censwing: )0Xor OXXO cc nfgurations) 23 w. Thee rot-Tru Fiber -Classic and Smooth -Star Nominal 6'.8 "Non-Irnpad" Glazed 121312022 Yes Yes No N/A Compost. Edge Fiberglass Sngle Door (Insv,mglOut nnng: X oardigurabon) 24 x. Therms-Tru Fiber-Classa, and Smooth -Star Nominal 8'8 &quor.1* -Inpad&quoi; Glazed 12131J2022 Yes Yes No NIA. Composite Edge Fiberglass Srgie Door with Sldelte(s) (Inswing/Outswng. XO, Oxa OXO configurations) 25 y. Themha-Tru Fiber -Classic and Smooth -Star Nominal 8'8",IV 1rnpscaquo1; Glazed 12J3lr= Ye6 Yes No WA Composite Edge Fiberglass Double Door With or without Sidelltea (Inswing/Outswing, XX or OXXO confgUratigna) 26 zTherma-Tru Fber-Classicand Smooth -Soar Nominal 8':0&quoeNen-Impad"••Glazed 121312022 Yes Yes No N/A Camposite Edge Fiberglass Single Door (I norm glOutsvmg. X configuration) 27 za. Therma-Tru Fier-Claesto and Srthooth-Star Nominal 81108quotNon-Impact&quoi Glazed 12Y31f2022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sidelte(s)Qnswtig/Outavifig XO. OX or OXO confgurn-till 28 zb. Therma-Tru Fber-Classic and Smooth -Star Nominal 6',0".Nor, InpacAquol; Glazed 1213112022 Yes Yes NO WA Composte Edge Fiberglass Double Door with or without Sidelites (Inswing/Outsvwng, )Qa OXXO confgu2tions) Florida Deportment of Business & Professional Regulation Page 1 or 2 Building Codes and Standards rrr2521 Product Approval Application Detail fi teat Era, or DASL ;MLa On, Pastels. Do jyJ]p version manulacturiar CoY:gI Endrwr&Llcrrsa validated Be Yaig#tW iubeVElatl FaC Aounii A,--d rga Revisin 2020 Mi Winddvs and Doors Brent Stinger LUie Roberto Lamas Steven M. Unch, PE 10/06=20 IOMW2020 101/32020 12/20 1520 Approved Casigi Extenor Doors (7l 7)385-3300 PE-62514 i717)317-8454 SubCaegory: Siding Extenor Door Assemblies bslflhgarQmhed.com Compllanca Marriott Evaluation Report tom a Floods Regsterad Architect we Liaised Florida F LM MI -RI PrCnsinuonel Engine. Produets IN A Product Noml. Numbs w name Quality Aeauranoo Product Des"Ibil Ca#ract Ixotendt Data Acarovad for Usa Awroved It, HVHZ Outside for Use HVRZ Impam Resistant DOWW Pressure t SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12312024 No Yea No N/A 1453/4bqudR808quot. NON -REINFORCED 2 SERIES 420 ALUMINUM SW SERIES 420 ALUMINUM SGD OX XO. XX 12I312024 No Yes 14. WA 9uoactx80&gud: NON -REINFORCED 3 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12312024 Me Yes No NIA 1453/48,qud:x96&qued. 4 SERIES 420 ALUMINUM$00 REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX I?J312024 No Yes No NIA XO. XX96&qud:x%". 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD RE)NFORCED XXX 12312024 No Yee No NIA 1431liquitIA968qua. yidalm Manufacturer R.Mslan 2020 Wayne-D.tm, a dNuki or Overhead Coor Crpastion Category: Ext.lw Dons sulaCet.Dary: Sectional Extnlor I) -Assemblies Corripflarce. Method: Eveluellen Report noon . Fiords Registered Arehd.t or a Licensed Floods PLilmr mRodnds Professional Engner Sea # Rodin Model. Number a Name 3 80DOY81OW20011105 10 8000A10011200#1123 11 8COMl OM20041124 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.ge 1 & 2 la=21 Entry or Data Date Panel- lmt Contact Enolntr & License Validated "I d Fad Amreval Apgrgyad ;ilarga Dwayne Korniah Jmn E Scates J.1acyP Arneson. P E 10112020 OgROM20 10i232020 12h612020 Approved (330)763-8121 PE-51737 (904)821-5200 dkom Ishaiwayne-da ttm.0 om Ouatmv luti -anti Ancestral fa rg Use Ape vad for Use strainer Q� Product OPscdUtldl Conoacl Exdratlon DateAncestralal HVNZ ou ild" NVNZ It IN Pressatrit WIS. Nea.0h. 14' Max height. dazing 12/312023 fib Yes Yes +31.001-35 00 aveinbie in to or Intertneduu. sedkn 16&t39: Mali Wdth, 148al Max hinot. Gazing 12P312023 NO Yes Yes +30.00/-33.50 available In lop or Intermediate Fadbn. 16&409 Max Mcm. 14M9, Maaheight. Glung 12/312023 No Yes Yes -34.401-3830 avatable In top or mamni diate section. Florkla Department of Business & Professional Regulation Page, of I Building Codes and Standards Ir51202I Product Approval Application Detail $r394 - Entire or _ Tune version Mararraelulu Concept Entlne.aLlc.rse Revisrm 2020 Cilmle9Dlvlslo Of AADG fix Tom Rattay UL LUC Category: EMDocas Dos (641, 494-28,3 subcategory: Exterior Doe Components torn .retleM.-.1 oy.co Com)pllrice hurt CrerKafio Marc or Lettlg in FL1111537-Ra Fredricks sot A Reduet MrarW. Nrmhr a Name Product Oesr-rimon 1 60i, 707, 727. 747, 757. 777. and 847 Singe end Pat, d Flu,h. Gazed. and Louvered snob and pairs of Dons hallow Most dogs. M Data Dare Perham Iffie Validated Bt anaov FBC Accl Apaed s`tal Troy Bishop, P.E. validated 12XI12D20 1221r420 Approved 1954)b41.0880 ddlo, Assurance Aboroyed for Use Abwoved for Use Impact Ihsio1 Contract Exv'ratbi Gala In IF VHZ Ou[sftlo MYH2 Rsantart E®tjg(y, imin(125 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards 15/2D21 Product Approval Application Detail i - - - - - COM NdIN w Deta Data Dar. Prs9im [W- Tim Version ManWacturer Conrad ErnpMear & License Validated St, Verdured l FBC AM."ol Agggy8g status R"..,i 2D20 MI 1Nindoe-lid Doas Brent Sidllg, American Architectural Steven M Urich PE 1111?/2020 I I1172020 112712020 Approved Category: lAlndows (717)385-3300 Menufactur-A,socleb- (717)317-8454 SubCategbry: Singe Hung bsltng.l(iimi'ad. com CWVII nee M4Mod: CenNotit. Mad or Listing Oualk, Assaance 8®roved for Use Approved for lroa Imaw r Eta Rbxaua Model, Number or Mime Prodat De eirlon Conuxl Etutratlon Date in HVHZ outside HVHz lit Mrant Pressure 2 185 SH 52X72 Fin)Flange Frame IGISG Sh91e Hung 10/082023 No Yes No +60/-60 Laminated Gle.a Q� N j O (DU tot � o O CIO O -0 aD a- ai N -� U C U Cn CD E O L .- VJ Z Z W J N 0 z co O O U O Laa� U CIO m Q F- O LM LU a (3.)Z J Z Q J 11 SHEET NO. P�A 1.0. ! I --I -- �— - - -- I II � I I11I ➢ I � I I - I �— � I I 11 Ili"! I I I .P L Florida Department of Business &Professional Regulation Page d s Florida Department of Business 8 Professional Regulation pogo, d1 Florida Department of Business & Professional Regulation Page,, d, Florida Department of Business & Professional Regulation page, dz to ( }. V Building Codes and Standards 125,202z Building Codes and Standards 1F� or Building Codes and Standards 1152021 Building Codes and Standards 1 Fret, � O � Product Approval Appllcation Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L Q. O - ^^`` Li SggB th, or With, 2= jM Date Pending pgj4 _ - - - - - - - -_.. - rvpe Version Manufacturer Contact Englnear &License Validated By Validated submitted FRO Aooroval Approved Status TV" Vinsion Manufacturer Cliff, Contact mmmw a License Validated av 2" 2dq Cake Pendinai 211113 validated FaC Approval ApOf040d status Cog Vwsion Manufacturer lntkv of Fndna,&Lk•n,• Vaptl@W as 20 2a Date Patching FBCAmroval $gg 41t� Tvna ywsiln Manufacturer Endrwer&Lkerno Validated! By Q& JAM Case Pending D12 FBC Approval g y R—ia,on 2020 Thwma-Tru Corporation Steveusperson Lyndon F Schmidt P E Ryan J. King: PE 10/070021 179/tar-1021 1QM 32021 12/152021 Approved Iitibril SYga Cgltl9gL � Revsion 2020 Mt Writ s and Doors Srent Winger Amennn Archleaural Seven M Unch. PE 1122/2020 1122/2020 jV� {� ,^ VJ Category: EXtarior Doors (800) 843-7628 PE43400 (813) 767-6556 Aflamatlon 2020 PGT Industries Jens R—.W 1A.rd-Dede SCCO - OEM Miami -Dade SCCO - VAL 1IMM20 i iXXH2O20 11/11/2020 Appro+W ReNalon Z020 MI Nhndows and Doors Brent Sh6ngH American Atchkeauru Steven M. Vnch. PE IWO12020 1 WOa2020 10119/20020 Appoed 717)317-&414 ,12820x Apprwad �! aT� Subcategory: Exterior Door Assemblies sjasperaon thermalru.co Category: Wild— (941)48G-0100 (786)315-2590 Category: Cat Windows 1717130.3300 M.nulecturers"..let- 1.17317.8454 ' ) category: Wind— e7171365-3300 Manufacturers Assa:iatim n. �! /�� Vi Compliance COm1N18ne0 Mtthod', Evaluation Repatirom a m Subcategory: Srgle Hung IrosaraKl@pgdnduaulas.c Om subcategory: Haizorxal SROv bdtiingarCmnvtl.can aubCategoM Rxetl C°rnP Ilanca Method Cerfif ation Mark or Listing bsdlmgcrl�mlr4com ^' V! � t y Fbrda Registered Arch4ecl or a Licensed Florida Compiierge MalhlYtl: Cm81c•0on Mtn, a Listin p Carpllann Memos Clxdkcanon Mark a LIWg Professional Engineer F I#1394128 Products y;-SSSt-Re Prptluas FU153A&R14 F4sdaas O i.., FLOZ0461-RI Products adds, Assurance Approved for Us, gggr—d for use knew Dann- rLuallty Aseuruce ADaovNtlfor use Approved far Use limb Design a.mev l&UdAara Amrnln Lee Desionro-d � � O Quality Assurance Aoomved for LiSe Apnmvag for Use Impact DesioD $eoa Rodutt Mosel. Nlmbva Name Rolla OescnotltHl Camas Exmrnlon Doe In HVHZ Outtltle HVHZ Resistant Pressure Sa_oe Product 0•saimkn contract EsvYation oat, j2,119ML Outset HVHZ i Resistant p,(yg-q 3_9.4 Product Model. Number or Name Product Descrldlon Contract lxokat1a10a1e ahineem ft 'r"' � O Seo# Product Model. Number or Name Product Description Conhact Expiration pate in HVNZ Outside HVNZ Resistant Pressure 2 SH55001Large bhsae knp.1) Vinyl Single Hung Wndo.v 07ruo2025 yes Yes Yes WA t IS 198 Fin urd Flange Frenn 73.621 nsukted Of.. 02JIM024 No Yes No -554-55 1 ie5 PW 73x 72 insisted Glass 041032023 No as 90/_80 y W 1 a Therma-Tru Fiber Snwoth-Star Nominal 681039:8 "Non-Inpact8quot Opaque 12MI2022 No Yes Nib N!A p � .+— tR -Classic and Composite Edge Fiberglass Single Door i• t O ♦ V O inswirlg/OutcvAng. X configuration) Lj Qn U) 2 b. ThermaTru Rbar-Classic and Smooth -Star Nominal 6'8 &qua;Ncn-Irnpad"a Opaque 12f31/2022 No Yes No WA = V c •-V ^, 0 Composite Eta Fiberglas Single Door with S cialke(s) XO, OX OXO m � L t� Q (InswingiOuteviing, or configuration.) C Lu.. '^ V J 3 C. Therma-Tru Fber-Ctassio and Smooth -Star Nominal 6&039;8 liquor; Non-tmpaa8quot; Opaque 1201/2022 NO Yes No NIA on O 'on C'4 1E ICU Fiberglass Composite Edge Double Door with a in C WithoutSiclehles(Inemnigl0utsaing. XXor OXXO Configurations) = Q C14 at W $ 4 d. ThermaTru Fiber -Classic and Smooth -Star Nominal 7'0 Bgw0on-impact8quot Opaque 12l3l/2022 No Yes No N/A E Composite Edge Fiberglass Single Door (In svAng/Outavuing;Xwnfigurahon) > Qf C -.5 5 a Therrnarru Fiber -Classic and Smooth -Star Nominal 7'0 "Non-lapse"a Opaque 12/31/2022 No Yes No N/A a Composite Edge Fiberglass Single Dori with Siddae(s) (I nsrnngiOutswng; XO. OX a OXO d Configurations) 6 1 rnerma rru Fiber-cMssic and smooth -suer nbmnal 6a#39;o"rvon-Impad&quoe opaque 12131r2022 No vas No NIA Florida Department of Business &Professional Regulation P,g.1 or Flodda Department of Business &Professional Regulation page 1 of Florida DeparlmeM of Business &Professional Regulation d Composite Edge Fiberglass Single Door Building Codes and Standards 1f512WI Building Codes and Standards I152D21 Building Codes and Standards �202f0 (Iraswing/Outswing, X configuration) 7 g. Therms-Tru Fiber -Classic and Smooth -Star Nominal B8#30,0 "Non-Impact&quet; Opaque 12131=22 Composite Edge RbxglamSingle Door with No Yes No NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail E Sidelne(s) (Inswing/Out_r;g, XO, OX or OXO `•. configurations) 8 h ThermaTru Fiber Classic and Smooth —Star Nominal 88#39'0& uofNpn-Im act8 not Opaque 12131f2022 NO Yes No NIA _-- .. - Composite Edge Fiberglass Doubts Door Will or 996 Each, or 211 $!A Date EBOAM 299 9991 EntYv a =11, 2" Di, PMRYm 2Mt 2� Emis m j2ia � Oak, Pondrg 20 t7 ..� WithoutSklentes (InswinglOVh5Mng; XX or OXXO Configurations) TYgt Version Manufacturer cdmtsd Ed, —a Licrose Vathidid Of Validated submitted FBC Averoral A,,,-d &stars Tip V,,I- M7lLffi fin, Conseet En,1,,,A Lcesse Validated IN Validated Submitted FSC Approval A,,,-d y^j ],rZp= Version Manufwtura Contact End, &LJoense Validated av Validated Submitted FSCAboroval Ap"ved Sldtgb 9 LTherma-Thu Fiber-Classm and Smooth -Star Nominal 6a#39:8 &gU01NOn-ImpadBq Uot Glazed 12/312022 No Yes No NIA Atsm@lon 2020 POT Industries Jens Rosowskl W.u.1-Deft BCCO-CER Muml-Dade SCCO -VAL li1o5/2020 illOSM20 11/112020 Apprexd Revision 2020 Nil Wnd—and Oobrs &tat SHInger Luis R Lame. PE Steven M Uich. PE INW2020 t0V82020 1011M020 112MUM20 Approved Afimatbn 2020 POT industries Jens Ro ski Mam4Wee SCCO -CER Miarrv-Dade SCCO -VAL 11A52020 110052020 11111/2020 APpro�ed Composite Edge Fiberglass Sing Is Door cal,gay: Writ (941)466-0100 (786)315-25W Category: Wind— (717)365-3300 PE-62514 (717)317-8454 Category: Wndows (941)486-010D (786)315-2590 (Iraawing/Outswtlg; Xcordiguration) Subcategory: Fired )rceassklgipghllduanes.p anbCat kWalnf .gory: bsi8tlgen miwd.com � 81bCatapory: NWYIa,s IfLeprlkltilpJAmdWamea.0 10 J. Therms-Tru Flbar-Clemsc, nd Smooth -gar Nominal 6'8"Non-Impact" Glazed 12/312022 No Yes No N/A eomPOarea Method: Cerifoation Mark a Ldanng om compiled. Mstioa EYakiow Report tan a Compliance Mehod: C,Ntcabon Man, a Li ing On, Cornpostle Edge Fiberglass Single DoorvAth Florida Rem@er•d Architect,ra Llc d!Flodda Sideine(s) (I raWng7Outswing; XO. OX a OXO Fl#2434t24Prodxts Pr f—ionei Engineer FL001144131trodwr 40nflg,,,. n5) far 11 k Therma-Tru Fiber-Classc and Smooth -Star Nominal 68#39s&qucd Nolrimpaa" Glazed 12/312022 No Yes No N/A Amr,vad use Amraved for Use apbxl Deal. Ftl15143J15 products Guards Assurance A—,V dfor Us• Amr—d for Ue• IDS Dashed Composite Edge Fiberglass Double Door veth or &AA Product Mplil. NwbAt or Rome mac Corabaci Emi«Iion Data in HVHZ 0W@rh HVHZ Rnit sue t Pressure sea # RoduCl Modal. Number or Narita Rolla Dtieptial Camas Dldratlor Cale fn HIAIZ Outside HYHL It"IstaN Pressure Nnfigu Sii.na) (InswinglOutswing, XX or OXXO 5 PN-5520 iLarge Missile lmpedi Vinyl Fixed Wneaw 04J302025 Yes Yes Yes N/A Qu@,ty A—,—, A—bwdfor Us, A�avad for Use � 1 MuNmsla All Door and Wlndara Aluminum Muaons 05/26202G Yes Yes Yes NIA WnflgUretions) 8sa9 produstModal .Numh,arfaartw Product Description Cmlr,dEzagrMlOnDal, y�()Cjy outside HVHZ i3tslsibit Jn.a.ur. 12 I. Therma-Tru Fiber -Classic and Smooth -Star Nomnal 78#39',0 "Non-Impact". Glazed 12/31/2022 NO Yes No NIA 2 5764 Verticei Aiumnum Mumm 1Y31202a No Yes Yes WA Composite Edge Fiberglass Single Door (Inslning/OutrY ng; X oorti9urabon) 13 mThenrra-Tru Furor-Claasicand Snwoth-Star Nwnrral 7&03g:0"N.,lmp,a8quvt Glazed 12/31/2022 No Yee No NIA Composite Edge Fberglass Single Door with Sidelde(s) Qnewingicutsw nil, XO.. OX a OXO configurations) 14 n. Thson a-Tru Fiber.Classic and Smooth -Star Nkm1Y.1 88li 8,quotNor.Impraet8guot; Glazed 12/310022 NO Yes No NIA Composite Edge Fiberglass Single Door onswngfOutswbg; X configuration) 15 o. Therms-Tru Fiber -Classic and Smooth -Star Nbmirral 889WO"Non-Impact9quot, Glazed 12131=2 No Yes No N/A Composite Edge Fiberglass Single Door wkth sdelae(s) ofivmigla,tsw rig: XO, OX or OXO Florida Department of Business & Professional Regulation Page, d, Florida Department of Business & Professional Regulation Page 2d2 Florida Department of Business & Professional Regulation Page, 3d4 16 p. ThermaTru Flyer -Classic and Snxwth•sur configurations) Nominal 88#39;0 "Non-Impaa&ga.g[ Glazetl 12/31f2022 No Yes No N1A Building Codas and Standards Inp/2021 Building Codes and Standards t0A2021 Building Codes and Standards 3bs12o23 Composite Edge Fiberglass Double Door with or antlout Sldelites (InswinWOutsw rig, XX or OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) 17 q. ThermaTru Fiber-CMssic and Smouth-Sias Nominal 68#39:8":Noo-impad" Opaque 1213112022 No Yes No NIA - - - - hall - Composite Edge Fberglass Single Door with Transom(InswingJOutawing; 0lX configuration) 1 - _ - - -- - -- 18 r.Therms-Tru Fiber -Classic and Smooth -Star Nominal 68#39;89quot,Norr1mpact": Opaque 1213112022 Nib Yes No NIA S291 angry Or Rio 2412 CMS Panetta �,@ Code WlLsr 21Lt 211 Dare Pmdm 2111 Csde Entth or 22121 ,Pats Dale Pendnp 21!! Composite Edge Rbargl,ss Single Doorrnth V,,V- Manufacturer Conted Ed.[ -.,&License Vaadalsed av Submitted FSCAwmvai )jgggygg ` 1 lt Yard Manufacturer conted En�aav A Licerua Valkslm 9, Ya11JiYai 1ltiemaiW FBC Abomvel 'de >f&2tSti ARE Manufacturer S�aO ErMnavaLicxse FCC Amrmal .� Sidelw(s)and Transom(Inswing/0ufsvung. OIXO. O/OX or O/OXO Configurations) Revision 202C James Hartle mildng Preelcts. Inc. Chad D arbis V. Andrew Tan John "them. P.E. 01/05=24 12I42020 01,0 12021 ding FBC Appn Reusion 2020 Als,de Nick Thane". Lyndm F. Schmid, P.E. Ryan J King, P.E 02J152021 02fl5r2021 0212WO21 041132021 Approved Reviaim ZD20 GAF Michel Shah Robert Nheminen John W Kneacych, PE I W19f2022 12/17/7022 122WO22 02/0772023 Approved 10 s. Thermo-Tru Finer -Classic and Srrrooth-Star Nomiral6'88gvot.Non-Inpaa&quok Opaque 12131/2022 No Yes No WA Caregay: Panel WMI$ (900) 545-8359 PE-81662 (352) 367-2526 Calagdy: Panel Walk 1330) 922-2369 PE-43409 (813) 76,6555 Category: Roofing 1800) 766-3411 PE-59166 (954, 772-6224 Composite Edge Fiberglass Seigle Door vsih subcategory: chadxl-k.0j—.hud subcaegory; Soffits nlhanV—@alside com SabCaugory: Asphalt Shagh¢ mstM . in tipfco Sid@ke(s) (InsrAng/Outsvarg; %O, OX OF OXO Compliance Method: Evaluation Report hen a ecom Compnam, Mamod: Evaluallm Rayon from a Compliance Method: Eveluetim Report from n Continuous Heed and Sill configurations) Florida Registered Architect W. Licensed Fionds Force Registered Architect ore Licensed Fledde Floridae da Registed Architect a a Licensed Florida 20 t. ThermaTru Fib.,Cdsw and Smooth -Star Nominal 8'0>xst;Non-Impa t", Opaque 12l31/2022 No Yes No NIA Prdeisicnal Engineer Professional Engnem Prof —ion.; Engineer Composite Edge Fiberglass Single Door with Sidelite(s) (InawingrOuteverg; XO. OX or OXO FL013192-60 Predud, FLe15272-RS Products F l#10124-Rb3 jereduen 21 u. Therma-Tru Fiwr-Clamx and Smooth -Star Continuous Head and Sill confipulatwns) Nominal 68i39;88quot Non-IrtpaaBquot Glazed 12f3112022 No Yes No N/A Sea # Product Modal. Number QuMlty Assurarm Product Descrbtbn camact EzokMlon Dns Awrovedfor Use Approved for Use amlism D93k& Ou[@tle NVHZ H Resistant Pressure aW a Prbd Modal %.&. Me— OAK, Assursnce Rod buslppon Approved for use Approved for use 1 2ifdeD 1DNalaY AaswrlG Approved for Use Approved for Use ynpae[ poste Composite Edge, Fiberglass Single Doe with ct it a ct Coreract Cmlran-Dale N, HWZ dYtlda H1MZ Naalet ere Prow« eta a RoO t Mod@. harbor a Name Product Description contract Eullrallon Oahe 1 Qd11de HVMZ 9 assets" e Pressure Sldelte(s) {InsvAnglOulsvArg; %O, OX a OXO i CunplenN Lap Siding fiber -cement lap siding 12/J12023 Vas Yes N/A N/A 1 a. &pua;2T". 9omN Vent a Shctl Vinyl 8ds 12/312023 No Yes NO NIA 1 GAF AtpheR Roof 9hnples for use In FBC non-HVHZ Flbergass «iniace-0 3-tap, leminarotl, Stab and 1 Z/162025 No No Yes NIA N)A Continuous Fiend and Sill configurations) 2 Hard.Plank Lep Sidling fiber -cement lap siding 12012023 Yes Yes NIA N/A 2 b. &quct Allance T4&qud. Soffit Vent Or Sod Vmy1 Sde 12/31/2023 No Yes No WA "isdktlons hipirkdge eWh.1t shhrgles 22 v Therma-Tru Finer-Classicand Smooth -Star Nominal 88#39;0" Non-IntceaBquot. Glazed 12131l2022 No Yes No NJA 3 c.&qud:Greenbrier Vintage Beaded&S39. Sofft Vent or Sold VDyf Sala 12/312023 No Yes N. WA Composite Edge Fiberglass Single Doot wth 4 d. dqud:DS&qud; SaMt Vent or Sdfd V" Sale 12/3171023 N O Yea Nle NJA Sldeike(s) (I nsWfig/Outswirg; XO, OX a CXO 5 e. kqud;Chmter OakAquo1; Wlt Venter Sod Vinyl Sake 12)312023 No Yes No N/A Continuous Head and Sit mnfigurationa) 6 f Bqumsuper Spanaquot Soffit Vent, Slid Vinyl Safe 12/31r"2 NO Yea No N/A 23 w ThermaTru Fiber-Clasek and Smooth -Star Nominal68#30;88quot, Non -I mpacAquot Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglass Door Pawls with Vented adeiWs) (1nslsngfOutswrW, XX XXXa X.)= configurations) 24 x. ThermaTru FberClasm and Smooth -Star Nominal 8&#%;0" Non-1 rrpaciSquok Opaque 1213112022 No Yes No WA Composite Edge Fiberglass Door Panels with Vented Sidel"te(s) (I nsvAng/Outswhg; XX XXX or X)XX configurations) 25 y. Themla-Tru FOW-Cusslo and Smooth -Star Nomin 16'8&quct Non-Impad" Glazed 12f31J2022 No Yes No WA Composite Edge Fiberglass Door Panels Vdth Vented Sideiae(s) (I nawingtoutewig; XX XXXa X)= Florida Department of Business & Professional Regulation Page 1 of1 Florida Department of Business & Professional Regulation Page, elf Florida Departmara of Business & Professional Regulation Page I a ocnfigwations) Building Codes and Standards 10&2021 Building Codes and Standards IRr011 Building Codes and Standards rlar202, 26 z Therma-Tru Finer -Classic and Srtwoth-Star Nommal8':0&quctNon-Irrpad8quot Glazed 12/3 M22 No Yes No NIA Composite Edge Fiberglass Odor Panels vim Vented side Ws) (InsiNingfoutalMrg; XX, XXX ce XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail OoflflgUratigOs) 27 za. Therms-Tru Fiber -Classic and SrnoahStar Nominal 6'.8":Non-Impact" Glazed 12/31/2022 No Yes No NIA Composte Edge Fiberglass Single Door with 3':D .. Sdefde(s) onsaii glOutsv4rg; X0. OX or OXO- - -. configurations) Cgttt Entity or pat 2rt11 Date Panding his 1991 angry oir Felt tilt Cale Pending � Code liffift Or 2gt DIU Date Pending 20 26 zb Thermo-Tru Fiber-Clusk and Smooth -Sur NomimIS&939;88gt'Ot:Non-Irrlpad" Glazed 12/3112022 No Yes No NIA T�yq Ver@oC Contact Endreaer&License Vsbdated Sv Wficated submitted FSC Approval Aoupred Rgg Im Vavlor, Mvaufadurar Caglt_t Endrwv&Lkars VaNdalad is vwrm.d spez_ned FBC Accl )fovovd Ban, 1Type V,relan Manufacturr colael Nabm•v a License Vallddi By Validated BUOintltW PRC Approval MMpwd Status Composite Edge Fiberglass Double Door With ReNskn 2020 TAMKO Binding Products LLC Ken, Eden Robert Nieminen Jo F W. Kn—Ach, PE 101042020 0T292020 IOH22020 12152020 Approved RMsbn 2020 L V ThOmpsCn. Inc. that Thonpson Arcnite Ctural Tony Christman Zachary R. Pries, Steven M IAIch. PE o9'll'ao20 WI OR020 09r1212020 1Z15/2020 Apprpnnd R.\4— 2020 Flonda Metal Products Ire. Clark Janes James L Sucker. P.EQ Stevan M. Unch PE 0912?12020 OBr25Q020 10,042020 12J1rY2020 Approved 3'QSclelitorionswrnglOut—rig.. OXXO C@egay; RooMg (417)624-6644 PE-59166 1954)772-6224 Metals Cortpany(TAMC C, (813)248-3456 PE-74021 1717)317.8454 Category: RObtng t904783-8400 CBUCK en ) engineering (71?) 31�-8451 29 zc. ThermaTru Fiber -Class; and Srnwth-Star configuration) Nominal 8'o 8gud;NOn-Irrpaa" Glazed 1213112022 No Yes No WA &bCategbry: UMerleymends kemi_soarc emle. com Category: Rooting "Category: closing Accessories that are an tin gomelekooang can aubCatapory: Roofing Aceessaiea that am dmkgnamco.com PE-31242 Composite Edge Fiberglass Single Doe with 38#39,0 Complgnee Method: EWuatim Repot tom a Integral Part ofthe Robing System Integral Part afth. Rootng Sydam Complianw M•tliad: Evelualim Repot from e (Inswing/0utawlrg; XO, OX a OXOCompliance Fnaltla Rsyalerad Armdapt are ucenxa Florga Prdessipnd Engineer Method Evaluation Repot from a Florida Registered Archpect ora Licensed Flodd. 30 zit Thermo-Tru Fiber -Classic and Smooth -Star configurations) onfgurations) Nominal 88#38:08quo[:NoMmpaa" Glazed 12/31/2022 No Yes Na NIA Florida Registered Ararnmct as Licensed Florida Professional Engineer Composite Edge Fiberglass Double Door with PuF123234U Products Prdeeslana Engineer FL#2l5a3-R2 Products 3&139,0 Sidelines(InsWng/Out9Wng, OXXO Quality Assurance Acci for Use Approved for Lisa krgy,t pared, FLet a918-n3 Products 31 ze. Thama-Tru Fiber -Classic and Smmth-Star conliguratoni NJomirg1 aet" Shaker 12/31l2022 No Yes No NIA $SSa Product Model. Number or Nance Product Desah9dan Cardract Eaohalipn Date Outside HVHZ > pesNA vn,w« ntracty Assurance Use Apaovad forHV Use ADmIn !� Dsalgti Sine Predvct Moral. Numb, or Nam, Quality Assvance Product Dwcnotlm Contract Exarallm Dale, Approved for use Amraved for Use anDflCi Nh XVHZ pulsed, HVHZ � pr,swr, Edge Glued Sbrias eompoaae Edge Glazed Fiberglass SIngie Composts i TAMKO Rod Undenayments (HVHQ) Rod undedaynenh fa use'n FeC HVHZ u)<i/Lg2023 Yes No NIA NIA ii pr�uct MaaaY. Numberor him gppuct Dascriptmn comma F_xbaatim Dat, In NYHZ HVKZ �tside nVNi Resistant 3 3-FlAMC.08gIJa;RV10 Ridge Vent&qua: Auminum Ridge Veme for pitched rook fabricated 12J312024 g*y( y No Yes No N/A Door with or without lit".2 Sidelae(s) tun'd�rs 1 TAMCO Fla[ Tcp GfFRiOge Vent rah B.N. fur no 26 ga. slatio rmfvenbledor nth belle 0010912026 Yes Yes NIA WA from 0.025' Alurernim (InsvAngfOutswing; X. OX. XO or OXO configurations) 2 TAMKO Rod Uncerlaymenis (NON-HVHZ) Roolundedayrrents fa use in FBC nor iVHZ 06r192ti23 No Yes NIA WA 2 TAMCO Gomneek Vent 20 ga. 09K92026 No Yes N/A a0452.5 lunsdctions. 3 TAMCO Off -Ridge Rod Vent%0th Baffle 20g&static roofveWllata Fth integrated baffle 09/082026 Yes Yes NIA N/A 4 TAMCO Round Top Ott-Rkigo Vent wile Bathe fix Fic 26 ga. static roofvenblator with baffle OSM2026 Yes Yes NIA WA Florida Departrinent of Business & Professional Regulation page t of Florida Department of Business & Professional Regulation Page 1 as Florida Department of Business & Professional Regulation page 1 of Florida Department of Business and Professional Regulation Building Codes and standards WIM21 Building Codes and Standards 1,7rM21 Building Codes and Standards 34W23 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ] Yerskn Manufacturer entity.4I DfaLaet Ertotheer &License Validated IN on. Daft Me Pending 20 Validated submitted FBC Aoorord $falVa ig,la T,.gq Veralon Manufacturer fawn or Comae Enduoeer a Ucensa Validated ev 2311 )eta Validated SaaaanilteQ Data Pan&— Fse Amcor@ peas bgprgygy $MffigF Code 11zts. Y46L40 Alatttlractury 510ty or Contact FbduNer & Ubaase Vatltlated sy �L4 Plr3 Cat► Palaria J2g4 V auks t[I o ratio Amoyll t!! mowtl �yg FLg6259-R31 R, on2020 LOm.d. Katrina Jdley Junes L Buckner, P E Seven M. Urlch. PE I I232020 1232020 112£12020 Ong FBC Appn R.,A,m 2020 aural Reding Anderson Robin IAPMO Uniform Evaluatim Gary W Walkv 111032020 11K22020 11IW2020 Appro," ReWsw 2020 Global protection Products, LLC. Tim Robinson W.R.A. TtlaJr. P.E John W Knew ich, PE 09M2020 0910SM20 iml2020 12/15/2020 Appovad Code Estee ., ilLlgitlineer& � roan � � Status Category: Roofing (501) 983-6163 PE-11242 (717) 317-8454 Catagoy: Rooting (801)380-6091 Services LLC (205) 854-0160 Ca ,pay: SMuaen M541689.7545 PE-44167 (854) 772-6224 T, �l Version Manufacturer Contact Validated B, y Validated Submitted Pending 4,�Droved Approved S�at•gpiny: Roofing Acce.ec des that are an Integral Part me Roofing System Kielieyekxnanco.com SubCategory. Rooting Tiles RcbinMbersanCbaal.Ca m Panels MQ am.rdknsm�gppeM.co Revisionx!20 POLYGLASSUSA MauryAlpert, License JohnW. ID126r20201012212020FBC 12M512020 of Complianc•MWpd:EvalustionReporthome C ompilam•Membd:ErdualimReporthoma Product Evaluation Entry Complaints Wit CafnplWcsMetloe:EvpiantbARepOnbxne m Category: Roofing S9542331330Srnalpert@polyglass.com Robert Nieminen Knezevich, PE AW1131yal Florida Reaste«d ArchdataaLkensed Roroa Flonda ReglatareAPfohked a a Lkenaed Fbrlda profeesbnnl Engineer PE-59168 (954)772-6224 11101/2020 Professional Ehga ne FLr7aJS R1ZR its F7#17Z0240 Pretends Qualav Assurance Accrchred for Use Approved for Use 111am 2F� FLe150Te-ad Prodlds ComplianeeMethod: CompliUnderlaance QualityAsaeMxe Approved for Use Aborowdforyial kno Deslo] Aloe 16 Product ModL Nue, or Me— Sariny- Snake .Shle,CountrySale .SpetOld Engiiah Produa peacmiti„ Gohftl Exar@Ibn cat, rut Prarie-Denvm,CO 73,2020 In HVHZ Fb oaAMtle HVHZ Yas NIA N/A GlulnyAIRAMe Acar—dfor Use Aper—A for Use (nngpgt ossir, Evaluation Report from 212.E Pralso t Modal. Naanpar or Name Product 0—sedan Contract Etdration Date in HVHZ gyt R-start Prossw Thatch unrp: impact 1*29 Roducr ModN. Numb, or Name Product OeaMaWn, 9213MULK&W0111911221111kNWZ 0,asda HVHZ Qyslitunt )fie— a Florida Registered 1 Deck -A rl DA-4 o TRI-Built Dvd-Air DA-4 Lev Prose. Pdyprene opylPuatie. Rod Vent 12N02025 No Yes No -97.5/-97.5 17 Saxony 600 -Satre. Shake &: Spin Shake Flat Pro81e - Stockton CA 12131r2020 No Yes NIA N/A 1 20 Gage Gdven'Rsd See Storm P.n eh/ lVHZ Corrugated Oalvanized Steel Storm Panes retained 12/3121323 Yes Yes Yas WA }P Arch tLxx or a Licensed Mechanically Atecned to plywood Deck 16 19 Saxony 600-Slate, Shake &: Split Shake 8v y 700- Shake , Sl@e Samo, Spa Shake Flat Profile Rialto, CA 12131,2020 Flat Prdlle- Stockton CA 12t3i2020 No No Yas Yes NIA NIA NIA NJA 2 24 Gage GMYanized Seel atom Pane1sINHVHZ or not by Inds to paAtle he.--pdectio, Cum gated Gdvanlzed a" Storm Panelsretained 12/312023 Nib Yes Yes WA Flonda Professional 20 27 S.—y TOO-Shake,Sete&. Ste Shake T.I Espanalaamdma FlatPrpnk- Rialto. CA 121312020 High Prdle - Katy TX 12/312020 NP, 1'. Yes Yes N/A WA WA NJA ar,dbypacksIOprovidehurricanepaaalm Engineer 28 lolls L—Plone-Katy TX /2/31J2020 No Yes H/A N/A FLiIb�B-R31 Products •Qua(gyAllil anee AMMLY102ruea Contract Expiration In 14VHZ ARRMvadforUse Outside HVHZ jIDmo Resistant DON Pressure z U) SLqt Product Model Number or Nana Product Descir bilon, Doe 1 Polyyass Roof Underlayments Rooting underlayments 101`2112022 No Yes NIA +NIA/-622.5 1 Polyyass Roof Underlayments (HVHZ) Porygiass roof urAerlaymeMs for use in FBC I=312023 Yes No NIA WA ICU HVHZ lurladictima. 2 Polyyass Root Underlayments (non4lVHZ) Polygam roof underlayments, for use n 12f2312023 No Yes WA +WAI-622.5 FRO n.r HVHZjudsdiaiona. Florida Department of Business & Professional Regulation P 9 Page 1 of 1 Florida Department of Business 8 Professional Regulation Papa 1 d i FloridaFlonda Department of Business &Professional Regulation papa 1 d i 1 Polyyass Roof Underlayments (HVHZ) Polyyass roof Undeflayni for use in FBC12J2312023 Yes No NIA WA Building Codes and Standards 1252022 Building Codes and Standards ,n202, Building Codes and Standards trrr02, rNHZ)uriadku« s /L'�' 0- 2 Polyyass Roof Undedayments(non-HVHZ) Poiygiass roof uncerlaymets, for use in 12/23/2023 No FRO non-HVHZjudsdi:tla,e Yes NIA +NIA/-622.5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0— 1 Polyyass Roof Underlayments (HVHZ) Polyyass roof underlayments for use in F5012A2312023 Yes HVHZ jurisdidons. No WA NAA O _ F-01 :.: _ iialnu�u - :. 1$81774•al. - - - - - 2 Polyyass Roof Underlayments (non-HVHZ) Polyyass roof underlayments, for use in 1212YM23 No FBC nari-HVHZ jurisdiaiorm. Yes N/A +NIAI-622.5 Tore Version Manufacturer Entity or CA nteet Eiglneera UCEnae Validated BY jte p q pate Pending j Validated submitted FBC ADproval Approved status Ss9q largo Y,don MUHifatlurer _. Entity or C9Wagt Fgxam•v &Cesar• Validated lir 2* Fitt yM,ig,MM( Submitted one pendtaa FBC Amroral �P &pgg�g 5{�aS Code MenWaeturx - a Galt Pondng Fact _ 1 Polyyass Roof Underlayments (HVHZ) Polyglass roof underfaym arts for use in FBC 12123/2023 Yes No NIA WA Re+Sipn 21320 AllAmencan �lutera ding Glass Mice Barbieri Frank L. Bernardo PE Troy BishOp.PE. 10262D20 10/15l2020 11105/2020 12715l2020 Approved Revisits 2020 Aipine Slued Leials ICC Evaluagbn Semite. LLC WYgam M. Raniml, PE 10/3112020 1a2212020 11A752020 tiAI52020 AppOWtl �12! j(yryjgp Revision 2020 Calvnwdal Canada PtaOutts.me. Enal Emm�eer 4Llceras• V@Nlatatl as Racen Rabort GlliY Samuel A. Greenberg John Ha/ FaCDars Ya8W43 lid F12 Amroval j�pgrpydg 127182020 12l1612020 12i291Z020 tatus FBC ding FBC Amr, HVHZ jurisdictions. Category: Shutters (561) 712-9882 PE-0046549 (954) 947-0860 cat gi Structural Conp... In. (321) 710-3377 (407) 681.1917 Catagory:8trCmponerts i813)659-3707 PE-342d3 1352i Se8-5311 2 Polyyass Roof Underlaymentsmile Soon-HVHZ) Pdyglass roof underlayments, ,for use h 12/2372023 No Yes WA +NIA!-822.5 Subcategory: Storm Panels allamerbanshutte Subcategory. Truss Plates Navel al ar.com N P"O Prod PrDdud9lmroalced as n Result of precaalgatm@yenoo.com FBC npn+IVHZJurisdledona. Compliance Method: Evaluation Report iroma FloridaRegistered Archttectora Licensed Florida rs,com Product Evaiii.b. Entity ualiah ep oft omit Nes•Temnd NM Teeondc gir hen its Rcenxd Professional Engineer Products FLe19s9•RT Products PloAdalR gstelad Archkeat slledil pro a Flodda Professional Engnem O FLt1788114M Duality Assay— Abbrov,d for Use Abpovwf,use Ynusa Doi 774R8 RsMucis scot Product Model, Number "Name Quality Assurance Awroyealibr Use ApprovedImpact Design Product Description Contract Expiration Cape in HVHZ Outside HVHZ Resident Pressure I"fair gg 1 Product Model, Win . Number e ITW SCG/AlIone High- StrengthiHtamp ', S) Pro"OeseNolon Ooritract Etpenkn Dam Metal Connector Plate 12J312024 In HWZ Yes Outside HVHZ Yes NJA Pressure WA PLet Quality Assaresebe A—..d for use Amrov,d for use Ynpact 1 24ga Galvanzed Steel Storm Panels 24ga Galvanized Steel Storm Panels 12/312022 Yes Yes Yes N/A 2 ITW BCG/Alone Hinge Plate Metal Connector Plate 12/312024 Yes Yes NIA NIA 91 # Roouct Modal. Number a Hama Prod ct DescrbMon Contract Exdr#Ion One M HVHZ Outside HVHZ $p�jggt J�ggturts 3 4 ITWBCGINiPee Trulm ITIN 0CG/eJo. Wave, Metal Connector Plate 121312024 Metal Connector Plate IX3112024 Yes Yes Yes Yes WA NM NIA WA 1 CWadry Protestor Commercial Concwc Products P«cast and Prestressed Concrete Unlade 05262024 No Yes NIA NIA /ems W m U Q Florida Department of Business & Professional Regulation Paget of 2 Flonde Department of Business & Professional Regulation Peg, t a Florida Department of Business & Professional Regulation Falls ell 0— Building Codes and Standards 3MI 023 Building Codes and Standards 6114/20a Building Codes and Standards 906,1121 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L� Chi Entity or deli 20 gate Pending Rik Sa4de dgty or oat 291 Dine Pe,drm Jg(e Csffi effift ar 299 2111 Dace Penang 211.1 � W Type Vvalas ManuhWur, Contact eaWblsir&Li— Validated By VdlWatad Sabmgtad PRO Amrelad Approved 01103=23 12QW022 JIM312023 status AM--d jagggfga Manufacturer Weyedi—Seer Sffitet Endirs. &Lleene• VelldaYed lay Rob Baldwin ICC Evaluation Aervlce, LLC Lehrer, P.E. Yatmm.a 8r6milled FOC A—W Aparinteld Tyr.,t Vu@on Mmulacture, ass Elldnem a Lieenaeyalidalad av V,,IWWid Submitted FBC A —al At ad Mgr, Z Revision 202C MTek Inc. Calagay: structure; Canponmxs =ifi Ern Warn ICC Eva Oon Esnke, LLC ICC evauafi_ Service. 1952) 898-8635 LLC. Revidon 2020 Category: Shuaur@ Conpa,bris an (253) 824-6476 (606) 836-3288 02AD22021 10/13IM20 021OV2021 Approved Aftim,atbn 2020 Arena A ,.nfir , Ina. category: Pane, Wail Jose SRvn Luis R. Lamas Sevetl M. Urirh. PE i401i 509-2008 PE-62514 (717) 317-9454 1"IV202D I ill WOW 1112020X Approved Q au ay: Truss Pkrea Carpllanw MWtotl: Evaluation Repot Noma evaiden mli.com (205) 599-98% Subcategory: Engineered Lumber compliance Method: Evaluation Report from Buser coin Sd61s abnaalurxnunmc,I$yanC Product Evaluation Entity Produd Ev Iuibw Entity COmpllariea Meihatl: Eveluebm Repot home Compliance) Florida Regldensd Architect Or a Licensed Florida a.eam Products FLNW27Hrtl Products Profes.lanal Engneer Z Ft#219T4tf0 GualYV Aesraa— Aggedgidfa Luse Amrovad for Use L—W D.Wer, Quality Asuxalcs ApbroWe for Use Approved for Ust Imnazl Design F1.916544-115 products Q oats # Prbdnl Model. Number a HER Rod t Deacriodon Canonici Emindlm Date in HVHZ Out.id, HVHZ t,"art preasure SS# Rodcf Modal. Muni or Name Pradaci Desaid. Cabxt Esokalion Data i� Out" HVHZ $"Etuir Pleswre Asurnce ADoro lot Use Approved for Use posted J 1 M1GAH9 18 9a. AigA strength truss tannage plate 12131 i,b.024 Yes Yes N/A NIA 1 Microd9m LVL Laminated Veme• Lumbar OV312023 NO Yes N/A NJA ayg,q i3odrcl Mptlm. Nreaber or W lie, Pmacl Description Cprdraa Emvatlm Dal, rd,,d 4WZd y�Jj (JtAs11L HVHZ t� JRW,I,rt Praxwre �^s LL 2 M16SHS 18 ga. super high strength trots connector plate 12/312024 Yea Yes NIA NIA 2 Pavel— PSL Parallel Strand Lumber 03/312023 No Yes NIA NIA 3 MI 16 lags. trussca,nedapats 12131QO24 Yes Yes NfA WA 3 TimbwSoand LSL Lemseed Stand Lumber OU312023 No Yes WA NIA 1 Aloha Alumirwm Shctl Banp'. Veined Alum,num BORN Alpha Alumirwm Bald &: Vented Aluminum 071302023 No Yes No NIA 4 M718HS 18 ga. high strength hu6a connector plate 12/312024 Yes Yes NIA WA 4 TJ Ran Board structural Composite Lumber a oneniet, strano OU312023 No Yes NtA N/A CMu & Wood SoflW CMU & Wood NO. M120HS 20 ga. high strength V. r—ter plat. 12/3112024 Yea Yes NIA N/A Boar5 hoard RYStrand BoardSHEET 5 Weyae mhaeur Rim Board Oriented en1e0 stand Rim 03/312023 No Yes NIA NIA TLt8. Mills /8 ga-Wss cmnedor plates 12/312029 Yea Yes PIlA NUA 7 TL20. M720 N ga. trues connect, plates 12/3112024 Yea Yes NIA WA March 6, 2023 PA 1.1 I N Florida Departinara of B(alrm as & Profassianal RegWabon Pala+ a2 Flodde Department of Biomass & Prvf ial ional R"UaUm pw r a l Florida Departrnart of Budrleas & Professional Ptagulatlon P1 s 1 w t Florida Deplartnem of B(wineas It Professional FogWatlon Page i a i Building Codes and Stwx*ds ena2D22 Bubding Codes and Slarfdmds MW2102 Building Codas and Slandvds any Building Codes and Siariderds ena2o22 (a > V PApproval Appliotion Detail roduct Product Approval Appilartlon DOW Product Approval AppliCagarl Detail!Product Approval Application DaW ... 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N WMW a Narr Polkl0 servo &ngh rsrng W nmw 3r x g0' VI1yI NorWmPNd Bhgh Nrep W6bw WM2R022 IB1 VHZ ND Yes 1 W Hie +40t 4o $SaP 1 Mod L or Ill 80,010R0 i VkrA Rod wtrnow Oar X 7F) 111711612022 No Ym 1 rib � +251-26 Pro" NO" auebr w Narr mB! Apvawd her Uss Approved For Ua INN= PMO NH D4mstlen c44trwt Exskothe now in HVHL OPHr4h Nola Rai ij P-1110 O LL 2 Bows 10120 High Porwirrrrw&ngw Hung vhyi Hlbth Pwrhnrwnw 8irpw Nure TWn 0g12112027 No Yes No +5afw 2 PON is arwe si Hung Wnoar 04'[ 90' M"I Narfhraod Shah NCoIB WWW 07009=2 No Yes N) +43146 2 swift 1=0 160,00malosnw(TI)i 07115112022 NO Yes NO +2" 1 108ariw Fhng4Feom 10 Bon" lR' Forgo Hied Whdm =25=1 Yes V. 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MdNPadao 1fWbN FKADWVIO AAo rsw4d two AMratlon 27A Pees WrporeBDn Jos 14)"derf BarhM Whitlow aM Doh Jornnss L aUOmar, P.E. 07114r202D 07r1412020 O/RN2020 Apgwatl AfW,~ 2020 Per COrPwww Jm Hydr Soma % mn W. 6drah5 P.F T.E. W M PE. LLC 07rr4R020 070140=0 07=0020 AppwMd Aflr—Wn 20M Par OWP4rwfon Joe Hww end Window and Doe Jams L Bwdllhr, P.E. OT114(2p20 0Tf14Rp10 ail40R020 Appnwd caegwlr-wendM% rhbhvon MorxltewWASSOW&Wn CBUCKEngmerhp tell"Wr. Wndo" RobkwO PF-4136 (661)62"55 Cows" Exbrbr lows wo Robhn MNVIsO WAawwtlon CBUCKEMOVOhp aAmm.sarr-HWUWMaikw P41)12140M (1*1)48141227 aMGwr. agaHwwaaY &low M41)021 SubCdoger!,; Ill birWWWAwanb2w M41)MI400 (061)4B1-0g27 6raPdeaeo Mahad: 04r5rdwW Mork a L whg peawodumvpProwl@pe Cwewlres a~. enekmm Report from a palspoduabdWoVw®pe Camwhaw Wehef: C4rtl5wdon AmokorLbdnO aeawaeHapro,wl®po Ih.cem Fvye RegWWO Aronlvd or a Loomed Fvrlde Iv.wm Iv.wm PIa11161J0 Pseawa P,.twiawr Engbaw i Aq j (AYmm RI�LSiO�ila A VHZ A i 1 baud �dli�S RJ1ir 1 Pl1HMl)-RAPrerre gWUhL AerevN For Wes AerwM Pa Uw Is D�iLn �r j Prruw Mega. Muw►r Nrea 9M15arAglmlg $ i8g Aoo Jlr Au�Yo 4111•Yl r lih Y} ➢ai® 1 1 SOrlso 10"BIbhp Will V SWIrrg WrnpW(OX r XD, 7$-lf2•x00') OW2712023 No Yes No +3¢430 � Ptadow Medw.NueM or Noma kaun o In if OuaWtiYNZ ! !'� 1 to Saws 10ROf36 &NingOmo Door Vhyl 24Prw'OX' Sidra des IbW(W. W) 11(3D=l No Ya No +29-26 2 swim I= Sk4rp ww— Vkyl Brop wM+d" PY or 1q,11iR•:36ry 031280102a No Yes W +2&36 1 Shia 10 BONng W ndw 8eea 10 vw Floc" Saba Windims 052312031 No Yes NO WA 2 awls la'20 s mi Olw Nr nB nfl 0g (aldwBa, 34-4wos 0111211=2 N 8 le Paw Fhvd'C' Door NO y" No .3asa a says 1az6 Sidra 5vkdow vxyi eahp Wtww p(C74 Gila' x 6Ory a1R7R02a No Yes Yes rb W +ea3s 3 owhe 10=258WI OIw DOW rl x 81-,I2') Mryi 24Ww^OX'S ICM302021 0em4 Doh (Tl x 02.) No Ym 14, +351,33 4 Senes'am slim whom vxyi 9we wh ol" mx, i08• x 30') WQ7R028 No 4 Srkes 10"JM268gddreOha DDer 1MjA 9hlb Pwvl Fhvtl'O'Door (91dw6e, 47.1R•x aHf25/2@7 ed' N. Yes No +2M26 86.1Rry 11Ai�a331taird 0rW[Amerah4 AsswadM Us, AwmyW For We Ism Ma OKA bleAesLQ InHYHX Obhb Hylim !!odolmof Hn� 1 Slyin 180 or EnW pol MAN" Slog Oba Door Vay124"1-0X' SOV Taw Door(B5.1rTx 0e24=1 N. Yes W +20-25 g6- m 2 Servo I or Eraser Dow r^WVROV Caw Door VWA Balk Prowl Flxod 4 Dmr(Stlwm, 3}12-x 02/isam No Yes No +4(b40 a1.1?21 a rAawShft Glom D2.Pwnw swim tat: Fr Pro 6 Dor V1ne1rox• sllwng proar Our [ an 0&05t2022 N0 Vol w +3a35 4 Sam" IMr ErwrnpewrAvs"S0VOhm Doh Vbylawlhe Paul Fhvd'0'Der(Sdwaa 47-IVX W1612W2 No Yes M +2110411 wim.) gillb,ANiorm! Aearwed for Use Aeewmod M Ua imam gaft Awl i0..tl.YM QuIsIda RAdo 2 b1M■�e 1 sakes l30 r EnW mpss orma" SlwrlilCeps Door %W 24wnw rWC Snhp Caw Door ( &IM a 0(24r2031 N. Yes NO +21111.23 wIrlry 2 Was 1M w Eruornpw w*m lVMV Ohm 0 or Vh64 Bhgw Pawl Fbd•C' Door (WA MN 35-1rFx 02(igf2052 NO Ws rb +411040 51.1m 3 asye lap r EeMampsm aAVanS Svire Ohp DOOr Vhyl 2-Pallij 1w Skoog GYM ow 97 a 82ry 0504=2 No Yes ND +3" 4 Swim 130 r 6rsmpaa rAmml &bre Chu Oar VW BWIw Paw Form •C• Dax (Spam, 47-1W x 02fiORm NO Yes No +m2s ea•1m W ICU O L > CL CDL L U O s— U) �-� ca V m F- -0 O L w� Z� Z Q SHEET N0, March 6, 2023 PA 1 2 ■ - I - L---- 11 1 11 1 _ _ 1 11 1 1 1 1 L - - - - - -- _ 11 11- III _1 __ I I - II 1 1 11 - - I -I I _ l I I _ 1 1111111 RW IP' 1 I IL c- C/) CU N U -0 > 0 O OL Simpson Strop Tie 2020 FBC Approved Products p g- Pp Updated 7230202D Sim son Strop Tie 2020 FBC A roved Products p 9- pp Updated Sim son Strop Tie 20M FBC A roved Products p g- Pp Updated � Sim son Strop Tie 2020 FBC A roved Products p 9- pP Updated C O O ® For direct Inks to all SST approvals listed beltuv, CLICK HERE � For erect %rids to all SST approvals died below, CLICK HERE. � For direst Inks to HII SSTs rOVfl15 %Sled below, CLICK HERE. PP � For erect Inks to all &3T approvals listed below. CLICK HERE co For additional information regarding Florida's Statewide Product Approval System and Mari -Dade County Notice of Acceptance INCA). CLICK HERE. o For additional Information regarding Florida's Statewide Product Approval System and Marri-Dade County Notice of Acceptance (NOA)CLICK HER n For additional informaton regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA). CLICK HER For additional Information regarding Florida's Statewide Product Approval System and Marl -Dade County Notice or Acceptance (NOA). CLICK HERE. FL#,2355-R7 FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3- 0 9116" and heights ranging from 4-5116" to 11". Concealed flange U Sea # Product Model. Number or Name Product Description Sea M Product Model. Number or Name Product Description 32a x Product Model. Number or Name Product DescriWon version (HUSC) available for models having width equaltb or O O "L 1 Then Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 HT, BTB, 8TH 8rickTies greaterthan 3.9/16". O L O 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.7/8" to 3 5_C _ c 3 APB44, APB44R, APVB66, APB66R, APB88, APB88R, AP61010. APB101OR, APV644, Outdoor Accents Post Bases 3 C514, CS16, CS18, C320, CS22 Coiled Straps 5f8" and heights ranging from 9.1/4" to 16' c O L _ FL#9509-R6 APVB44R, APVB66; APVB66R, APV688, APV888R, APV81010, APVB101OR 4 CSHP16, CSHP2D Coiled Straps 13 LGU3.25-SDS, LGU3.63SDS, LGU525-SDS Face -mount hangers - (a O -6-a 14- ICU 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CornpressanlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers CU O cl) 0 > Sea # Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate be 15 LUC267, LUC2107 Face -mount hangers N . E O 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61 OR Outdoor Accents Heavy Hanger 7 111, H10A, H2.5A, H3, H6, H7Z, H16, H16S, H16-2, H18-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- 6L-i cn ly L Q 2 SD9112, SD9212, SDI0112, SDI 0212 Strong -Drive SD Connector Screw B APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown SM" and heights ranging from 3" to 10-15116' ® (n O �" 3 5D9112SS, SM212SS Strong-DriveSD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SIDS, MGU5.50-SDS. MGU5.62-SUS, MGU7.00-SDS Face -mount hangers (� �� ��/-1r 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1 5, HSS2.2-SDS3, HSS2-3SDS3, HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9115'to 5- �..i v) Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z. CBT4Z Concealed Beam Ties 11 HST2, HST3.. HST5. HST6 Straight Straps lis" and heights ranging from 6-15116" to 19-112". e M 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30. HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers ci to SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ, HTS020KTZ Heavy Twat Strap 20 SUR. SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from - a N 6 SDHR27400, SDHR27614, SDHR31400, SOHR31614 Strong -Drive SDHR Combo -Head Screw/ 12 IDS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9/16" and heights ranging from 3-1 h 6" to 13-31 h c 2?c 7 SDS25112, SDS25134, SDS25200, SOS25212, SDS25300, SDS25312, SOS25412: Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12: LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all do 'a t SDS25500. SDS256DO, SOS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; on ly acute flange is conceal. Q y so 8 SDS25112SS, SDS25200SS, SOS25212SS, SOS2530OSS SDS2531.2SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1: GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-91 C' 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong-DriveSDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A.2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTSIQ LTS1B, LTS20 Light Twist Strap Wand heights ranging from 2-518"to 11-114", o' C" c 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48; MST60, MST72 Medium GirderTiedown Straight Straps Q FLUIOD07-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15, MSTAI8, MSTA21, MSTA24, MSTA30, MSTA36: MSTA49 Straight Straps FL#10667-R6 y 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps i O Sea X Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSiC86133 Pre -Bent Straps §MA Eoduct Model. Number or Name Product Description _ m 1 ATR318, ATR112, ATR518, ATR3/4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTI6O, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATU014-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS3Q MTS30C Medium Twist Strap 1/8" and heights ranging from 7-118" to 30'. m 3 BP318-2, BPI/2, BP112-3, BP5/8-2, BP516-3, SP3/4, BP314-3, BPRTU03-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSS728RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA2x10-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in vidthe ranging from 3-516" to 7- a 4 CNW318. CNW1t2, CNW518, CNW3/4, CNIW518-1/2, CNW514-518 Coupler Nuts 25 LSSR1.81, LSSR2,1, LSSR2.37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUD56, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML282, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, 614, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SPB Stud Plato Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTU03B, RTUD4, RTUD4B: RTUD5: RTUD6, RTUD7, RTUD6 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH14, SPHB, SPH8 Heavy Stud Plate Tie Siff" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLL1210. MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, S84.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in vddths ranging from 5-1/4" to 8. 9 TUW3B Take -Up Washer 31 RBC. RBCP Roof Boundary Clips 33 ST9, ST12, ST18. ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 7f8" and heights ranging from 11" to 32-1/7'. 10 URS3 3/S" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 1820, TB27, TB30, T636, TB42, T048: TB54, T056: TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TW612, TVYB14 Wall Bracing 114" and heights ranging from 11-114" to 37'. 12 URS5 5/8" Uplift Rod Run Tiedown System 34 STC. STCT, DTC. HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" 13 URS@ 314" Uplift Rod Run T'redown System 35 TJC37, TJC57 Truss Jack Clips 37 W8108, W6106C, WB126, WB126C, W6143C Wall Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- I/B" and heights ranging from 11"to 32'. FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- FL*J0447-R5 112" and heights ranging from 8" to 30" sec # Product Model. Number or Name Product Description Sea X Product Model, Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-7/8" 1 DTT2 Hold-down Sag # Product Model, Number or Name Product Description 1 C13H2.37x5.5, CBH2.37x7.63, Cf342.37x9.75 Concealed hangers and heights ranging from 10-1/2" to 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHSTF) hangers 11 HGLT series hangers Top flange hangers available in Widths ranging from 3-114" to 8- 3 HDQ8; HHDQ11, HHOO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1 -WI S" to 3-9118" and heights 7/8" and heights ranging from 7-1/7'to 32" 4 HDU2, HDU4, HDUS, HOU6, HOU11: HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.1/8" to 23.15118". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25SDS, HGU5.50-SDS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from I X'to 33" 6 LSTHD8, 1_STHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411,81, HHRC44, HHRC5.25f325, HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SOS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5118" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7- 9/18" and heights ranging from 18"to 26", 8 MPA132, MRA144 Strap -style purlin anchor 6 HRC1,81, HR022 Hip Ridge Connector 318" and heights ranging from 5-5/15' bo 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 9 PAIS, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS: HHGU5.62-SDS, HHGU7 OOSDS, HHGU7.25-SDS, Face -mount hangers 3-9116' and heights ranging from 5-318" to 13-1/8". 1D PA118, PA123, PA128, PA135 Strap -style purlin anchor 8 LSU26, LSSU26, LSSU210 Light SlopeablelSkewable U Hanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 11 STHD10, STHD1 DRJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, H HUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 1/2" and heights ranging from 3-7/16" to 15". Concealed flange 12 STHD14. STHD14RJ Strap -style hold-down 10 TC24. TC26, TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA216-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". THAC422 THA426, THA422-2, THA426-2 1/8" to 5-1M" and heights ranging from 4-314" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 12 THAI1.81f22, THAI2.06122, THAl2,1122, THA1222, THAI322, THAI3522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5.318" to 28" 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange is concealed 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU26, HTL1210, HTU26-2, HTU28-2, HTtl210-2 Face -mount hangers 1/2" and heights ranging from 5-3/8" to 32' 15 THJM2-4-SDS3, THJM2-5SDS3, THJU26, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 16 ITS seres hangers Top flange hangers available in widths ranging from 1-9/16 to 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.7/8" to 19.114". Concealed flange SJ8" and heights ranging from 9-118" to 16' 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights 18 VTCR Valley Truss Clip greater than2-9116" ranging from 5.3/8"to7.14' 10 HUC01.8119-SDS, HU001.81111 SDS, HUCO210-2-SDS, HUCQ210-3-SOS, HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HUC4410-SDS, HUCQ412-SDS, HUC05.25r9-SDS, HUCQ5.25/11SDS, HUC0610- ranging from 9-3116"to 13-118" SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated IM012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213W2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213(#2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 1213W020 ®For direct Inks to all SST approvals listed belay, CLICK HER For direct Inks to all SST approvals listed belay, CLICK HERE. For direct Inks to all SST approvals dsied bomv, CLICK HERE. For direct Inks to all SST approvals listed belowl CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance (NOA), ryl iru HFaF, » For additional information regarding Florida's Statewide Product Approval System and Marti -Dade County Notice of Acceptance (NCA), CLICK HERE. . For additional information regarding Florida's Statewide Product Approval System and Marni-Dade Canty Notice of Acceptance (NOA), CLICK HERE. .. For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), CUCK HERE, 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#114W-R5 18 S113V1,56, VLBVI.81, S1LBV2.06, SlLBV2.37, SILBV2.56, S1LBV2.68, S1LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-118" SABV3.56, S1LBV3.62, SILBV4.06, S/LBV412, SJLBV4.28, SLBV4.76, S/LBV5.60 6 Strong -Bolt 2 (ST62, STB24SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights Sea X Product Model. Number or Name Product Description 19 SiLTT20, S/DTT2Z, SIHT7I4, HTT4, HT75 Holdowns steel and Types 30.4 and 316 stainless steel ranging from 9-SAS" to 13-118" 1 HHUS210-3; HHUS210-4 Joist Hanger 20 S1MST60, VMST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSBSS) Then HO Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HR56, HRS8, HR512 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-1/2". 3 HUCQ210-2-SDS, HUCO210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, OSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC. DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1t2" 5 THG02-SDS3, THGQ3-SOS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDSB Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HO Rod Coupler (TH037634RC, THD50934RC) Than HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in wwdths ranging from 1-9116" bD 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Trish HD Threaded Rod Hanger (THDB25158RH, THOB37158RH, TH037212RH, Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-114" to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All g (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7. V&' FL#11473-R5 FL#13904-R5 CD 27 RR Rope rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Sea # Product Modal Number or Name Product Description Sea !f Product Model. Number or Name Product Description FL#16230.R8 116" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4 82SDSG, CCTQMS.50-SDSG, CCCQM3.62-SDSG, CCCQM4.62-SDSG, Sea # Product Model. Number or Name Product Description 3 HIS, HIBS,H15-2,H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XPHigh-Strength Acrylic Adhesive for concrete or masonry FL#lOWO-R5 4 HEI-Al2, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G.KT, ECCLQM4.62G-KT, ECCLQM5.5OG-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhes"for masonry 5 HETALI2, HETAL18, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT, ECCLRQM03.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea III Product Model. Nuts leer or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA46, ABA46R, ABA66: ABA68R Adjustable Post Base 7 HHETAf6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM525, HGUM5.50, HGUMTOO, HGUM725, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Then 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ASU46, ABU46R, ABU5.5, ABU5.6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 4 LGUM26.2, LGUM26.9, LGUM264, LGUM28-2, LGUM28.3, LGUM284, LGUM2ID-2, Masonry Beam Hangers 6 Titen HO (THD-H4SS, THD-H6SS, THD-CS6SS) Then HD Heavy -Duty Screw Anchor for concrete available in 304 ABUSBR, ABUI010. ABU1g10R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 ABW44Z. ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ. ABV 7-7 Adjustable Post Base 10 META12, META16, META18. META20, MSTA24. META40 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.1219.25, MBHA3.12111.25, MBHA3.561725, MBHA3.5619.25, MBHA3.56/1125, MBHA3.56fl 1.88, MBHA3.56I14, MBHA3.56/16, MBHA3.56A 8, MBHA5.5017.25T Masonry Top Flange Beam Hangers 7 Titan Turbo countersunk head. :Z 4 AC4, AC4R, ACE4, ACB, ACBR, ACE@ Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2-2/4. BCS2-316 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5 50f11 25, MBHA5.50111.88, MBHA5.50J14, MBHA5 50MB, 6 C944, C646, CB48; CB66, C868 Embedded Column Base MSHA5.50118ICU 7 CBSQ44-SDS2.. CBSQ46-SDS2, CBSQ66-SDS2. CBSQ86-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MSHU3,56I9.25, MBHU3.56111.25, MBHU3.56I11.88, MBHU3.56114, MBHU3ZO/16, MBHU3.56118, MBHU5.5019,25, MBHU5.50111.25, MBHU5.50111.88, MBHU5.50/14, Masonry Beam Hangers FLVIW37-R3 8 CC, ECC, ECCU Series Bolted column caps with WI ranging from 3-114" to 9-1t2" and FL#11496-R5 / 1Af2 ranging from 3-5f8" to 7-1/2" MBHU5 5011S. MBHUS50118 Aggj Product Model. Number or Name Product Description O 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series Screvved column caps with W1 ranging from 3.1/4" to 0.112" and Sea # Product Model. Number or Name Product Description I X34131016.5K; X1S1016, Xi RI018.4K, X01$1016, XQ1 B10164K 410-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L� W2 ranging from 3.518" to7.112" 1 DTT1Z Deck Tension Tie Drill Point 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13976-RO 2 XLQI14T1224, XLQ11421224-2K 412-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping ^ 11 EPB44A, EP544, EPB46, EPB66 Embedded Post Base Embedded Post Base 3 4 HD3B, HD58, HD713, HD9B HTT4, HTTS, HTT5.314 Bolted Holdowns Tension Ties Se !1 Product Model. Number or Name Product Description 3 XMQ114S1224, XMQ114B1224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 912-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 12 13 EPS4Z LC644, LCB86 Embedded Column Base 5 LTT19, LTT2UB, L7T131 Light Tension Ties 1 SDW22300, SOW22338, SOW22438, SDW22458, SDW22500, SOW22600, SDW22638, Strang -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC42, LPCBZ Light Past Cap SDW22834 4 X0114S1224, XQ114B1224-2.5K XI14S1224, XQ1I2S1224, XQ112B1224-2K 412-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6 Drill Point V 15 MPB44Z, MPB66Z, MPB88Z Moment Post Base 2 SDWC1545O, SDWC156D0 Strong -Drive SOVVC TRUSS Screw 16 PB44, PB44R, P846, P666, P886R Embedded Post Base FL#13626-R5 3 SDWH193OODB, SDWH19400DB, SDWH1960ODB, SOWH19800DB, SDWH1910WDB Strong -Drive SDWH TIMBER -HEX Screw 5 XU34S1016, XU34B1016-5K #10-10 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PSS46, PBS86 Embedded Post Base 4 SOWH274ODG, SOWH27500G, SDWH278000, SDWH271000G, SOWH2712OOG Strong -Drive SDWH TIMBER -HEM( HOG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Sea # Product Model. Number or Name Product Description SB Anchor Bolts 5 6 SDWS16212, SDWS16300, SDWS16312, SDVVS16400 SDWS19600, SDWS19712, SDVVS2241)0,SDWS22500,SDWS22512, SOWS22800. Strong -Drive SOWS FRAMING Screw Strong SOWS TIMBER Screw Grade) O 19 PC44-16. PC46-18, PC48-18, PC64-16, PC65-16, EPC44-16, EPC46-16, EPC48-1B, Post Cap 1 SB518x24, SB718x24, S81x30 -Drive (Interior EPC84-16, FPCBS-18 2 SSTB16, SST620, SSTB24, SSTB28, SST834, SSTB36, SST81 &L, SST620L, SSTB24L, SSTB Anchor Bolts SDWS22800, SDWS22900, SOWS221000, SDWS221IOQ SDWS221200, SOWS221500 FL#35320-RO 20 PC4Z. PC41RZ, PC6Z, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, Epcez, EPCBRZ. EPC8Z, Post Cap SSTB28L 7 SDWS22300DB, SOWS22400D8: SOW522500DET SDWS22600DB, SDWS228OODB, Strong -Drive SOWS TIMBER Screw(ExteriorGrade) EPCBRZ SDWS221000DB ,§gag Product Model. Number or Name Product Description 21 PPB44-4Z, PP1344-6Z Post Base 8 SDWS22312088, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSC846, DSSC848, DSHS Bypass Framing Drift Strut Connector wjnr 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS2740OSS, SDWS2750OSS, SDWS27600SS, SDWS2780OSS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FC645.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Faced -Clip Connector SDWS271000SS, SDWS2712DOSS 3 FPHSD34S1016, FPHSD3481018, FPHSD34B1016-5K_. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- V San 0 Product Model. Nuts bar or Name Product Description 1D SDVVVI3400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214. FPHSD34B1214-5K Drilling, Tapping Screws ICU FL#10066-R5 1 2 CMST12, CMST14, CMSTCI6, C814, CS16, CSIS, C820, CS22 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24. FHA30, MST126, MST136, Coiled Straps Straps 97 mil (12 ga) 11 STN22 Outdoor Accents Hex -Head Washer 4 5 LSFC2.25, LSFC4.25, LSFC625, SFC2.25, SFC4.25, SFC6.25 LSSC4.25, LSSC6, 25, SSC2.25, S.SC4.25: SSC6.25, MSSC2.25, MSSC4.26, MSSC6.25, Steel Framing Connector Steal Stud Connectors Sea # Product Model. Number or Name Product Description MSTI48. MSTI60, MSTI72, 5lMST27, S1MST37, 5lMST48 HTS30, HT530C Heavy Twist Straps FLIM 5363-R3 6 MSSC425KW, MSSC6.25KW RCKW3, RCKW5.5, RCKW7.5. RCKW3S, RCKW5.5S Rigid Knee Wall Connector 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (1S ga) 7 SC843.5, SCB45.5, S0647 5, SCB49.5, SCB4115, MSC645.5, MSOB47.5 Bypass Framing Slide -Clip Connector n 3 GH46-6, GH46-8, GH48-0, GH48-8, GH410-6. GH410-8, GH66-6, G H66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST21151 ST2215 Straps 33 mil (20 go) Sea X Product Model. Number or Name Product Description 8 SCS32-5197, SCS62-5M7, SCS62-5/118, SCS82-5/118 Bypass Framing Connector a■ 8, GH610-6, GH610-8 6 LSUSH3.25, SUBH3.25, MSUSH3.25 Bridging Connector 1 AS 18, AS 18SS; AS 18S@ 18 ga. Truss Plates 9 SCW325, SCW5.5 Head -of -Wall Slide -Clip Connector r 4 GL85A, GLB58, GLB5C, GLB5D, GLB7A: GLB7B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC825, SJC10,25, MSJC825, MSJC10.25 Steel Joist Connectors L 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBTS20, GBLTS20 Glulam Bearing Plate 8 LTS1Z LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 XLSH34B1414, Bypass Framing Slide -Clip Strut Connector O ICU 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224.. ST9, Sr12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH7801414 #14-14 Strong -Drive XLSH Shouktered Self -Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 10 MSTC68, MSTC78, STS238 Straps 68 mil (14 go) Screws LLJ 8 UFP10-SDS3 Universe Foundation Plate 11 MTS12, MTSIS, MTS18. MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 X01S1016, XQ1 B1016-4K, X01S1214. X0181214-3.5K, X078S1224, X07881224-3K, 410-1Q 412-14. and 912-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 Sr61.56, SIBI.81, SIBZO6, SIB2.37, SIB2.56, SIB2.68, SIB3.12, S/83.56, SIB3.62, S1B4.06, Top Flange Joist Hangers FL#15730-Rill XQ114S1224, XQ11491224.2.51<, XQI 12S1224, X0112B1224-2K, X3461016-5K, X1S1010, X181016.4K; X1S1214, X181214.3,5K Tapping Screws 13 SB4.12, S/B4.28, S/B4.75, SIB5.50 SIBA2.1218, SIBA2.12110, SIBA2.12112, SIBA2.12114, S/BA4.1818, SIBA4.18110, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z J SBA4.18112, SlBA4.18/14 1 ET -HP Adhesive Anchor for concrete Z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 SHOBS, S1HD8B, SIHD10S, S/HO10B, VHD15S, S/HD156 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINMIP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 SHDU4, SIHDU6, SIHDU9, S1HIDU11 Holdowns, PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 -J 17 SIJCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete d SHEET N0, March 6, 2023 PA 1 3 ■ MIAMi•OAQE MLJ%4' Q-DADECOL':3Ti' PRODUC TC ONTROL SECTION 11905 SW 26 Stree[ Room 208 DEPARTMENTOF REGULATORY AND ECO-NO111C RESOURCES M-ER) ?Alan; Flonda 33175-2474 BUARDAND CODEAD3FfWISTR nONDrt'IMON i{7S6)s15-2590 Fi786)315-2i99 NOTICE OF ACCEPTA- CE (NOA) wvrvt.aiasnjdade.taVeceaotas PGT Industries, Inc. 1070 Technology Drive. North Venice. FL 342 7 5 SCOPE: This NOA is being issued under the applicable rules and regulations m-i veining the use of c aastructlonmaterials. The documentation submitted has been re`-iewed and accepted by hfiami-Dade County RER -Product Control Section to be used m MiamiDade Ct?lmtury and other areas where allowed by th a Autmty I avWg Juri1ActLou (.11j). 'This NOA shall not be valid after the expiration date stated below- The Nlaanu-Dade County Product Control See ion (In vfsamiDade County) andorthe AHI (in area sodierthanMiamiDade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the a ccepted manner, the manufacturer will incur the expense of such to sting and the AHJ may immediately rev, oke _ mo di fy. o r suspend the use of such product or material within their Jurisdiction. RER reserves the right to revoke this acceptance_ if it is determined b0hami-Dade County Product Control Section that this product or serial fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code. including the Hi e)i Velocity Hurricane Zane. DESCRIPTION: Series "55 7a`2770" Vinyl Slidbw Gla ss Door (Reinforced) ts,*o 900 & 1350 corners L -M.I. AP 01:U DOC€ SIENI': Drawing No.'MD-5570.0 Rev B.. titled "Vinyl Sliding Glass Door NOA (I_%1)' _ sheet 1 through 21 of 21, preparedbc mantifacnirer. dated lt?+t}5115 and last revised on 02.01;21. signed and sealed by A_ Lynn Miller. P_E_ bearing the Nfiami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Nfiami-Dade County Product Control Section. MISSILE WPACT RA`Ir G: Large and Small3fissile Fact Resistant Limita tioits: I. See table 1 (sheets and table 2 (sheets forapplicable SGD unit sizes. design pressures_ reinforcements types. glass types, silt riser (see tables B-1 & B-2 _ sheets 7-8) and anchor layout sheets requirements in I 1 thru 16_ '. Rigid Mite P%7C, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA"s requirements. 3 _ Egress operable doors must comply with min clear width or height per FBC requirement. as applicable. 4. Pocket walls under separate approval to be reviewed by Building official L A.B£LLNG: Each unit shall bear a pennanent label with the manafactur& name or logo. city. state and series and following statement: "Miami -Dade County Product Control. Approved". noted herein RENEW-U of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negati-ml_y affecting the performance of this product_ TERN ATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials. use, and'os mianufacture ofthe product or process. Misuse of this NOA as an endorsement of any product. for sales. advert w g or any otherpurposes shall automatic ally terminate tlhis NOA. Failure to comply with any Section of this NOA shall be cause for termination and resmrval ofN0A. AD17ERTISE-N ENT: The NOA number preceded by the words ?Miami -Dade County. Florida, and followed by the expiration date maybe displayed in advertising literature_ If anyportion of the NOAis displayed. then it shall be done in its entirety. L`+SPECIION: A copy of this entire NOA shall be pro-Med to the user by the manufacturer or its distributors and shall be available for inspection at thelob site at the request of the Building Official. This NOA r evises & reneuvs NOA 420-0429.05 and consists of this page I and evidence pages E-1_ E-2. E-3. E-4. E-i & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda. P.E. NOA No. 21-0-109-03 raurtEt>axtECCUN7'r' Expiration Date: April I1, 2025 Approval DatL-Alarch 2F20'.1 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: E171DE- CE SUB -NUTTED ?. Evidence Submitted under precious submittal A. DRAWINGS 1. Drawing No_ 11ID-5570.0 Rev B_ titled ' Vinyl Sliding Glass Door NOA (Lill)`". sheets 1 through 21 of 21 _ prepared by manufacturer. dated 10.105:15 and last revised on 0422.20. signed and sealed by A_ Lyon Miller. P.E_ B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 20�-94 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC. TAS 203.94 along with marked -up drawings and installation diagrams of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsi1791 and Dowsil 983 silicones. prepared by Fenestration Testing Laboratory-. Inc.. Test Reports No.: FTL-7897, PGT PU15520 PVC Fixed Window (unit 6 in proposal). dated 09 03;14 FTL-20-2107.1, PGT SGD780 Ahanminutm Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT C A740 AIum. Out"ving Casement Window (unit 8 in proposal) FTL ?0- 2107.3. PGT PW7620 A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW7620A Aluminum Fixed Windcu, (unit 10 in proposal) dated 07,13,20. all signed and sealed by Idalmis Ortega. P.E_ C. CALCULATIONS 1. Anchor verification calculations and structural analysis. coamphmg with. FBC 71 Edition (2020)- dated 04:'221,20_ prepared by manuafacturer_ signed and sealed by AnthonvLynniNMcr_ P_E- 2 . Glazinj complies with ASTMM E 1300-04. -09. -12 and -16. D. QUALITY ASSURANCE Miami Dade Department of Regulatory.and Economic Resources (RER). E. 3LATERLAL CERTIFICATIONS 1. Notice of Acceptance Nio.19-0305.02 issued to ICuraray America. Inc. for their "Trosifolg Ultraclear. Clear, and Color PSB Glass Interlavers". expiring on 07 08,24. 2. Notice of Acceptance No.17-0803.02 issued toICurarar America. Inc. for their " SenttTGhs* (C lear and Rllite) Ghss Intalayyers . expiring on OT,04r23. 3_ Notice of Acceptance No. 18-110610 issued to Vision Ex1ruusions Lnuited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Rindows and Doors". expiring on 09, 30.2.4. 4. Notice of Acceptance No- 18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and kahter shades ('•ion-X%1ite) Rigid Cellular PVC Exterior Extrusions for Windows and Doors". expiring on 12129121. Ishaq I. Chanda. P.E. Product Control Unit Supervisor NOA No. 21-i3205.03 Expiration Date: AprA 11, 2026 :approval Date::4farch 25, 2021 E -a PGT Industries. Inc. NOTICE OF ACC'EPTA.NCE: EVIDENCE SUB-MITTED 1. Evidence submitted under previous N OA A. DRAWINGS 1. Manufacturers die drawings and sections. (Submitted nndcr 0A.'pia. 11-0107 04) 2 Drawing No. AID-5570.0. titled --Vinyl Sliding Glass Door NOA (LN1y'. sheets 1 through 21 of 21. prepared by manufacturer, dated 10•0515. with revision A dated 04'05 I7, signed and sealed by A. Lynn Miller_ P.E. B. TESTS 1 _ Test report on 1) Uniform Static Air Pressure Test. per FBC_ TAS 202-94 2) Large Missile Impact Test per FBC TAS 201-94 3) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 alone with marked -up drawings and installation diagram. of L 1 sliding glass door. prepared by Fenestration Testing Lab, Inc.- Test Report No. FTL 8717. dated 12,107 15_ signed and sealed by Idalmis Ortega. P. E. (Test report revised on 0211516 and 0' 24.' 16) ?. Test report on 1) Air Infiltration Teat. per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test. per FBC_ TAS 202-94_ 4) Large Missile impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test, per FBC_ TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass. door, prepared by Fenestration Testing Lab_ Inc._ Test Report No. FTL 8546, dated 1106:' 15_ signed and sealed by Idalnmis Ortega. P E. (Test report revised on 01.0416 and 0211,2016) 3. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test_ per FBC. TAS 202-94 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test. per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door_ prepared by Fenestration Testing Lab, Inc.. Test Report No. FTL 8547. dated 12.04?157 signed and sealed by Idalmis Ortega, P_ E. (Test report revised on 02;15-16) 4. Test report on 1) Air Infiltration Test. per FBC, TAS 202-94 2) Uniform Static Asir- Pressure Test, per FBC_ TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94 4) Large htissiie Itltpatt Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram. of vinyl sliding glass door. prepared by Fenestration Testing Lab, Inc.. Test Report No. FTL W548. dated 110415. signed and sealed by Idal aiis Ortega, P_ E_ ('Test report revised on 01,10446 and 0211 16)_ hhaq L Chanda. P.E. Product Control Unit Supervisor NOA -No. 21-0205.03 Expiration Date: April 14, 2026 Approval Date: March 25. 20:1 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. -Ni.ATERLAL C"ERTffIC ATIONS (continue) 5. Quanex Part Sumer Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-ffi, hr.-ft=-GF, ASTMS F 1249 );N'IR=Pass. ASTM D3985 Oxygen -Pass, ASLM E 2190 I.G. Durability -No Fog -Pass. (SubinNed under pre -Boris V0_4 A-6.1 5-0409 05) 6. Quanex Part Duraseal complying with ASTMI C5IS Thermal Conducth ty 2.21 BTU, -in' hr_-ft=-°F, AST14f F 1249 WITR-Pass_ ASTMS D 1434 Argon Pernreance-Pass ASTMS E 2189 I.G. Durability -No Fog. ASTM E 546 Dmv Point Dmvloptment -20OF in 48 hrs_ (Subm irted under ,V0_4 N-a. 1 "409.05). 7_ Vision Extrusions_ Ltd_ Parts complyng with PVC-AANrfA 303-13. Voluntary Specification for Rigid Polyvinyl CT1lmde (PVC) Exterior Profiles for Vision Exxtnisions. Ltd. Z'EX-1 by A.AMA Fenestration Exterior Profile Certification Program (.9tibmilled rimier NO--1 No. 1 f- 0409.0a) 8_ Vision Extrusions- Ltd_ Parts complying with PVC :4AMA 303-13. (3ribrit i11ed rnrde r V O-4 No. 1 a-04'09. 05( 9, PVC -AAMA 303-13. Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions. Ltd. -VEX -I by AAMSA Fenestration Exterior Profile Certification Program 10. Notice of Acceptance No_ 18-1217.14 issued to Eneip Fenestration Solution USA. Inc. for their -'Ian 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for Windows and Doors-.. expiring on 02,0+21. 11. Notice of Acceptance No_ 18-0122.02 issued to Energi Fenestration Solution, USA. Inc. for their series `` 11ite Rigid PZ'C Exterior Extrusions for tt`indows .red Doors... expiring on 0.2i28,23- 12. Notice of Acceptance No_ 20-0203.03 issued to Energi Fenestration Solution- USA. Inc. for their `.Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for Windows and Doors-', exTiring on 04116-25. F. STATE3IENTS 1. Statement letter of conformance to FBC Id, Edison (2020), dated 04:22,210. issued by manufacturer, signed and sealed by :�tlthony Lynn Miller-, P.E. 2. Statement letter of no financial interest and of independent. issued by manufacturer_ dated 04'18.'20. signed and sealed by AnthonvLymn Miller, F.E. 3. Private Labeling Agreement document between PGT. dated 033045 and signed by all involved parties. G. OTHERS I_ This NOA revise-, NOA# 17-0 t'_0.06 (PVTw C.GI) and updates to FBC-2020 (7o` Edi ion)_ expiring 0=4i2 L21 _ 1 RER Test proposals #19-1155 dated 01 10;20 approved by Ishaq I_ Chanda- P_E. expiring 0414;21 _ r r i Ishaq L Chanda. P.E. Product Control Unit .Supemsor 'NOA No. 21-020S.03 Expiration Date: April 14.2026 Approval Date; Starch 23.2021 E - PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SiB]IITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 2) Uniform Static Ait-Pressure Test_ per FBC. TAS 2 02 -9 4 3) Water Resistance Test. per FBC. TAS 202-94. 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Presswe Loading per FBC. TAS 203-94 6) Forced Entry Test. per FBC. TAS 202-94 along with rnzied-rap drawings and installation diagram of . inyl sliding glass door_ prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL 8549. dated 11106.45. signed and sealed by Idalnds Ortega- P. E. (rest report revised on 11`0 4415 and 021.11,16) 6. Test report on 1) Air Infiltration Test. per FBC, TAS 202-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 2102-94. 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 along With marked -up drawings and installation diagrams of vinyl sliding glass door, prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL 8552, dated I Y04 `15- signed and sealed by Idalmis Ortega, P. E. (rest report revised on 0 .'15,2016) 7_ Test report on 1) Uniform Static Air Pressure Test_ per FBC. TAS 202-94 2)Large Missile ImapactTest per FBC, TAS 201-94 3) Cyclic Wind Preswre Loading per FBC. TAS 203-94 along u ith mark-ed up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab- Inc.. Test Report No. FTL 6638 (samples A-1 thru A-2 2). dated 11 19r'10. signed and sealed by Jorge. A._ Causo, P. E. (Submdtted tinder A70.4 Ao.11- 010'' 04) 8 Test report on 1) Air Infiltration Test, per FBC_ TAS 202-94 2) Uniform Static Air Pressure Test_ per FBC. TAS 202-94 3) Water Resistance Test. per FBC, TAS 201-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC_ TAS 203-94 6) Forced Entry Test. per FBC_ TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc_. Test Report No_ FTL 6337 (samples A-1 thru A-5), dated 110610. signed and sealed by Jorge A_ Causo, P. E. (Submiaed tinder A-0.4 Ao.11- 010' (}9) C. CALCULATIONS 1. Anchor verification calculations and structural analysis. complying with FBC-2014, prepared by PGT. dated 12 09 15and List m ised on 02 15' 16. signed and sealed by AnthonyL. Miller. P.E. (.Strbndned under.,'t' AAo.15-1210.01). ?. Glazing complies with ASTNIE-1300-09_ i Ishaq L Chanda, P.E. Product Control Unit Supe-rvi or INOA No. 21-020S.03 Expiration Date: April 14. 2026 Approval Date: \larch 25, 2021 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB3►ffTTED 3. New Evidence Submitted A. DRAWINGS 1. Drawmg No. '_!iD-5570.0 Rev B. titled 'Vinyl Sliding Glass Door NOA (I..)! U sheets 1 through 21 of 2I_ prepared by manufacturer. dated 10.05 4 5 and last revised on 02 01:21- signed and sealed by A_ Lynn Miller, F.E. Note: This revision consists replacement of same existing installation screw with flat head. B. TESTS 1. None. C. CAL CULATION S I_ None- D. QT1- I YASSLB.ANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. _'%I.ATERLAL CERTIFICATION'S 1. Notice of Acceptance No- 19-0305.02 issued to Kuraray America. Inc. for their "Trosifol8 Ultraciear, Clear, and Color P1'B Glass Interlayers-'_ expiring on 07,08:24- 2_ Notice of Acceptance No_ 17-0808.02 issued to Kuraray- America. Inc. for their "Senti-Glasf. (Clear" and ""hate) Glass Interla4ers" _ expiring on 07,04'23. 3_ Notice of Acceptance Nio.18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC" Exterior Extrusions for Windows and. Doors*'- expiring on 09 30.24. 4_ Notice of Acceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (?ion-111ke) Rigid Cellular PVC Exterior Extrusions for"'indows and Doors`-_ expiring on 12i19�21. F. STATEMENTS 1_ Statement letter of conformance to FBC 76 Edition (2020), dated 02,01,21. issued by manufacturer. signed and sealed by Anthony Lynn Mi11er_ P.E. 1 Private Labeling Aft dated 03,08 21 between PGT Industries, Inc. and CGI Windows and Doors Inc_. signed by Dean M. Ruark, P.E.. V.P. Engmi eesimg. on behalf of both companies- G. OTHERS 1_ This NOA revises & renews NOA.# 20-0429.05 (PL-.kwrCGI), expiring 04;'14.•'?6_ 2. The current associated PLA CGI file #21-0205,01. oqp iing 04.E 14.126. E -6 i�•�. � _ ��ryr.r�l�. Ishaq L Chanda, P.E. Product Control Unit Superrior NTOA No. 21-0205.03 Expiration Date: April 1a.2026 Approval Date' 11areh 26. 2021 N N PGT Industrie,, Inc, L CZ NOTICE OF ACCEPI:ILNCE: EVIDENCE SZ'B3IITTED D. QU-ALITY ASSUK-%NCE 1. Miami Dade Department of Regulatory and Economic Resources (RER)_ E. ' ITERLAL CERTIFICATIONS 1. Notice of Acceptance No. I5-0528.14 issued to Vision Extrusion Limited for th>13 VILite Rigid PVC Exterior Extrusions for Windows and Doors". dated 08; expiring on 0930;19. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their -YE 1000 Tan 202 and lighter Shades ("pion -White) Rigid PVC Exterior Extrusions for Windows and Doors- dated 12.14:16. expiring on 12,29;21_ 3_ Notice of Acceptance No.15-0528,15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for 13 mdows and Doors-_ dated 08.11115. expiring on 09.,30i 19. 4- Notice of Acceptance No.16-0712.02 issued to EI'vERGI Fenestration Solutions USA - Inc. for their "TAN 3040 and Lighter Shades (Non R-hite) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09151'16, expiring on 0204+211. 5. Notice of Acceptance No-16-0712.04 issued to ENERGI Fenestration Solutions USA. Inc. for their -`Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09451116- expiring on 04116 20. 6. Notice of Acceptance No.16-0712.03 issued to ENTERGI Fenestration Solutions USA_ Inc. for their Rigid PVC' Exterior Extivsions for 1%'indows and Doors-' dated 08-40.47. expiring on 02,28:18. 7_ Test reports No(s). 10-002-792(,A), 10-06-NM0527. 535753-09_ per ASTNIE-84_ AST D 1929 and ASTNID-635. issued by EXOVA to Vision FxmLs-ion for cellulosic composite nmater•ial_ (Subinifred under. OA'w`o. 11-0107 041) 8. Notice of Acceptance No.14-0916.11 issued to Kuraray America.. Inc. for their "Sentr G:ias (Clear and White) Interlayet . expiring on07 04/18_ 9_ Notice of Acceptance No_ 16-1117.01 issued to Furarav America, Inc. for their "Trosifol''S Lltrackmr. Clear and Color PiB InterLay'ers `, expirirg on 0710819. F. ST ATE11EN-TS 1 _ Statement letter of conformance with FBC-a'hEdition (2014) and FBC-611 Edition (2017). issued by manufacturer. dated 0&14,47. signed & sealed by Lviiii +filler- P.E. 2. Statement letter of no financial interest. dated 04118,,17. issued by manufacturer. signed & sealed by Lynn Miller, P.E _ 3. Letter of lab compliance.' part of the above test reports_ 4. RER Test Proposal No. 17-0387. dated 05 `05,17. signed by Ishaq Cbarida, P.E. C�t111 t i1q 1. Notice of Acceptance No.15-1210.01. issued to PGT Industries_ for their Series ,57012770" Vinyl Sliding Glass Door (Reinforced) - L?111 "_ expiring on 041+21 _ Ishaq L Chanda, P.E. Product Control Unit Super-vi;or NOA No. 21-020E.03 Expiration Date; April l4. 2026 Approval Date: Nfarch 24.2021 E -3 -#-r (D Q� to C0 .�. U CL CL O O .� U W Cu O ca to O = 0 O O C _ LL _co O . Cn -� O LL F- -0 .= co Q E Z Z W J C/) St- E Z CD Co 0 CL 0 1L Q U O L O L w Q � z J Z Q J rL SHEET NO. PA 1.4 March 6, 2023 - -- -I I - - II _ — 1 u iftl -4--0 (D N O O U MIAMi•QADE MIAMi-DADE COUNTY C W3 w L_ O -�--• 0 a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY ECONOMIC RESOURCES Cast -Crete USA, LLC Cast -Crete USA LLC O y W Cast -Crete USA, LLC o Q CU -O AND (RER) 11805 SW 26 Street, Room 208 .- s BOARD AND CODE ADMINISTRATION DIVISION FloridaF (786) 315-2599 T (786) 315-2590 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED = cc c.., NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED -M CM .� C.) — U) - 0 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy �' "CL Cn 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Q 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 N - O O .� L_ — O Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS O 'S Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I o g f " c s 1. Drawing No. FD4612, titled Precast and Prestressed Lintel Details" 1 .Z O L.L ;�, co prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" a to O O > 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 Soft Load Tables", sheets 1 f " '-CU Lintel Safe Load Tables", 1 through 3 of 3, last revision dated 06/12/I4, j '— O O 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, last revision #1 dated April 28, 2003 both by Craig Parrino, P.E. through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last �, prepared, signed and sealed by Craig Parrino, P, E., on 08/19/14. a i Q CIO W The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. on = ,� E L "O C:)- ~ 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 'O '— (AHJ). 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and 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 ASTM E-529-94, prepared B. TESTS 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. 30404A, dated 04110103, signed and 1. None. this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. 1lamon, P.E. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and seated by Craig Parrino, P.E. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material c 1. Calculations for Cast -Crete Lintels, dated O5/29/03, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signer! and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated OS/29/03, 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 p Pp p y g Parrino. P. signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. 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 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 08/19/2014, signed and sealed by Craig 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, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 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 UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGSSUBMITTED 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 Sae Load Tables", sheets I through 3 o 3, prepared b f g f p p y 1. None, � Craig Parrino, P.E., dated March .,4 2003, last revision dated March I1, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C. CALCULATIONS 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 1. 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 mi 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). E. MATERIAL CERTIFICATIONS the expiration date may be displayed in advertising literature. If an portion of the NOA is displayed, then it shall P yg y p1. By Miami -Dade County Building Code Compliance Office. 1. None. 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. 1. 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. L 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 E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 1z 4L elmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor elm A. Makar, P.E. M.S. y G elmy A. Makar, P.E., M.S. l�` � QMMLAMFDADE COUPITY , % , NOA No. 20-0630.15 NOA No. 20-0630.15 Prodiu`ct Control Section Supervisor p NOA No. 20-Ob30.I5 Product Control Section Supervisor NOA No. 20-0ti30.15 J7 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 ✓og�2e Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Page 1 E-1 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 # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1 _ None. S� C. CALCULATIONS C. CALCULATIONS 1. None. 1, None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). I. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. }, F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- I. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - z 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- CU A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E.CU 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'sheet I of Q; C 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q D LT4612, 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 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE }J M 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). U M E. MATERIAL CERTIFICATIONS =:3 Q 1. None. O_ F. OTHER 1. Article of Conversion for a name change. O >` CU LU e my A. Makar, P.E., M.S. 6�/Helmy A. Makar, P.E., M.S. (ll Product Control Section Supervisor Product Control Section Supervisor Z J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 < Approval Date: 08/20/2020 Approval Date: 08/20/2020 J E-4 E-5 a SHEET NO. March 6, 2023 PA 15 I I _ 1 III I'll 111010111,1q, I,.I 1_ I I IIInll R P 11 ) I _ I I I I_ - I _ I - - I ---- L_L- I. -1!.. t_1 I_ liyir I I 1 I I - I I _ 11111,11 III /I DUEI? PROCT ALUATION REPOR't'1'10 0-p 2728.01 2 PRODUCT PVAI.UATION REIeOR'1'NO. 20.®758.01 a PRODI' UCM:VAt.I"AT'tAN RErPE'sRT NO 0-0 272702 2 ILECCJ IIVc• 1 L ECO IIVc_ TILLIT TESTING 6 ENGINEERING COMPANY 2.2. IFST REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on TILLIT TESTING & ENGINEERING COMPANY -- 2.2- TEST REPORTS: Large missile impact load tests were performed under SSTD 12-99 standard as WAI TER A. TTLLtT, IR., P.E. tiitcoti@WI.Com YL P.LH. LWR3Me �'n J.71A7 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing WALTERA. TILLIT, lit, P.E. tilteoo(ayaol.com PRODUCT EVALUATION REPORT 11'PP I'KN�N �LA1 per section 1609.1.2 of the Florida Building Code. Uniform static loads as per FL C ALt,a M,.IIXbHS as per TAS 202 Protocol. Test reports prepared b Hurricane Engineering & P P P P Y 9 9 No.20-176. Anchors specifications shall as indicated on sheets 1, 7 and 21 of ILI-,A. L1A.6M"k"A661w Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Testing, Inc., Reports # 96-569 dated OS/09/1996, #98-570 dated 09/18/1996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-178. . Lab of South Florida, Report* 0814.01-01 dated 03/11/02 witnessed by William PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, REPORT NO.: 20-0727.0Z R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. P.E., Fenestration Testing Laboratory, inc. reports # 2032 dated 04/1611998 and 0219.01-09, dated February 25, 2009, signed and sealed by Edmunde # 2126 dated 10/05/1998 witnessed b Gilbert Diamond, P.E. and Report No, Y Po 7, 1 LIi�11TATiONS AND CONDITIQN_$�F USE, DATE: July 27, 2020 Lar aee ado P.E 9 p .and Henry Hattem, P.E. Large missile impact and cyclic REPORT NO.: 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida 20-0728.01 P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters Building p prepared y n9 ng Code. Test Report re ared b Amencen Testa Lab of South Florida, DATE: July 28, 2020 on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 78, indicated Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT SUB -CATEGORY: Storm Panels Gonzalez, P.E. PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. red b Tiiteco, Inc, and signed and sealed b Walter A. Tillit, Jr., P.E. grape y g y Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, PRODUCT SUB CATEGORY: Stone Panels $ 3 STRUCTURAL ENGINEERING CALGULATL4NS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL signed and sealed b 9 y Frank Grate, P.E, as per ASTM E-B and Tensile Test as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Pr9tilicU D_Products LLC and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. MANUFACTURER: Global PmtwMon Produr& I ! r length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures. 4800 S.W. 51 Street Davie, Florida 33314 2 STRUCTURAL Fxy GINEERINGSrlghCULATIONS:On 4800 S.W. 61 Street dated 11103/08 and 03112115, Signed and sealed by Walter A. Tillit, Jr., P. E. 24 Gage Galvanized Steel Storm Panel for maximum panel length va. design Davie, Flonda33314 wind load, as well as maximum anchor spacing vs. design wind load and panel 1 PURPOSE OF EVALUATION: 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tiilit, Jr., P.E. (Florida License 1. PURPOSE OF EVALUATION: length based on rational and comparative analysis, and in accordance with This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tiiteco, Inc, (Florida CA-0006719). This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System section 1604 of the Florida Building Code. Calculations prepared by Tiiteco, Inc., dated 12/1 B/10 and 08/27/13 (for this revision), signed and sealed by Walter ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. A, Tiilit, Jr., P.E. 61G20.3, Method I of the Florida Department of Business and LOADS RESISTANCE; ++'"p,A.FTf(���y, T�.� 61 G20-3, Method 1D of the Florida Department of Business and Professional Regulation. Professional Regulation. -WIND 20 Gage Galvanized Steed Storm Panel has been verified to sustain wind �N.+`�� ....••••... ay�P- `�CENSF •.9 = 3 MISSILE IMPACT RESISTANCE: This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, - . ; : g `.o. 44167 =_ This product Is being Issued an Evaluation Report as described herein, and has Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. been verified for compliance In accordance with the 2020 Seventh Edition of the 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.�`�"_� - t ��a t_ * * _ been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Coda, and to verify that the product is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, _ E . = 0-s •'.-.gr.c'•• 5TATE OF Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. ,'Lr 9 • EA : D,,(:., ^(OA10��q'a at least equivalent to that required by the Code. 4 WIND LOADS RESISTANCE: This Product Evaluation Report shall be subject to review and revision in case of 5-INSTALLATION: *, ,V ........rCN�++ ,A,,,,lI1111t11,,1L+ This Product Evaluation Report shall be subject to review and revision in case of Building Code that limitations 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, 11, a BuildingCafe change that may affect its limitations and conditions n9 Y Installation shall be performed strictly in accordance with details indicated on a change may affect its and conditions 72 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. 2 EVIDENCE SUBMITTED: sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document WAI D 1 TILTECO ADMON RECORDS 1 P. E. REPORT-201 GLOBAL PROTECTION PRODUCTS, LLC t 20 GAGE GALVANIZED 2. EVIDENCE SUBMITTED: Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175. 21 PRODUCT EVALUATION DOCUMENT (P.E): D. "20 (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 STEEL STORM PANEL1 DRwG#M175\ REPORT N20-0728.0 2.1. PRODUCT EVALUATION DOCUMENT (P.E ); 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to Drawing No. 20-176, titled GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tiiteco, Inc.; signed and sealed by Walter A. {P.E.D.}, drawing No. 20-776. Drawing No. 20-175, titled `24 GAGE GALVANIZED STEEL STORM PANEL", work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part gfi GIs Evaluation Report, a+A,Ela! I rrn+,n, A. ,I,nuNnlu ik \ p T!( rrE"� sheets 1 thru 18 of 18 prepared by Tiiteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07/27/2020. This drawing is an into t�l+ r ,j)�Is "tgNtAtl�t� i/( rw N PSBR [i = `++,Na , ya?' " TENS[/T'9 ,, F Evaluation R rt. .+P, E. ,,.: (, 'd ;tic [�T ., ab Rye?,.;., . L, - �10ENSF r 0 V\CEN'I ,� s --. x = _`�CENSF' I. � '= �- �1 No 4 1 4167 - � � �1r1-44167 z � -� 167 - : t�l ' "__ ;D, �467 - III . * * * ` * :, * ` _ ' '� k E '� �' ; .iSlr�''% * . ' g . fir— $ = t 'S-1 11 -o •• STATE OF : %- s W I z D' R OP •' s/.' . + s- STATE OF : a s 9 •ems CORIO?•.C.,': .-Cl. STATE Of , ce - 9'•. 4 �%OE'• F[OR10� r'N4r SS;[ I1,- �\�yk�3' 6355 N.W. Seth Street, Suite 305, Miarrti, Florida 331r3f - Phone: 571-1530 - f�9'rf, S3'1 ,�"files/QNA"II ,.C`c �nnnHH1N111 b3SS N.W. 36th Street, Suiu 305, MiarDi. Florida 33166 - Pbone: (305 871-j'o������+s� ) �31%,rrrr (3�.,,84°I-1531 �, qSS/C?NA�����`' nR1 (305) ,......2�, r rNn III) IT. 1 nuHlL GENERAL tiQTt : 93) IN USE THAT PRE:JST STONE. OR PRECAST CUNCPLIE PANELS S KCC OR WOOD WMRD5 PE P0.14D ON IHL 11ALLID ffi 2 d10E BAL3MN7Ep E4'!1 906s1 BIMt13:) CASTING Wµl. ANCH°RS SHILL BE LONG ENOUGH 10 RDICI. 1HE MAIN STRUCTURE BEHIND SUCH PANELS ' STORY PANEL SHOWN ON MIS PRODUCT EVALlMT10N DOCUMENT irEO) ,'AS vUEN VER;�'IL FOR COA/R1.MNCE IN ANCHORAGE SHALL BE AS ME NTIIU IN B 1) AND IN 6 2 ) ACCORDANCE WITH T14E 2020 (71% EDIIIC,I) OF THE FLORIDA B,.IItpNG CODE .:I TC_L,ISEIhS. WQDC "_MITI- SP.:SJF1f._:RI .11Y_ : G455.-III - IJ.'. I- ANCHORS. AS MANUFACTURED BY I • W BULLDEX, INC DESIGN WND LOADS SHALL BE DETERMINED AS PER SECTION 1620 0E DIE A" MENFOU F_U LOCIF _10 ANELMAIE FEMALE ID ANC FMELMATT P,-US AILC OQRj AS MAM'J/K-IRE!': R' EI :O CCNSTMIfnON PRODUCTS FOR - II4 A WRO SPEED AS RCOVIRED By THE JURISLNCTION WHERE THESE SHUTTERS WUI BE INSTALLED ANO N07 EXCFFO IRE MAXIMUM (A Sol - 1/4'. LACCRDISEWS PER N D.S. FOR A DRECTIONµITY FACTOR 1-16 AND KO-0 05. VSING ASC'E SKAI: DPRESSURE RATINGS INI IRO ON SHEETS 7 tHRU 12 la. 75. 16, 19 A 20 - 7/16-.. 5/9' WWO BVISHING. AS [NSIPII I. 9' M.1- POINT 51I BOLT a SPECIM") Co IN ORDER TO VERIFY THE ABO,_ CONDITION, tIL`H Q DESIGN WIND LOADS OrTrRMINED PER ASCE 7-16 _, ( M,MMU4 FLACADED PENLIRATON '.NCO ACI CM TAPCON ANCHCPS SHALT BE I i/i µNEC 2' COR TI PARELMATE PUGS SHALL BE FIRST R{CUCfl) 7C A S 0 DESIGN WIND LOADS Ely MI!RFLYNC, THEY 8- 06 W ORDER IC, AND PAKII-L FF_E 10 lC4HPARE IHESF W/ MAX (.SD) I.JE517+ PRESSURE RATMC:S MpCATCD ON SMECiS ' 'FIR ./ i]. I 'S. 16. Io A ']0 ;I U.N11I.IM THREA,`E" PENCTPAI ON Of LAG SCREW ..- .71 THE WOOD FRAME UAW SAL,BE ' 1 .2- NO INEAOED IN ORDER 'I, ART THAT AIAlW1R5 C^L TGS PED ED AS TESTWERE NUT OVEN STRESSED. A J3L 1N,iflf L N-CWAB.E PENETRATION INTO rTIICCO I— BE CONSIDERED AS PAR, ry T,p .EMI REI THREADrr,. PENE'IRATCN, STRESS COP WW3➢ LOADS WIZ, EEZ L15E0 M THER ANALYSIS rIASTLNERS SPALPHO 10 WOOD HAS BEEN DETEPMINF, .N ACCOREYNCF WITH NOS. 2018. C3) MINIMUM EDGE STANI -IF LAG SCREWS. INTO W000 5NµL BE AS IWKATE`i N THIS DRAWNC S1 ORAL PANEL'S ADEQUACY TOP IMPACT AND WINO RESISTANCE HAS BEEN VERIF1EC IN ACCORDANCE WTI- SECTION 1626 OF PIE ADOVE MENTIONED CODE AS PER HURRICANE ENGINEERNC A TESTING INC REPORTS 96-569, 96-570 A 96-7.70 AND C4) MMMUM PENETRAIpN F WOOD RUSHING SHALL PE 5/8' I14• ♦ 20 SCREWS UREO SHALT BE I I/2' LONG MINIMUM FENESTRATION TESTING LAB INC, PrOPIS #1032 A /2126 , A5 PRO.00OLS TA5-20t TAS 202 AND TAS-203 5H(U19 .PJC:'C EXIST ANCI I' MINIMUM ,OR WAI15 WITH NO SIIR.CC' A5 WELL AS AMCWCA TEST 1AB OF SUUIH FIGROA II. . 0II9.o1-02, AS PER IRS 20t. TAS 20, AND �_ S, ,N CASE TP+At I. STONE. OR PPECAS' fONCRE` FANS,]. STUCCO GP WLN]0 BOARDS BE FOIND ON THE tX15T'M, TAS 2(13 SfµlOAR05. WALL. Val HORS 5HA FIT LONG EII 10 REACH HE MAN STROr i1R( BEHIND SUCH PAWILS MIN' S S', T Y AN • F N' 'HF RW:<E NCT S 54 ALL ALJ JM EX tPV51RV_ BE 6063- 6 µ.D D EM CA (UNLESS C _ CO) E[ EE- 2-HHORACE 5MAt, RE Al ME..104EC `. r Ij I IF C A) J ALL ALUMINUM SHEET VErµ USED Al „LOS PFS cHA.I. HAVE 3105-ti14 A Q`l ILI AM: -ORS SHAD_ Si - 5141[n 101LI_1WNC, µ.L OF 1 E R{+:1M NC'ATnr.S -0 SP£CIICef1UNS (1F THE ANCHOR'S MAN II -IUP.EN N ALL ,TELL SHEET METAL PAWLS FA<ALL HA E S,P,rTLRAL QOkJTr STEEL, ASTM A-65J CRADL 50 MINIMUM ,)-6C . R PANELS MAY µSO BE INSTALLED HCRI2UNTAi_Ll FOLLOIYINC INSTALLATON OEINLS SHOWN ON S3Cr,ON J THRr,.UGH IC ISHEE'TS a GII IIED STEEL CESIONATIOIM W7FY- E1b5 Iqi (VIER PULLED) IHROIJGH 6) EXCEW -HAt HFADI I'L•A® SLIALL NOT RE USED R WS STEEL ITR ,. OP I. P Si TAN• COATED A9 A PER SCE 1Y) BE STANLESS _ -EL JI. _ _1E aS SERIF � CGR,X291C E 5 TED C ^O � 5 ell 9 T SHNI BE THE RESPQN516'�T F E-ONIRA(,ROR O VEFDY 4E SU'!H+OHES OH E IFUfiJFtE WMFRf S4UREA H. rO BE ON SJCIB W/ S0 %z1 WEID SIR{NGTH AND 9G 471 TEN IL_ $ R£N�,4 b SHUKL COMPLY W/ F URP BUIN� ^COT ATTJr_ EC TO INSlRF PPf ER A C ORAGE HIS SH IMP A CNI fY ',ACHED TO OTX-RFTC %r" OR WOOL, FRWL SECTION 7.1 J.3 ♦ MItC ,5 6 TiI TO BE ASIM A 307 CA,VANL2E STECL OR NISI 304 SFR,.S 5TNNIESS SITE. WnH 16 - MI iiMHM ';•LFI SIRENGIH EAC RECLILAP STORM PAN- WI.H Lf N`-H' CALF It POUGN 2 4', A5 PER SECTIONC 8 3 A 0 ANC AL CRNATNES 8W. 9w ,9 I'M ON i.EFTS 5. 6 6 12 RETREriNELY. S N_ HAVE A _EG'dLE AND PEADIL)VISIBLE NARKING INVAUCT'M, OIAIER OR ' ANCHORS TO WALL SHIAU BE AS roti II TENON: T(1 SEC(1RE "AI WI ARHI+CABL REINFORCEMENT CURLING PERIODS OF HURRICANF WARNN4, (A) 10,- EXIST.yy_ PC4Hff.D_r(AltCRE1E 11 'THE NSTALAt" CONTRACEOR 15 TO SEAL/AULH At SHAPER COIMI+OWEVI E'DSES WHIDII REMAIN TN C ONTINUUEI: ONTA,t W17M G I IE It 11 , INC THE N' T P NT J / TRI '/i. AFYCOH ANCI RS A5 MONO AC U LC ° W B. Lp ( ! <19F s, 1 C BU'LUI 0 0 RhT NWC RUN W ,530N 0 Ic- P - 1/4' ♦ 7/8 AL11-1N AM'H01, AS MANU3ALTfHtE 61 DEWALT NC (WIN ' F-3U•00 PH ) 1 /.'. 7 . SCLIC-SOT ANr HORS RS D,StR BIJTELI 9Y ALL PCNI SCN(W. 6CI.I A SPCrUI'Y •:f: 12 STORM PANEL .WS ALATICN .H]Nl iOII IN'n3 SPECS 'MAC-TLT . 1H=. ONAWNG PLLIS Al B1!.CNG AED :ONIN: REGULATIONS (4,n Ir-VOU C..:.I-RONIAO Bt 4E JUR:SC'C'TCN rI C FERW :S APPIWO TO - 014-10 PAINELAWE FEMALE ,O A PAN WI PLUG N':HORS, AS MANUFACTURED BY £ECU (O, IR'.n:11C^, PROGUCTS. 1 Ia; U4ERI EIR IS rX:�, NOT °ROWUL NFVRMAIK:N J1RVCWO,L.A-t (MIN I' .550 P..,) FOPS AP SITE PF , SITE FR04 INF"FRC.-AN[t 'C'.'. pNr1REF TR E NU' fSr,O[O/IAT - Ii4'1 -r TAP-CRIF' ANCHONS, A5 NAk.IALIVREEI P.- 'RU-FAR CORPORATON I'<-36CO ,I, I it CONTRACTOR TO BE RESPONSIBLE FOR 'HE SELECTION PUPCH.LSE AND INSIALLA71" WM,UEIING tFE Gat TY OF 1'MS PRODUCE A 1) NINIYUY ENDEUMENT OF IAF T ANCHTIRS IWC POJRED CONCRETEL SHMBC -!J4. 2 G PAVELAMTF FF:MNE 0A5FD ON INS PF.0 PRONTOLD HE,'SCE UC•'S NOT (H16ATT FRCV,I THE. LONFWTpNT NS OCTW(Ell DN T4S TOC1,44 ,C AVD YAW.ALTF PLUS AND 1/4- fOP Cr TAR-OMP ANCHORS C•7NS'RUC710N SAFF-Y AT SITE S 111E ,Ci TPAC'ORS RE_PoNSCEIIITY' K I ANCHORS S 4 ' �f -,. U T C NCR , M N �NI ,<r A: ` Cµ X A SO.fD-SC ANC O .HLAt_ HE E UE XiFD '!B E PJ RE. .0 iC roC E DEUMF I C 1 1 r fT I N - NT Wr L F CONS R ^ V - ,P lc P.D�L. L>'A. J L.Kv_NAt fl L Ih AL ML.G m P Pali- 1,t' C LONG MMIM N ID XIST SHML 8E E ED -20 5 IT{WS USED % 1'2 LJ G U S,O STUCCO E NOJCCU E HF NO 1' V,NWU4 FOR xALLS WIT+ C•:t Cf U. ANC, WAI Bf HFACEU SCREWS OR AL f4RTACIED SCREWS W/O DEAD ICI 'FT ST'F_t 1.k VR01E t' } µ: BF RPEPMEC T A '-6NG RF CR RED FNCNEFR OR ARCS+•i C= W.I LH WILL P.CCCAIE iMf SC LILT WITH NiNG NUTS ENCNEER OE RECORD (EON) I'ON THE PROJEC AN Asp WLL at RESPONSIPII ,(R iN ••HOVER USE !'F IRE PF ENGINEER OF RECORD,ALINC AS A OEL :,ATEO ENWNEEA TO HIE. A 3; IN CAE.f Ti- PRECAST STONE, PRF A 7 CONCIRETE PANEL$ PAVERS, STOCrO OR WOi4URROS BBE 'LUNG ,,H '111 PEO ENGINEER SHALL SUBMIT TO THIS !AFTER IHr STE 5PECfTC tN(AWNOS FOR RF,,,Ew EXISTING WALL OR FLOOR. ANCHORS -+IAL, BE -ONG FNCUGH TO PEACH THE MAIN STRUCTURE BEHIND SUCH 3ANE..S ANCHORAGE SHAML W AS N.IFIONE^ IN A t1 AND W A2: CAI THIS E O SHA, BEAR TINE DATE MG ORIGINAL ?LAL ARE, 5L:NAT Nk Uf THE PM2FCS1,C.AL ENGINEER Ar PECOPL 71U' PRE,MI 'T (-) 70 11151NG CnNrPf j iI WALL. AI i 9f' 11 SHUTTER YANIJ AC:UPtRy LABEL SHA RL ,XATED fit+ A READ-- VSIBLF LOCLI AT STORM 1/4• F TAPCC_ ANCHORS AS UANUFACIUNIO U, , I W RWLPEI, W PANE• SIHITTER ,N ACCORANCE ,MIN SE_ ON I`Cil 5.' OF I'LOMEA I -DING CODE ONE LABEL I/i 7/0• CALK ,I, -HORS A. 4 "IIFAC'_PE1 ON OCWAL7 (- 1 UO P, SILL BE PLACED f,,R E•IERO ,)PEMN:: LABEIIVG TO COY ..• WHH SE.TN',V 170992 0, ^11' I'. a S/4 gCfflk. SET ANCHORS AS DISTRIBUTED BY A.L RON CREW, S0L1 A S-AT. 0 F_OP,IL, 3VILDINL: CODE (INN + 800 P..:) TH5 ORAWTNG SILN,L ONLY BE USED TO I - III FEMME 1D AND ANELMATE PLUS MCOORS. AS Mµ.LFACTUREU BY LLC( CVN-IHUI;PCN It 'WRWiS N THE STATE OF FLORIDA AIHT/( is `AF-L,1I 114''G0 CF ANCHORS. Ai MAhU,M;TURFU B TRJ-FASI ' -)PRORATION ,,p P,•�ER wy R 1; MINIM, EMBED U1 TAP. -ON ANCHC,P'l FtCr PMEL4ATES W3D 'r fAP-GRP ANCHOR. ITC, IHf CON�'`�E�E'.•' `\C FLORIDA BUILDING CODE (Nth V•locfty NMrricans Zonal) . E 11:1 JHL17 Sriµ:. BE I I/.• � axe 1.`E . - I :, 20 GAGE GALVANIZED STEEL STORM PANEL max„ 6,, "µ, -arlA._ Ink '1 N0. 4 167 E 2' N A SOISD S , AKABE EMBEDDED 7/8- INTO CONCRETE FLOCK I w NO EVI1�.Ij _ ___ - -- __-__ _ In/Ea/M29 hTU 51UrCC' il(Kl RE PER41PI.G : a' F 20 Sr,FfwS USED STEAL. BE I IS- L')nf MIMNLV 'JHIOVI3 i1LHC() _� GLOBAL PROTECTION PRODUCTS. LLC. wJr t FIST AN:1 " MWII4IJM ,OR WALL WTI NC SFOCCS b'• SLAT IL E C O INc ' OF - S. 51 I - ,TPrFT l 9'•. 0i. F TtLR Nam- "G^A f�NWN6iWMG LOr 1,Wf. FL 1. ( 20-176 (OR OIL .-Al��`v , , F ::I•� P'+PNF Iw..WWFw FAF ro>Fx69-en- '. F- .,., IIAFI F -'FW • .. I» I I. ®'I ' �r111-11 �HI+a;E ONA E~,I+`Iii _TUET,wn n.« ° r-_ --- - YIaT Ix :c INSTALLATION DETAILS FOR REGULAR PANEL5(1' & .1?4 INTO EX151ING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES COMFnE WIEHOPs - WE SO u ON ODNic" E AN RDRs ($ SCMEAAE oN yWtTs a FHAT H 9) R _ I _ .'i 40�• co"C" IR ANCHORS (SEE SCN(TAAE oN --' S." a H.,DI e) `\ - E O ,, r 11 EIl mC. POURED I - CfAACPEJC REL7UINED. - ' { 1. \\ "'1- •( _. _y _ _ 1/,' _TT_ E tiP.. 1 SHEER a T HRICAI e) II CONC.LIC wNomRs .1 . (SEE %HRAAE oN ---��� ': I 1 4; CONCRDISMETE R[Q"ELIIREO. , �' FRETS a iNgOU(D, e� . E ; :' _ ,� ' I, 1./�+'./-p]-pa]]/� SS E t I -11' MVI ,S DA •� ' Wf5 `EF,DIQ +A"" n f - 1 � -. _.._T -- i :._=ri EA671NC I'DIAEO E OL i�, CONCRETE iI ! + _ I II I I -� m EXISTING POURED f 0. -CIA f - , r �,I " -' i 1RE9UI.ED N i I,''-�o, I I I1�;-' � CONCRETE RECURRED . �..-,/y6 -1 I F/6YA.2/yi1NF1{ Z I f I 1 9 KR • I 1MI6 MITt E7Am�sTw • j i (E , MU, W A - t, < v.`!�w°'.1r«6 aI RO ea ; : To - '°" i ',� 9 f t i �. F # ] '/r DC11 ' E I I i I I 1 1 'iO' e I I I v, MX scHtau d )Milt e I III' i6 I�LSSM"�`� I C ; (1,! 1 i*u' � •W I R I'.JI 1 E x i ! i + I I E I '-" � -, i C t I I I I I I I u 1 I euO16i , l I I I E aH ' 1 y fE I 1 1 I-. I 1 FXLSTNG POURED C O 1 CDHKRE7E OR �411A /'V' CONCRETE BLCX:K EIS �,TUO".. AEOUIRED II IO, /2, .0 I I I I I ( a I I Tic M ; ; O��; A.` 1 ^Aral SILO • 1 I I'I ,/Y OC ¢ 1 b.v. I I r 1 1 r- I J , ; - I I `� L , I, I i I, ) 1 i 1 I E.p I ERISTINO POLIREO , f ., L--.. _I CDN(YRTC �O CONCRETT RLOCK - REOLNRED ',/2- I I " I l I I '�c Mlt I J 1 H F t12 1 511D a r d H c-.I ', i r� mn e ' ExtSTRp POURED [ 0 I r ,] 1,ry' aC M1CIKYIET[ OR `•l 4 DNCRETE BLOCN REQVRED r -` - If kk 3 r _ 939 I EXISTING 7G POURED Yn l� , _ /1 I 'T11CRE7[ AMCIgaS -F-!.` 7 c..n 5"44t IED ./ VOID �^' - M � CONCRETE }/.•_ W REQUIRED UA. [am'iNi°rI) L°'iGWTE "01DWK `_ E D (5Q SCHEDUtl ON � /.i_76 �,7ba,'� 'Ok"TE .......",±`' ,N: SCHEDtAE d Cal. Ss ' j a • wii.P.TS �k .xsK �`_ • o<' CQNcrsrt ANCHOFII '�; A/,E 50'[DULe ON � 1 i oL (SEE SchMUIL ON SHEETS e rlft N 9) SIEnS a 1MIa1GH .) `. (SCE SHEETS A I-QUI e) (SEE . • SNEERS a ,NqucH a) �Q WAIL OH 1 G SUES 3/b-1' CEILING A MOUNTING SCAILE 3/EI BWLD& �L4.i TJNS aSCA'LE 33//N8-,'3 ALTERNATE SECTIO� T MQiiNRNG. _SCALE 31e-,* I I T I I I I - E.D.-EDGE DISTANCE i DI ( - ,' I))iii (SEE SCHEDULE ON "Oro w'�m - �-./ SHE-'T' a A B) I I 1 ! W. 5„N i N211- R CONBINA L04L.O.E�`Ei^TLQNS c".< ] siGce r1 N,NIMIHIUA„ i0P A BOTTOM MOUNTINGS CAN BE NSTN lATTION IN Ahr WAY to SUIT ANY L---I9 ER A;,T/cN", _: �'A,I L �PDURED' �' - FLORIDA BUILDING CODE (High Ystocl Hurricane Zone EXIST, -3 4'- CONCRETE / - ' 4 - � * 7 wo]o nrEw..,s. RtaAREO. caNrD['[ ANCI1pR$ *• * TO GAGE GALVANIZED STEEL STORY PANEL ..I er , SCHFPAE aN - sHErls a THROtbiH 9)•` ' IT TATE F . IT ` :9''. Q= i-`f. o .. _ '' \ Gl08Al PROTECTION PRODUCTS. TLC. m/3e/= 0"T CEILING AND s'rEss GRID 1 '?+tA�'j / ! IL E C O rNe. .em sa. s, STREET DAM"e. '.T. a...,w w �,,,, Haim „r�l z er.. ,k HSGM Awa,lE: n+ 7sNwI,.' (as.lan-e]9, a. DRR , - 1-1.1-I.1 20-176 scW J/e-,• _ TIN .[. sfa. TUnt/oAR _ .� a-aooen9 °R"X`N6 "°: T6 M A PLOT W. PE - ..let eNaT • R n COMPONENTS FOR REGULAR & LIFE SAFETY STQRM PANELS (SCALE 1/2=1-) _ 15 196' (TOTAL WIDTH) - _ 15195' (TOTAL WIDTH) - - 12.500' (EFFICTNT WIDTH) - _ 6 1/4• --- - 6250' - - - 1 3r50' •- -1310' - - t.350. -. •.Soo. • 500' ` 1 _', •. -.1 LSO' - 0,03C TAW. TRI - 1.350' - .', ' - _, .�' , - J-"-^-�,{, /t/^'_y..""q ` `/T-"^'--•>v'G t (- - _ _ • ` 1 Imo• /YE• '1 CµA� ED �Si3TEL .. I I— - /�•r .! Alt . 2657' /r D.DOB' Y1w TH1c1c`� + HEMMED `� � ,I/ ,�•� 1-1 1, \ GRADE 50 16NWNti HEMMED - - / I /AI / / +!?•t 2.65r G-6C GI - GALVARIED STEEL EDGE I ,_ ` EM 2000' 2�0'. Z yEYMFD rYr f ASTM A-651 T' z000' 25r MI(ft HEMMED T *'• f ) - LOGE �/' GRADE 50 MIFAUV 1''.� `: • DETAIL d. EDGE \` DRAB -7 •\ CI GAL, - \ 1 ._JEETML A .8.6 IQETYL A 48 FT / N % - 1.350_I -_I 3S0'�I __ _ - - 6.250' 1.350 01 STORM PANEL (91, END STORM PANEL _ 2 187' - .. :I- ._ _ l / I 250 - .1"87• - -7 5' YAW[ M7 2! 12_ l 5 L lN' ' I ,Do' R a - ,/4•.-20. 1/.'R-20, - 1 250' %v 1 _ _ - .750' ]OA SERWS 70. SERIES . W/ REMM[P EDGE t00- 4 A Y^_ `7 � I 1129' 5S MUD RNITnD SS, MUD Em,F1E:0 - ./Sp'_ _ .w ou' 1 t -11- , ' '-' i, 1 _ _ . 10 14LE . t0 M1CLE O I HMA •__ _ - t 0 C•e' ^II 09J' - - 3379' - �1 , . I~ 500"' -' 1.500' I109J' i'D93' I I 2 000' `. 7 25' _ i_ � (_ SCE 'I 9 SEE 39 939' OCTAL 1 A C S0 � 125, - 4 PET L + 2 - 7 i '1 25`, 25 K L a-I[;3J5' ! H HHEMMTQ. , � SOP' 2 I R. O _!, s,s AIL _, I E+� 1 1 i ',nu R. ..� - 5• Yo.. - ..- 1.500' _ -1 500•__�. ISOMETRIC VIEW DETAIL A t ,,r - _� 0V -__.2 0OW = 3p ELL' 2000 ROUNDED CORNER O ENDS OF PANELS AIAO WO END F w( HEMMED ExE "h" HEADER (3 "U" HEADER (4 4r ANGLE WITH STUD 4 ANGLE WITH (N.H 5) ABLE REVERSE STUD AaEs SEE DCI t/,a a 2IFi 374' E A N.' Tw TOP [00F 77 096' 37>a .OBB' - 750' - 9 I 1 ' 390' ' OF PANES 188•- _ E 'J10 123' ,/.i-20. X. SERIES , , ,te6'- i 3S STUD RNETFD TO t107.1063- 625',, 375' / _ 'o _ - •' 270' 656' ba0' ' 12 1/2' OG 1 JH+•e tr ��7 6 7,. I , 1 7 J96' 6 I I S00' F 3 } R. 1 O6 ` 1 ,N• , R 09 ' e. 1 5 ,6'. IptC 0 3 � 7S0 STUD tPANEL E .957' !8 I , I ' '-R.1 25' I , _ r H p9"aY PANEL OVERLAP 0%i' , F4n �' , ' - - 2.000'. - -�) 7ODD• (a) KEY HOLE WASHER _ a2s'e' -1Ew.) I - _ 06,• © "F" TRACK ANGLE 6g/ sla" "F" TRACK T FLAT PLATED 0036' (WTI) - - 094' _ GALV.NQ1D STEEL - 3+i6 aa,``0... A 1 6" q,A>AA� WITH STUD M., 15' ,DNS ' (�''�f 1 ' S,NP,X'�... ...... ✓',,,, —I I.063 ram: JCENgF''•. 9 +si 1 375-. , +38'R 575'. S �l _ i J]g•• NO.44167 I •(* 62`-� , H _ Ill : * = FLORIDA BUILDING CODE (Nigh VelocityHurricone Zonal - - eDnoM 11 7so- U63'_ 5 1AMAC ICI- PLATED ii., CD.'E of PANEL STATE Of ;,I1 nom TKITm. .c. ZO GAGE GALVANIZED STEEL STORM PANEL DRAW h '%y0.i tOR10 --2,000' - ' ��p�� � � KEi HOLE ��� - t -t AT PANEL y%�A�s % '� y`�,.e� -z-'-- \. GLOBAL PROTECTION PRODUCTS, LLC. o7/ana7o w IO ® Z"X7"x114"""'-"� W w �i,NMI�-> IMt. \ Feoo sx sr 5rran DAL(. R ALTERNATNELY. USE W1Nc NUT W/OUT ir, I V' ✓!�"'--_J TESTING A EN�ICCR{NO DDM. H. .U3,. ALUMINUM ANGLE MCNOLI WAI W/ ADDITIONAL ,ti (..-.,+�.- .T�� , Mi -I ")W-7SI FAX (e6+)eee-6797 2D-t76 • 7/8'a3/SI' 104RE. 'STARLESS II1Ax'«D HA M "_'s •h., Min DR -.Ft P,to virt) 1E SEAL/SXAO+.IIYE/00A WAITER A RLUT ILI H16) sari 2 .. 26 INSTALLATIONLS; T INSTALLATION DETAILS FOR REGULAR PANE & 11END CLO61JO DETNI,SS FOR ►NSTA IA7110N IN POURED CON(2&M INTO EXISTINQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES OONi m IBM OR wow rALK_W oR PAARL"ME FLIM I �/p.L'.-,],«/3/A•.� VAUD FOR REGULAR- UFE SAFETY :AND E-Z HANG STORM PANEL SYSIDyI AWEUATE PLJS OR C{ TAP---LrI® GCE. •.c'NUI lMAdhY 'SEE SCHEDULE ON SNFET e • % (;W S e tj.pplF�H 9) WFi 6 D4i_ 1' -- - I MR r l i Ma.. yyyAEap•�.�gyq.�a — m ,.j f-. CF (:ONCWEi POUREDEXISTING 1 - I I E.D i4•, if I i I : -- - to I `i •'t.A-i:Y "Sou"" I rn L //^�' {. .. ..., I 1i I?. v` -4, .,cam.. � L--® __L"_j o w- t'iR .1� ��' ' � rHr o<Lne Y N i 1 t2 EXCMNG POURED i f ; r I 66 1 1 cONCRETF OR I I 1 V. rM' rr, - � - - -:::.:••.• Y 1. 1) CONCRETf %GOAL I I - 11 L I-(H'.I a H IREOum, ; I I ` '- ,IW J - I i CASE A (PLAN) Ta* I. w- i N': r P I 1 a - I I I SCALE 311It- I- W_ -I- rWE i i i S CASE 8 (PLAN) v;>:1r I i I � ; DRTAA A AT - i � I vI 7 V1. . SCALE J„6_T- , p 1 I - - rt , r T I , ,,. / .I 1. " !Wf-n'WwInM rHP 4C+rlr i rwr I I ,,,+, 1- 1 H, - Ej ' 1i' t- 'd. sW'o'I"'`On E I i I. i) ° a s I ©a� -1oW; '. 1, Iro r 1 I I r . r • �- m";fr' I•f""°E uX r.,., . I 1 I IW/V<L•'iAIJ'SIIi I W:I riot o ,C//7 - a 1 I i I E,tm sTLo I I I i ar rA°H", oK luc -' : 1. _._.11 . I I r I PAt / 1 - IOWW mICCI� fA6ryNG POVRED E D I 1 1 --_. =___ w�Wm ,- acR"E'Ere OooA i i e D 4 i CASE C ''PLAti) REDPREO - I E EXISTING PCMF[D 1 SCALE 3/16-t' CASE D (PLAN) I ( CONCRETE OR I SCALE 3/16- I' 1 CONCRETE BLOCK _ ���-�- T. 1 REQUIRED I/7... C. 9LX7X Je'«iFl:' �=E-- «..L,Ia �nm fo u•W,. w= I CALF « OR PAWELMAT[ ____ --._1 ' N -J/.._ ,•,G • 4- D Wp.� mio,x ea 1s-.P.. q of i FTwE O AND ANDAMTTCONCAM - _ •,�,._ sUN�A . PLUS DR OF T GieP - `4' i'«: aW1Nle , M CONE SCHEDULE DANCHOR 1 1 �,N�,A��.r� •SEE 5 A 9)) ON ur ,^ ,, ` ,REE+.S a ,Hp,Xi, 9) - 4 - -slw�' sHRE,s e A 9) BUILD O "'ef"'- _ ' j 4tIaE jf�ljJd�t It .IIO$-5�1�i 1 I.SF 6, -.IW«. Are aWW1AY.."I _i ;is SGIE 1/5-1 SCALE SCALE .l 8-t• i6... ! DIIp,INC .a7K) I - IrM".I .`L. A Pc N EDGE Of C.ST,4 • ED.. EDGE DISTANCE I .I. NNR Pn _ _ OPENING NEw 1- W10E , VARIES . 1/P' .`O DR 1 iHCA ALUM TUBE OR 1• (SEE SCHEDULE ON CASE F (PLAN) < I MST %G STUCCO,/ P T WOOD PLATE $PACER 1 i _ 5-EFTS 6 A 9) SCALE 3/11I I' MST BW+D I e I!_ti NEW t' WDF VARIES . 1/R' I ALUM TUBE OR A I VARIES I N07E FDA Se0M87NATI0N OF_.jECjlOti,S: ' I P T WQpp PUTT SPACED ; TOP A BOTTOM MOUNT)NGS CAN BE aEH,ND TI4C,K o 7t CD'HCatIE AHfA+LY,S COMBINED IN ANY WAY TD SUIT 4N7 CASE E (PLAN) W (Sit SCIICt1U'tE Cm -' INSTALLA'lON STALE !/16-,' ! � •-- SHEETS a THRI B) ; _: •;ort „/ �T�� r + i V Der` EJ; I TER A:... �4, -- _ . --__—.�1 DIVING Poll- - =1 y�, . •. Et ''•' � 6 FLORIDA BUILDING CODE (High VelocityHurrlcom Zone) ,MA SRAL4..DITCH 6 .- __ 0 VC E`E MILHX, ___-. _ CONCRETE OR „AqA 1.wt TD R Isa "'NEDRE 7 S/ MIA CONCRRETE EI rr-TDR D.I THM+ NO 44167 ? E,io2o teIEED.. ac I 20 GAGE GALVANIZED STEEL STORY PANEL ,A DR ,HLrT A . 11) NCcAF """ SECTION X-X * c x * , . - Imo`-c— _ rGLOBAL PROTECTION PRODUCTS. LLC. 07n n39'D SCALE 3Ja-'• _ •o: S TE OL =- / i L E C O ( % DETAIL FOR SPACERS REQUIRED AT TOP OR 9'-. INc Rot, e.. 11 ,TREE, ^it-- � -RIDE' illy' T- NO a E«w°tl ° �oamo yv" a10NE CW)6w ,Su, ,. M31. BOTTOM TRACKS ADJACENT TO STU COaQQD BANDS 9 j,--6TW 20-176 S t ,NI. Hal JIt_ r., r, TXIA111,L NA r yEh. � 'AL /SHDNATURE/FMTr wtJtAGA IZ, P.0 as 1;-,A, - N! 3111NIN/ yqy HIe7 Rer 5 a ze -•--t N _= _ CO a)0 PRODIICTgVAt.UAT1ANRpPORTN0 20-O'/2702 O 11,111I () 0- 0 O c Clio -0 0- 5. INSTALLATION: _ J Installation shall be performed strictly in accordance with details indica on - 0) }e U N • 62. C/) W =-e sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (F 19'D. .), 01 c cQ, = � � -0 � 0 CO U) drawing No. 20.175. Minimum separation to glass shall be as indicated -0 sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Docume ! CL = 0 (I -L (P.E.D.), drawing No. 20-175. Q 0 � C 3 -- nl _- SI 0 LL S. MATERIAL CHARACTERISTICS AND SPECIFICATIONS; •� B � o M 0 — � a+- M Shall be strictly in accordance with General Notes and Components indicated sheet I and 2 of 18, of Product Evaluation Document CIA t' a CI .= :. •— 0 > (P.E.D.), drawing No, � .V at: L 20-175. d d a, C U)CIO 0 -�A Q Anchor specifications shall be as Indicated on sheet 1 of 18, of Pr uct _i > � • i F_ _11-a (n Q Evaluation Document (P.E.D-), drawing No. 20-175. y = -0 .— rV CL 7 AdMITATION AND CONDITIONS OF USE; 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco. inc. and signed and sealed by Walter A. T11111, Jr., P.E- 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Cade: 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. T81it, Jr., P.E. (Florida License No. 44167), President of Tiiteco, Inc. (Florida CA-0006719). $s�P '\\CENs�' '�S i z?dD. Ul-67 wnnu ggT�pp��pp p(3�F DT, TILTECO ADMON RECORDS I P E. REPORT.20 L GL4Tt1AL PRO JqN Pp000CTSI LIMO GALVANIZED STEEL$TORM PIWELIDRWGN20-175 l REPORT IT 20-0727.Q{t,,iC,'•.• ()Rit) `, `F�4',' N16 L E�G,,,` 1/4, 2/4. 3/4, 4/4. 5/5, 7/5, lW/10, 2W/10, 5W/10, 4W/10, 6/5 5W/10, 6W/11 & 7101/11 _3` MAX ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEEt5 8 A 9 3' WJI_ ,' YW -- -- - FOR WOOD SEE SECTIONS ON SHEETS TO A 11 - ---I• MIN 0 0 o e D,M.. 2 . 3 . 4 + - _. - --- — - --- - — - - i O O ®,� - ' _,_-T--T---• -'T-- ... r -r--'T - , 7 1-.7,_'1 I I �H�' (�)_® © I ; . ' I I d IT- - - r e_ xi, - - - , 11 UNBOLTED PANELS BO_ LO .A- W/ i/4 20 "(SEE SECTIONS AS - I � S.S. M.S. BOLT W/ 7/8' A 3132' r, - APPLIG I '.. WINGNUTS O EA. OVERLAP i - _ (SEE SECIONS AS APPLICABLE? - . _ . I I - ' I EO ' D.M.. 4 .+ j ® -- 0. O) Oit� ,O •O' O I r I (�)-(�). C4G 't®' ODI - '. MF 't . 1/4, 2/4. 3/4, 4/4. 5/5. 7/5, - 3- w 3` - tW 10 4W 10 , 1i /0 2 3W 10 51AI 6W/11 & 7W/11 6/5 A HI F NCR E SCHEDULE ON WETS 6 A 9 NC 'M5 OR CONCRETE SE O _ F , I1 - OR WOOD SEE SECTORS ON SHEETS 0 A )�EGU1lAR FORM PANELS ,,�I-' & III ELEVATION N E.S. 267' /. No, GAP . (MN. CMI -T WHOLE VAIJril,' r..-. _ -�/�+ �+ ��-Tr �''-'. -r -__ _- __ 1 —/�'�\ -- - - —_ — _-'-�---7- - - -- _ `-,L_ _ if �,/ GAP a+ �N1A•HIIFF[�r � ,N„ .'�. FLORIDA BUILDING CODE (High VelocityHurricone Zone) i A 4 y�Q';'` EN --.!`�' i _ No 44161 ': ranc nEco' 20 GAGE GALVANIZED STEEL STORM PANEL �,EY, IN SECTION A -A' *' I : * s -- __ e,/,y7 uo N.r S. L"F - . , j7 ,`'- GLOBAL PROTECTION PRODUCTS. U.C. w7E �I L E� C O '\ A'. .ATE ," i N t ag06 5 W 51 {7gQT .''`?O DR10R,� DWIf '"':L':.$11;'i , �'�'�_t/ .+°1 yxH": RNbS (95.N6t IS'u'i96.)66e-6ri7 2a-17s .o ...A .• — "u-0ooeHle DRAWR Na r ,#,/` ;_RN/_ A1µ7,31 A n:P Y1 P.! NM VINO( 10 Lx a.167 a » 1-3 INSTALLATION DETAILS FOR REGULAR PANELS;! & a INTO EXISTiNG POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _ ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET 9 -POURED CONCRETE PQURE° CONCRETC POURED CONCRETE FOR WOOD SEE SECTIONS ON SHfr 12 OR CONCRETE SEDCK OR CONCRETE BLCCK OR CONCRETE BLDI 3' MOX 287• J• REQUIRED CONCRETE AAC,101N Nu SCHEDULE Ob REWIRED ANCHORS REQUIRED CONCRETE ANCHORS '' W,, (MN CVD&AP -1 1.A:,E VA,J_rY1 I• Mm _. _ e. /, f4 elYTr, 11Y17 _ _ ,Her 9) (SEE SC H (SEE SCHEDULE ON SHEET 9) (SEE SCHEDULE oN 5>a2T 9) D.M. Ft so W/o e 0 • e e I I I I 1 II I lE I E.lo I i- iJS E D I t (. I E ID 1 L :!J I sox I; I OF r_ - .. - t 1 - - " - - I uAX - f 'I I 4 I i: I/•'.--,• I I - 1 I 1 ss eats.i ; I �= Snr ; a M. .e HI w sDWWA_ I (_ __ I m �,,NL t.IMTIM A O � R� - "F ; Hw. ,P.MWw1 t0 r N , " t-ATA+ (T,E%AP e t 1 I I ��� 1 � oa_R iG I RonR s.aTn . . 'I/. -a--,. 1 1,.S B0.15 ./ -' O I T/e4 a]/Sz•Iy`� y l . EAntI � � `t/;.-ml,,• E � ' A I- call ./ '- 17/e•a . e/Sz• 5. 1 O EACTI. �• s I i �iii J I , 9 I51 • R' W/ I '� D ti I T// e•. A . 3/2r ,Y . ALHr_ i I I ! Or 'L, I I I i - � 1 WU 7 I t I I i i i -. ' I-._..-, I 1 X I I I I I -L _______L_ __ - _.l. _. _ I I I�� ry�!r�: r--C(.,ss H 50f1 aASS-i OF IL 1 i) MAX I 1 I 507E „T. OF L' ! (, �I 4Ax oSfFy(�; I 1 r.Ax�-I 1 Esm -) i '.-�OMA,' _ - A e. n wiz V,V • ua. - 3' MR. D.Y„li& M ® s0 IOF/12 , • - - ANCHORS M+CHOFtS FOR CONCRETE SEE FOR W000 SEE SECTIONS ON SCHEDULE SNEET 12 ON SHEET 9 - 7AT..3/3]- E i. * C14i1R. E ° i £ ° REGULAR STORM PANELS (�) & �a ELEVATION ' mooC1] - IIiiiii I 1 Y.ALE 3/32'-,' 1/.- MAX GAG 1 ' tE7'- 500' 1 C ;_.: 1 767' I I/.- I 114-0-2013/4- S.S. BOLT w/ WNc NUT ---' I I .I (MN O,iERU -T ,WiT..E VALLM (o yy - <� �\ J1, - - -• t CoNCPRE AIILWRS S'AC6Ean 2 1/2./32' O 12 1/7. OC. "fX.CRE7E ANCHORS [SEE SCHEDUE ON CONCRETE ANCHORS (5T1EIT 9SEE 5U5)IEDUE ON 1/a' ti �/ `._.1 MAX. CAP ,1 +1 ,�-,i{ / STUD (SEE SCIII ON sHm 9) SNEER 9) PDUpm CONCaC1E ON, CONCRETE BLOCK CpiCRT6 aittr'E'EK OR POUREn coNCRLTE w RWNC� BLOE7r SECTION A -A (TvO.) SCALE 3/32'-t• REDUIREO SCALE 3/5-T' SCALE 3111 I• SEALE�pRltillNyM, gP�•.• ✓ ' g �; �GENS • 9 FLORIDA BUILDING CODE (High VelocityHu cone Zone) E.D. - EDGE DISTANCE (SEE SCHEDULE ON NOTE-fOg Cohgn E1TON.D-SES.,T�INS- TOP A BOTTOM MOUNTINGS CAN BE ` No 44167 a *: * __�., ,_, - - - S TE I .. ,(G •' - -c Rzw6 ra1Ew. INc 2D GAGE GALVANIZED STEEL STORM PANEL L'. , SAL PROTECTION PRODUCTS. LLC. 1L E C O DRAWN �,., 07 �,n0I6 SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INt yG S •!F..F .R)DP.-•` �P-y7 nor"I A p art- tO,R-v Mti 111,1i 7 R.DAA (s5+Ms9-75<6. AAK (A>.7Aeo-aroT gip, 20-176 LV •'. 4 P.n' o,-rn"s . ,a (rei - CARANI W. Cei FlrI'TO $,ILE NjoylN/5E2MIU4/aAR xµ7mG 1-OWegLTI10.. o[ 4, rf-,U v fKtT7 a DF I! nEIrcG+ Ix. ,.,67 Z Z W J Cin x.l.�� L a) (1)C_ (1) -+--a +__# C/) =3 M U) 0_ CL (1) =3 M 0 L_ 0- 0 ■ /a/�) V/ LW LU a Z Z Q ._J 11 SHEET NO. SH 1.0. II 1 I 11 I ITT I R!P-BR111IN] In I Ii I iJill I 11 Ott 1 -- I - = r I --IL' "I 11'�IIi111 1 I' 1111mi - e[cIn.GJ I, s . . WALL AND FLOOR MOUNTING INSTALLATION FOR ED�'ia.16W 1,/3-V NE -9 a .+r- a _ SPUT PANELS °` "°'" Heft . • •] -_' .ollaD� _( ``\,�, .. r_._�___7 (Ya•.;/c10'pnr .:� _ z-.,J••.D'-e• ._. -.--:- - (RexAS-W�'•nw) T"_'""r -i-I Tr I.. \EV. MI ; ; ��_ • 1 , 1.1 1 (, lI• A Y��-----��---- F IM.L[N i I I f1/A 2•.�• - Y, _ - I )• ! ,• vM: I�lj,/s1„r. can 2 I 1 I , 1 2 1 3KA ( !' EDGE IX: MALL •I 1j3 �' I 1Pd[nY'm. CAN t "--1T w0/IY� TVCW 4 1 I 1..- N I r w --• I' _ _ __t �- wharf ar aurr eautx q r t/r 1 I If I I 1 j I f (_ A 4 1/2' arOalltt[ "'° -r - - YIN E O .ELIEVAATION ��j /`i(.' ii.l'.1 TTo ClASl i SCALE, -Ile - I' SCAR• 1 • I ' r-- i 1 SAIL i It 1 t I 1 P.xr, ./S -o• Mo. •IMn __1 4 .. r�-r�---•--•-LILT- _'-. -lL-• •'� / 11•-'-` IOiM a MS4 'M6111a MGM -.- w40. • r>Q R�lar M.W60 I 'i`' \. ®wbr'��"��,. -i----I _-a• r .can s`i iiYS ` I Ir WruAw aoN-n AUP d .ADO -.,. -n�0 e�l -a Alr' D.c -CAA oM TMe sHiEn . I I� T• --F r---t. anal./ a�h'_-.� r �. ;n• I /l mnaeoe'rar W as rl RS+-ICAO i I ss s Ms e r o.c Y I® / n,m cont -• -'', I I I- OM PANEL MARL .a_J Ill ,/rr MN eRITs I I LMIOIH a MItlN In69llC MTwD I� r� -rI -;� p/.-JaECAD¢N •w.t,t.. , -.lr O] Pa-•Mf YII ® -__'-� _I / -]- (NN!IpWMFtIO9-ve,R.R .NOBaIPRNOP') M) ---_ III ® -I 1I • 21 _ 1-. 1IwuD•• �rM �j .l I T I 2-T �-- L I.A. { ---- { / E ATION SECTION Y-Y Yea SPLIT STORM PANEL ELEVATION r 1 � SCALE ,/.•_,• i SCALE 1/i -'• d rRlMiit SCALE I/Iti ma a ... S wN1 a Cue DETAIL i j' MUI I ION SCHEDULE PouEn LxIrRLn �,] , - Mon. MULLION REDLMKD Wn. 1 1 SPAN (FIT ' TUBE MULLION •• ` i�`NI 1 --'- mMCKR MCMMR lo l C--- I 1 d seftt . k fl a i-b• i• . !' . t/b- y1MtNnN/A;•)'/I,N I ( .ANa�e-.• YIN ..Tel > a-e• io a'-e• r . a• , I/e^ �,aP\SEa. ..,tj/j✓ or .no POE.,. -TIP ossuli Rn.x 2• . 5• . ,/e•. r` 3`:' VCENS• raNrJaR M4 DRc/ `\ /L > 5'-e• ,D e'-,D' 2' . i > 1: i •}' F s Lea soenlAE 0t, AF s oN s•an e • v) �✓ _� �D sm . > 6'-1U' ,O e'-D• 2' , 6' . ,/e• _ :. N0. 44167 s • PANS V,)rFOR AS.D DESIGN PRESSURE RATING = A, * = FLORIDA BUILDING CODE (High Veloci Nurritone Zone 55.OP.•'. -720 FIAT ' • MD'IMUM TUBE'S p;M1{lJyplN SNARL B[ ORENTEU PARALLEL TO STORK PANf1's LENGTH :9p •• F ' 4r moa6 rBTEw, wc. 20 GAGE GALVANIZED STEEL STORM PANEL SECTION 1 o e smi JIB-,' '''' FSS • \ "BAL PROTECTION PRODUCTS, U.C. NOTE: YULLIDN UN ALSO � eASTW w/0 STORM PANGS ON TOF 1 L E C O IMt. •acD sr. 5, srPE[T OR BOTTOM SO THAT IT is LOCARD A, lop OR wA o. OF OPEM•IG •/ ✓' 'v .i J rw. °qr ENc"'O"" D CD nPnArr1« ° ^ IIII` (ONE PANEL OPENING W/ TUBE TOP k BOTTOM) _ _ Owl i,I- w 1. LASE' )� Tu, PHo,[ 1•s•Mee-T6•s, FAP (rs.)ew-en7 ZO-176 ' u-arcane ape-,c ue P E SEAL/6NiMT�PE/MR WALRA A TI L Y- P E - 0RM tt. H17 eKC1 J d Zd INSTALLATION DETAILS FOR REGULAR PANELS 1:' do INTO EXISTING WOOD STRUCTURES ,r 11 Mi/r,4P+.1 rrw,FY PO00"rpr�Lvet F---- 1 Itlt-a MNLOFIa I - l-_ RMYD® w/ 9teE�r OC AT r nc A, ! - ,/.+,K ,oe+W • r or, ./ I ii v', I mis .Poo ie ool'O•A1°e iwe,w .orooro'i0r°wall1O�'vI , 'nm,.wo w lrlr.m RIGOR � I i n a"m.ae P CRP nwuwan 1"-...�--{ -I( m/:Haan - I•--- / • 4{ioe 1 '..� /J' .-F' -- W/'carol a PN°°o°n �- A,"/ ��IL_-._Y�I 11 _ i )u J Cr �H � ®aG 1 _.,,-� � I A'i°paAmiIX°' 1 --�: � a •�'m'Ea �I �� � rr1 ��vYLi,Hs Y I 'w°00� C 5 - nR OYw v nAu p aocemi • ,_ o��no"- .e3wwi i_ rprO1.Iw i ' F o a as I 11i MOUNTING 1 1 1 I INSTALLATION - ALTERNATIVE SW .Go:�A'(!,n•Pc r xNE: ,/•• _ I• ERR • Gt L Eric � i np. � I c rFml luny � 1 III MOUNTING Alq,Am l-ysnam m N F°o Far•N�• T INSTALLATION - ALTERNATTVE 1W I ' .4 ....__ /+• a 1G.sam •w„YH>. I --s• NNo' oe•'�6Owr.c to. s' - I 1 ) AI Howl+ r GOAT[ SCALE: Ile - , • CEILING t FLOOR MOUNTING ,ALL t i1.00R MOUNTING WALL MOUNTING INSTALLATION - ALTERNATIVE Ica INSTALLATIONS - ALTERNATIVE SW (SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX, SCALE: Ile . I' OWAL LATHM - ALTERNATIVE 2W A.SD. DESIGN PRESSURE RATING) SCALE: 1/4' - 1' Si Ile - i' rrw �, �•�c I � 1-. --NOAm ! / L/ •Y w•nen • .• .. Jj :6nRPe1 rro °.mn can r FLOOR MOUNTING NOTES: 11„ulur,l, INSTALLATION - SECTION MW SCALE' 1 /4' - I • 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WfTH A.S.D. DESIGN LOADS •,,.... ,• j✓ y UP TO +55.5, -72.0 psJ. AND PANEL'S LENGTH UP i0 8'-8" vCEN �:y�Q; •''S •'•• 9's, FLORIDA BUILDING CODE (High WlociS Nwricar» Zone 2. FOR NEW WOW FRAME CONSTRUCTION WOOD MEMBERS TO EE SOUTHERN _ FINE NO 2. W/ SPECIFIC DENSITY OF 055 OR EQUAL - No. 4167 rra]o mleA. 'HE 20 GAGE GALVANIZED STEEL STORM PANEL rP _ = caw 1w. NOS EDR-COMBIINATION of U 11uN_- o'•. ST EY ` - / � GLOBAL. PROTECTION PRODUCTS, LLC. . 9 .• 1 LIE C O O N. Gem Sr 51 iOf g BOTTOM MOUNTINGS CAN BE ., G,{.•., ft'. R10P,.• J�r:-y>- YALn ,� Ala a ENGINEERINGt PMY OAwE. iL COMBINED IN ANT WAY TO SUIT ANY "" r "e' - trwt rH-ln, P'IOE: (.1-Ass-I.S. TAUT (/6'ka.-Ii 20- 176 INSTALLATION. A'•SS�Q 'AL FNG,SNN _ N.+ lxu nl_,w , a'A'R•2 NO IIII, IIHIIIA gY./RfIMIMa/WR IL•l,m A I,lJll A.. 3 _ - RAWOA O M CONCRETE PNCHICRS CONCRETE ANOIW6 FOR CONCRETE ANCHORS- SfE SCHEDULE CH SHEET - (SEE SCHEDULE C. (SEE SCHEDULE lMl -J•- 2, FOR R°OO scoi SEE sli OH SHEET IS t 2 A 1is SHm i t.)� POURED "'� ' v �4w+ 3i4 4i4 ,. 2 ,Wi,S _,. i <- aouMmt SOD• 250MAW,'- • -- --"'i - _ EaCONCRET[ ----._ I ! - --- I ,\ _ -- I i +. r t I� I I I I 11 I I ,1 I I d I I I I I I 7I . I .. I I I I I I l I I I 1~ ( 1 !I _ _ I I I I�I II 1 IIll I SEE r GI sa SI:LIEp4E OM-• 1 rCq LQP nR� - T Mi SEP/A/ITgN I I G (ENO RNE'J-j 1 I (ERKRM PAKElf ; (w,FMOM rN1E1) I i IIHJIOROR 'TYNEI) i I (QPo rYEL)I ro IN I I I ! i j I I'. I i! I''. I I I t 4 + jj j Tr/NaG NUT/ • a I TO GLASS ' 7 °•WIMAG w i EY£NY -�-i�--1'�__'1 -..l . 1 tt-�-��. SRN°. li ,/ .0 -STUD • ,x I/a, DC 11bIPE ,�} _-�,/ihr MN711NF f' I I ! -1 j I , I I I `r•`,' /e• W 1 �- SCRLw w/ °PCEowI S; e" um. (CASE I)I - ) fr- , ore. R/ S1/2' o R TO • t2 ,/T• OC. (SET (CASE,") 10 • ] In OC - ':. I 1 i I as onAs : !J�i i)II 1 "' . I 1ar(.rLTLD/AIIDwiLPeRAN ELO5) FOUKEDCDNCRLr, }(SEEol!"As OB ,TI.ON co--" a 0iWit REQUIRED 11A 2/4, zt/4, 3/4 LA 4/4 1,'2 d( Tw/15 1, 2, A 1W/15 • / - ! ALTERNATE LOCATION ON LATE SAFETY PANEL - I I AREA w/NO LIFE SAFETY PANELS LOCATION OF LIEF (SEE NOTE I11i REGULAR PANELS W/ OR - - SAFETY PANE: --� W/O REGULAR •RACKS (SEE NOTE I CONCPE'R ANCMOR6 % RE LOW) LAST PANEL n TO BE INSTALLED AS lEL SAI'm STORM PANEL. °PENND SHNL (SEt SCHISE ON _/ ��� rWP[D T.OMCIET[-� / }L�41E Cr qgArBB OPTION F AlLwi 9E PROADEO w/ BEAR MAYOE ( CONOmONJ 10 FACIUTAIf INSTNLAigN R MlRNGEp Canl MiOUNlO • _ ' 1 ( 9AT ITT INSIALL F STRICTURE lM REYOYEL FROM INSWE CONE ER ANCWOPS g` SC °" S.m -LED ELEVATION SEE CM WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32•-1' - SECTION 1 STALE 3/e' - r - SECTION 2 SCALE: 3/8• . MIN cw ©®°P 7GAP IYS)iFyt,�yEJAI SAFE.:^_;..67QRM_PHN;:.S_S[EY- INS[Ctt:CJt:h. s I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRS' DR 'AST PANEL) f -_ - -- -- OR AS AN INTERIOR PANEL. (AM• PANEL LOCATION INBETWEEN END PANELS).orEMEIdI) vMEJs B (ALTO 1LOUTIM HFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED AD.IACENT IC REGUJIR PANELSIAMELS Di OR W/O REGULAR TRACKS.) r+ /�s SEE NDII 11 2 LIFO SAFETY SfORZ,N PAk1 CONSISTS OF D.039' GALVANIZED STEEL STORK PANEL AS SECTION B-B PER COMPONENT , SHEET 2 OF DRAWING SCALE 3/32--I• THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE kSIDE OF STRUCTURE. J. tFE SAFETY PA REQUIRES TOP TRACK TO BE DUMPONENTa)& 3OT-CM TRACK 70 `tAt`"•A11T�L[%TNFaa BE COMPON T AS PER SHEET 2 OF THtS DRAWING . �f(,P..... ... COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED FOLLOM•NG SECTIONS I a A V N '•_'Q 2 ON THIS SHEET, AS WELL AS DETAILS , a 2 ON SHEET 14 NN Q' : \GE $f ' ? FLORIDA BUILDING CODE (HI h Velocity Nu come Zone 4. M++. LENGTH GDR COLIPGNEI ®5 15' ; MoI. ANCHOR SPACING FOR COMPONENT 4j ANCHORAGE AT BOTTOM IS GIVEN ON NG' •% •N = c"m n'tFto' '"C 20 GAGE GALVANIZED STEEL STORM PANEL rP SCHEDULES 1 e: 2. SHEE- , 4. * :. a g oP YwN a• COMPONENT ®MAC HE PERMANENT OR REMOVABLE - ATE Fi�,.__i- _ - q �`• � �ir� ��LI \ GLOBAL PROTECTION PRODUCTS, LLC. DATE 5 SEE DETAILS FOR INSTALLATION IFJTO WOOD FRAME BUILDINGS ON SHE,' ,5. = '9 OIIs4.,:' .,. I LV IMEMc \ CAR '',, O,[F�� /• Gem sr. s, sTR[FT E SEE SHEET 4 FOR DETNt APPLICABLE TO THE NECESsm FOR THE INSTAL AION OF laeTlMe f [MOI,�wERNO COMPANY DALE. rL 1Jl,. . SS ONA� d• olma R nlw `MCC[' (•SUseo- SP5. FAA l•J•ka•-enF 2D-176 SPACERS AT TFW9S INSTALLED ADJACENT AND BEYOND TO STUCCO/WOO] BAWDS '"TNT, IIN,-••1•N I•.- PIN) m-I.�i, NA PC SE.LJSH@Mn..."C.R µint , A 0 ,OL' F1• wA n MieTE aaQ ,! p X MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.3.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VALID ONLY FOR PAI &@ INSTAIIATIONS AS PER SECTIONS I THRU 10, ON SHEM 4, 5 e 5) ui • BaTm wJ T(.ti-}ly I' SS MS f wMAGNUT AI O.EIRAP r Ma]iYCH C PAWL MAXIMUM A.S.D. DESIGN PRESSURE RATING(12,1 l AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS �; INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VJ'LJD ONLY FOR PANELS Qk @NSTALLATIONS As PER SECTIONS I r*M 7. ON SMELTS 4 A 5) MAXIMUM ASo NAmUM AIEJgRS SPFCNG TOR ED. - J 1/r -• __ DESIGN iAVCDN__-._ _ CA, TN_CRP _-_.�-__ WJI-W PNm n IIMME, n PYALUALUE DLLs SECTION! / a 1°V.Alum PANEL PMESSWE I TFO 0 m To To AM' COMBNATgM LENOM 1.' (Al.) RI (p•, i N CMfRF,E I COae.K%1[ I. GaKRIR COa11CA[,1[ 10-OCM[lF Ct� TO CONOETF COINER TO CONCMCiF C.Acm E OF THEY ----r- eLOd si e- /A N/A M/• 6 1 Ni ° •% a• MI 6' 6 'I• a' ° I (BOTTOM)) e - - _ a M/A 6' A/. 1 N/A NiN/ a MIA I r (MOP) MIA 5 Ni 5• N/ - l (BOTTOM) r _ +SSS. -no 61 N/A I N/ /A 6 K/A a N/A 6• N/A ] tr s (TOP) >'-5• OR LESS I _6• 5• _r - -}I-- N/A- a 1 a_ R a• a• 6' N/ / ..._ MIA a N/A e. N/A a' Al. -. 7 �OP) I 41 _�.---e - ° a _° a I e• -- + a 7 (110TTU,1 N/A CAI, 1 12 Vi' a /+• 1 12 1/2• 1 6 1/.• e V j e V•' e ,J.• B I/i 5 (TOP/90n w ttpNN ANT/�[% A ?3?���RCENS r�s F FLORIDA BUILDING CODE (High Velocity Hurdcons Zone ? No. 4167 nzno `LNGO "c -77, 7f -7 20 GAGE GALVANIZED STEEL STORM PANEL.CANI 1. so At.q9 ST E OF- �, GLOBAL PROTECTION PRODUCTS, LAC. " aJO99 �^e� • TE F( LOP' Z ys % I L E C O EMe I, .ero s.M. sl snaET s, E'.. '�' TA1AI a s tOurANr CAME. R 11J1. ,s N PColiHaE (P!•)ae•-n•6. rw fPa•)ReR-aFVT 20-176 /"ANNIN NI E SUL/SJGN.TUH[/WR CA-OOOe71P s MMr.r Nw.s• o,"Aso Ie .n. �vL MI ) elan a °F 14 inPAW WIINIAIR(A�S�LDgE N... )LLNGNr �F' t0 5[CIgeS D U.t ] lSII l CaONS] I '^"" � ! ��prON 11 r,0 � WIdKF,IM Sss -TTA L ) 5 OR LESS 2 IJ4' JNBa,[p t , i1gU S k T I 5 TO a e 4P. ! : J/+• �U1IBDLTm +. , T,EIU ! r T ro „ 2- LLati : 2 1/�' -r' eu�ho��Ku�pw•IN�- t -- ]2, -•a.0 ,T'�' OR LESS ~ ! '/i' 1' ea�1E0 RN1� NCO, a. fl r +D SEE 5•ECIS ,D a t, TOR ANC•IDRS TYPS a SPACYNG FOR MTN1Ai-0IE •(10 w000 ,RAY[ BURDMID MNYUY •MICgn SPACII,DS AMD WMAlM EDGE gStANCE M[ •IDMU1m ON 1M SCNCDMC r0A CD :CMS nWJ eoMTEO oN 9LWEDMIE .mVCE ALICl10R SPACING BY MLl11PLYwG SPACING SMWw ON SCHfO'vl[ BY 1,E PasoeaMc FAtRM4 IDF il•1 OPERATION ro eE PpSSgLE. MfpJCm vALwc aerNNm USING rA-iM sHwa not aE LEs •,.NL MwWun SCALING WD:GRo 2P GaoT AN[Gw ,m AT ANtrgAs LtauD A11011E0 7Y/E '/P• I/•'• ,/<•• ,/+•� i/<•• 1/4'• IAPm, O ,N-i �C �'R+'C Gu-r rAn-e[f Ia, AItPMOR PAfiNe ( ••Na..Mwl r«w. (w) h.] s ADpla [a one[ u►oeslD IPCIpI v< ID , 5/e' LONG ows BUBMNG w/ INSTALLATION DETAILS FOR REGULAR PANELS'J) & PANEL LEWIS M5 • °'AN 6 t 4* INTO EXISTING WOOD STRUCTURES "CAR L LEYGTLP ro 5'-0• AND ° t/•• 0.0 - "CAR LEAIGtH3 W ro a' -a' I".. w IT+-'D 12 112-I0 fEYNE DOA - ifi, THI PLUS • - _ - 2 o. C. H , t 1Gn. T,WEAMD - �. PENRMIgM 10 HIEAOCR FDP ALl LINGns LA {�� iv e'-6' MOG I •.:.:o srJE,Ia • •• CAD w 1 ' I PvcTwat%N i _ 1 I I ).,I I can ED Lr 601 I ALTERNATIVE TW -_-_•' _...i_._ SCAF 3/e-1• SCALE J/e-t- SEE SCHEDUAE ON SHEET aSEE m 1 I 1 I I{ 1 ON S E i i i � Epp o OtAnup SEPAMAI� I I l/e•1.J 31' I FOR _ r I I,wlc IAir • _ TO G A55 IT ,h (�E.. EQI I TO Y ) I : I E0� 11I I I 0. sooTo; T COS ' -. I E0� I -- _ �_.I il1 1'; 7 E0, r- to: :. .TIN La. I i P[E°00aLeMEw° R I t/i .0.. 51e• Larry BRASS aaH.w I \. ��irs I- I leul,lmR _t -- r/ +P'•-xoa' ss. us. • t ,/•' o t-----}-- FDA PAIp LDCMS W TO !' O' AND e .. I /•- O c mM Lvali F ro a' -a' ( Y•s' AUR 'I DR /t. 10 AAMCLYAR FUME O OR IEauw[o I/ Ill C�ME'D'R tMEAA.0 A, 1 I ! /`n't''Gicn w�MAO.6a•ocR 'L.ewMDTH of Exm,m II PLATE oM :.• PAR • rORo H or PUTT «nrnM,� ALTERNATIVE 3W ALTERNATIVE 4W ! I •Ga.:ttD SCALE 1Je-r SCALE !/e.r .LL LENGTHS CAP TO W-e• Mm, - 1 1 ffl woo" ME DIRECT MOUNTING INSTALLATION BUILLI-DOLT MOLLNT�NG LNSTALI_ATION NOTE SHUTTER TRACKS NOT SHOWN F CLARM ALTERNATIVE BW ALTERNATIVE 7W SCALE 3/e-r SCALE 3/e-1' tllo 1 , Tlt 1YN 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.O DESIGN LOADS N.•f v�E••' •� ••: /'9 •t%y . P ' \GENSf •. UP TO -55.5, -12.0 PSF AND PANEL'S LENGTH UP TO 8'-8' FLORIDA BUILDING CODE (High Velocity HurrIcons Zone)] 2. FOR NEW WOUD FRAME CONSTRUCTION, *ODD MEMBERS TO BE SOUTHERN - raoTo RRm. PNG rP PANE NO. 2, w/ SPECIFIC DENSITY OF 0.55 OR EQUAL . _ N0.rvi : * 20 GAGE GALVANIZED STEEL STORM PANEL oIMRN a, *. NOTE FOR S�IdBIEUT1oN of SE cJN ST _.> - \ GLOBAL PROTECTION PRODUCTS, LAC. o7/Te/soio "_ °�'' FI L E C O INC.R TOP HL BOTTOM MOUNTINGS CAN BE '•g G,C�: ••.,, Al1u" +em S.W.ws s18¢I COMBINED IN ANY WAY 10 SUIT ANY ,, ••A SSi i H,r�rri. No a ENe CO A, .1YA. ( �A1 a, r CAMIaHt"o INNING CRP. •L n+w wgrc (as.pp- Fs.s. A. (n)eeM-s,n 20- 176 INSTALLATION '/THIN N/NI,IJrI 4J.LJIKJAARAE/dR WANTCR A FELT . AT - MR I, a FLOW- I �•I I i STUDS OVERY OVERLAP 21 •OC TO HOLD PANEL j 1 II I ALTERNATE STUDS o EVERY ovEwIAP t 12 I 0. C. I (TO HOD PANEL 5/9' Y.. (CASE V ' � ]' A. CASE p - I I0I Ojl NIII \ T L _! I / .J+• SCHEDUL E /I SC'ESET /1I `'INTERIOR PANEL \--END PANEL FOR [Iwi -- t-OR MP.. L--3• - OR DIRECT MOUNT 44C� ANCHOR SPACING SPACING •-3. MIA, DETAIL 1 : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) SEAL£ 3/1e' - (- MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT:& FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES L1.__Alillfi ANAL. NW-C-CONOIinyJs_TOC t. BOITQM IL L.D- -..3 122_• AL _ AT FNI ( AT ENO PANEL �'--I 1. +-F- Oso N ' ,/4• SEE SEE - INTERIOR PANEL \- CW PANEL ® Off EI - SCHEDULE BGMFIIULE - / /2 FOR -- /2 F(N{ - J' M.4 ANCHOR 'Al ANCHOR SPACING SPADING DETAIL 2 FLOOR _ MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALEJ S/Ie' - I' MAXIMUM A.S.D. DESIGN PRESSURE RL{jIN s t) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE =APPUCABiL ONLY TQ.jEDT10NS__L eTL....i10)CA7Etl EfAi ul'E SAFETY SE�PLILi[L ST.ST�L.QN SHEET 11. YAXIIRN AS.0. LA^COII C iN-ptP CAU-PI AAIElYJR rTlMNF a IMEIJLVC RUS �rABli fi D{S[Ai T SEC,Ik•S 1 a .LAIWUY P.W. PRESSJrIE TD CONLroRETEl 10 [DN[°RE'R ro t TEE m I�� tOl9NR1pN IFIgiH 1' (n.1 RATIO {•.. A,, : ETE ancX rptRETE OJKX GOICRfR 0<0[K CONCMfR BLOCK CONCRETE I BL➢CM OF ilE4 e' N/A N/A N/A 6' N/A 6' k 2 (TOP) +55.0. -72.0 9' 7' 9' � 9' 9- 9' 9'- B" t (BOttON) 5'-0' IXJ LE55 6• N/A N/A N/A E. t CAI 1 (TOP) 9' S• 9' 6• 9• 7 T/Z" 9' 9' 9' 9' 1 (t101T0Y) 6• I N/A N/A e• N/A 6' MIA I A 2 (TOP) +550 -720•7'-6' 70 B'-B• 9• 6" 6' fi' 6' 6- I (BOTTOM) SG!LiD.>i-i-1. �1N._iLCt4RJaDstNIS�'1�IDS5_At1�II97d�i._LO._-_�_l:Z WA CONCRETE cowom , LAAIINJM ASa !STUD • !n' Y- TINY TOP u AHIoIt> -CASE r (s,la • s• ,.. rwI rn v YCLI> APPLICABLE TO DESIGN iAPCON - _ SECTIONS N k MAXIMUM PANEL PRESSURE TO TO TO 0 Y COMBINATIO LENGTH •L• (ft.) PATRNc ,,AT • [ OF THEY +49.2 -61.5 }• }• ° 1/2' 4 1/2' 2 IBOTFOM) %'-6. OR LESS .52 H -66.0 }' 3' 4' +- 2 (BOTTOM) 7'- 6, OR LESS +550 -72.0 2 1/2' 7 1/2"-- �'-�---- J 1/1' 2 (BOTTOM) 7'-6' ON LESS +55.0 -71.D 1 I/1--�2 1/2 - N/A(BOTTOM) 7'-6' TO 8'_0• »55.0 -720--_.N/A v. N/�. 3' 1" 1 (BOTTOM) 17'-6' TO 8.-e• •NVYIAI a aCSIWL YIN. PMQ {s¢>YL'IIan6) e"Ote PI/a�101 I tONtrIRN •550. Ka e-a' r J/r u•alea SEE 41 IS FOR MICNDRS TYPE k SPACING iD8 NSTALU71016 INTO eIDDD AAg eUEDIND. YVMAN ANCMOP SPACINGS AND YNYtN Ei)aE aSTANCf AlIF •NoaATiL, ON Ms SC,EWii, FDA ED LESS nYN eQ1fAiED OM 5(MOAE Pmti[[ AMCr,ON SPACING for WLTIPLn.G SPACLI,D SHOWN ON SCHEDULE IT THE rOLOeNG FACTORS r9p 1Ms OPEMiMIN ,° K POSS,at. PEDIAZp SPNldlf OBTAwO USING FACTOR 9MM1 NOT BE LESS MAIN ,MAWA1 SPACING NOIurtO raR EACH ,NYCHIOI, TAPE At A/NCHIORa LEaam. NOW TMF 1HO ,/a'• ,N'• ICJ+•. ,h'• rArooN o w-aeP PAWEA4LAn "''ooL1O[cvR-w w non arraNc EeI.I PMgq,APn 2-•.•h /k) "Ai lo.ar few (M) J I/3 IaK EL a OENO.i NLIeR J• ,.W Ia0 - I.m U ! Orr `N•�E4 A. TIL[I +� _ No. 44167 '. * '. CODE INSTALLATION Ani 10 CLASS- 1. GIASS. 112' MAN DIRECT 21 Al ANION MUM ALTERMIMMIN DIRECT MOUNT G INSTALLATION DIRECT MOUNT N WOOD PANEL DETAILS FOR REGULAR PANELS:;�) & �tA INTO EXISTING WOOD STRUCTURES 1�� l i 1 _ {'H 10 PANE1WrE PLUS TI+-IO PMIELWt[ PLUS f,4-,0 P ELM.Ti PLUS • 6 ,/.' OC w/ , 7/e' O 6 ,/<' OG w/ t T/e• -. O 6 , THREADED PENETRATION 10 THREADED PFNETMTK)N TO WOOp nEApEp � THREADED Pf�LMT10N 10 C%ISnNG WOOD HE110[R ;"--T---� ExlsnNc WOOD NCAOER aEOUNiED ExISTINC WOOD HEADER I I i EVON SRD • j '. I I , [MR. s,w a I ewG NUT 2• !a' O.0 -, 2• { ,1Ofr S,m e R RaHEADER � r,'000 HEADER OC pE0U18F.0 i $I SCEtIutL DN I I SCF SCLEASE DM YL 50®ULE ON . s+[Er a � vEET e 1 5b.. PANEL IfNGTh � Ma.. PANEL LENGM Na. PAAI3, LENGTIL 1 L/ir-}eXl• eS I (SFI' NOTE 1) I YJ•'•-NJ*,' S5. ' I (SFF NOTE ,) /A•• eon• 3.5 I (SEE MOTT ,) I S w/ >/e^• 1 S. R/ T � � Ev[wr o+FnAP l I ]r' IHPND M.n• 7 I _ � �' Jl IKJr. QCIRAP f• � 501E � """ ' I:j'MAN-3ICJI! Wxd'wi rASMR .NANO HLJt • 1 Tny • S/y r0 � - 1EYFJF s1La • EO I • At I/r• Oa. EO -1 A 4wcIll• ;et/+' 2'.i WOOD ANTE z'«' WOO" PATE 2'.i WOOD PLATE � I u.�Tl°IPGEAOE� 1/2• REWIRED I C1.-,0 PANELYAIE PLUS REOUIRCD � REWWEtl PENETRATION At i r'irnliEA'DJEo P°EMETAATION e' I us7Mon+ GF PLATE ` MIO WIDTH OF PLATE � L' 0 C. //sAccEREO w/ I 1PfNCTRAnON 1 1 - AT MIOW!QTN OF PULE _ - WILE !/n-,• SCALE J/M I' SCALE J/e-I' NOTES: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W h IOW ONLY VALID FOR stt1NNN11/,lYl PANIEL'S LFNGTHAUPDTO DESIGN `LOADS UP TO +43.8. -AH.O D-5.1. AND TICL/l9ry 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN 1a �' ••' •' g P: LENS •'•'9 FLOE N0. 2. w/ SPECIFIC bENSITT' OF D.SS OR EQUAL_ \� f FLORIDA BUILDING CODE (High Velocity Hurricane Zona No FOR M ,ruTHON or sFcnDNs: = No. F61- '20GAGEGALVANIZEDSTEELSTatM P TOPhBOTTOMMOUNTINGSCANBECOMBINEDINANYWAYTO5Uf!ANY ST �,--`_�`GLOBAL PROTECTION PRODUCTS, LAC.INSTALLATION �F/�TIECOONOOL .am sw s, sIRE[T �'''EE,;'SSl r • • i.� � TLlTNe • EYaNmww n•n.Nr . ( aAMr, n JS11. .. se .L r a, .Pew rAI••a n n,«I ,.Inc es•pee -TS.S. TAX (rd•)eeY-en7 20- i 76 'YNNNI TIN CAL c�srAh/eGNAruPE/aR G-ae6),e ,wL,E]• A /Wf Jr.. PC RQl U w M ••,eT`OW 717 INSTALLATION PAT, LOCATION ST Az . CL co CIO -Co i DETAILS FOR OPTION �► 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,,. � uc steEMs • .• D.t w/ INTO EXISTING WOOD STRUCTURES 1 Mln Tlw[ADE,1 PEJIETMI,pM _ //22 R t0'EnSING WOOD HUGE I rl I i I I I EO I EQN _ Eo' f I E0) I EON wocD •tADEP - RfOHwm ,' S 1 I i +LIDO MUO[M MRc~NUT i LYnr. -!4- -i1H STUD . ,r vY oc ALTERNATIVE 1 ALTERNATIVE 2 , ,ro. r/MiD'•,�J'�vE�[oENur. F (INS) (5[F'1 1� I oE7 1/T 4) I }75 -r• ` I _ I , OWN Ma'ET ,': I I 1 yp I FOi r0 T � I I f \ w00' PUTT I wouw[c I I \ tPY ALTERNATIVE 3 ALTERNATIVE 4 J REOJRD 1 ,/•i l.'C. xRLTrs • 6' OC w/ , 1/2' �.. YW. TMIFIDm PF1NETrMTgN OR LdF BRASS &J9MYG M/ /.••-'°''' ss MS. fill °• °` DR ALTERNATIVE WOOD FRAME CONDITIONS IBc ANCHOR S t/+'•-TO PAN[LWT[ /El,ALE I) M PANEIMITE R15 • r O.0 r// , 1/2' YM LONE Sn• - ,. 1FKE/1MD PEW.TMTNSN rG EY75iwG WOOD ANTE NOl[ SMUfTLA ,R.CXS NOT SHIO"N rIIR CLNVn NmN,N WALL MOUNTING INSTALLATION ,r�'ttRA:TIL��t ALTERNATIVE 1W \GENSf'�9�9, 7 = FLORIDA BUILDING CODE Nigh Velocity Hurr)tane Zone) - � PmaO m,em. ,.c. rs• * �, 's 20 GAGE GALVANIZED STEEL STORM PANEL , Ns1AL:A„ors ARE DNLT vALm FOR euLawcs Ant, AS tlrs'u LDAos w to :.IO•., EOF ��s5, -T..O PM AND PANEL'S lf1NOTn w TO e'-e• %''9O •., FL R10p,:`�i6�'---• .�'., ,�' � )GLOBAL PROTECTION PRODUCTS, LLC. z iGl NEW wom FRAME Clk<SIRUCTAN waLJo NEARER'_ TC BE SOUTHERN .,'`F„"E C O INC. �; .am SING s, SHEET °� PANE NP x. wf sPttRt xNsrr.' Of oft DR oR EQUAL . SSI 'A�-ET•` T`aLJ>; �mRa a nw�ulNo coo. my' Gwa. R svt. '"r'rFNlll ,111N•N�f m e[fnA �3Nw PtIDLC. (R6.RMR-TS.s. rAy. (MILLI-aAT 20-176 •n... {FIN) n~. r- Isr n,-, _ PE EM/sFBHMTJAE/IMR CA-OmB71p � "° 1ML2R A MiR A. P.[. Y I._Ly CIO Co 0 N N U L Q O O O O 0 � O v_' V/ Q z z W JCn Q� N _� 0 U O U � LLJ Q Z Z Q J SHEET NO. SH 1.1 LOCATION INSTALLATION DETAILS FOR REGULAR PANELS 1:' do INTO EXISTING WOOD STRUCTURES ,r 11 Mi/r,4P+.1 rrw,FY PO00"rpr�Lvet F---- 1 Itlt-a MNLOFIa I - l-_ RMYD® w/ 9teE�r OC AT r nc A, ! - ,/.+,K ,oe+W • r or, ./ I ii v', I mis .Poo ie ool'O•A1°e iwe,w .orooro'i0r°wall1O�'vI , 'nm,.wo w lrlr.m RIGOR � I i n a"m.ae P CRP nwuwan 1"-...�--{ -I( m/:Haan - I•--- / • 4{ioe 1 '..� /J' .-F' -- W/'carol a PN°°o°n �- A,"/ ��IL_-._Y�I 11 _ i )u J Cr �H � ®aG 1 _.,,-� � I A'i°paAmiIX°' 1 --�: � a •�'m'Ea �I �� � rr1 ��vYLi,Hs Y I 'w°00� C 5 - nR OYw v nAu p aocemi • ,_ o��no"- .e3wwi i_ rprO1.Iw i ' F o a as I 11i MOUNTING 1 1 1 I INSTALLATION - ALTERNATIVE SW .Go:�A'(!,n•Pc r xNE: ,/•• _ I• ERR • Gt L Eric � i np. � I c rFml luny � 1 III MOUNTING Alq,Am l-ysnam m N F°o Far•N�• T INSTALLATION - ALTERNATTVE 1W I ' .4 ....__ /+• a 1G.sam •w„YH>. I --s• NNo' oe•'�6Owr.c to. s' - I 1 ) AI Howl+ r GOAT[ SCALE: Ile - , • CEILING t FLOOR MOUNTING ,ALL t i1.00R MOUNTING WALL MOUNTING INSTALLATION - ALTERNATIVE Ica INSTALLATIONS - ALTERNATIVE SW (SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX, SCALE: Ile . I' OWAL LATHM - ALTERNATIVE 2W A.SD. DESIGN PRESSURE RATING) SCALE: 1/4' - 1' Si Ile - i' rrw �, �•�c I � 1-. --NOAm ! / L/ •Y w•nen • .• .. Jj :6nRPe1 rro °.mn can r FLOOR MOUNTING NOTES: 11„ulur,l, INSTALLATION - SECTION MW SCALE' 1 /4' - I • 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WfTH A.S.D. DESIGN LOADS •,,.... ,• j✓ y UP TO +55.5, -72.0 psJ. AND PANEL'S LENGTH UP i0 8'-8" vCEN �:y�Q; •''S •'•• 9's, FLORIDA BUILDING CODE (High WlociS Nwricar» Zone 2. FOR NEW WOW FRAME CONSTRUCTION WOOD MEMBERS TO EE SOUTHERN _ FINE NO 2. W/ SPECIFIC DENSITY OF 055 OR EQUAL - No. 4167 rra]o mleA. 'HE 20 GAGE GALVANIZED STEEL STORM PANEL rP _ = caw 1w. NOS EDR-COMBIINATION of U 11uN_- o'•. ST EY ` - / � GLOBAL. PROTECTION PRODUCTS, LLC. . 9 .• 1 LIE C O O N. Gem Sr 51 iOf g BOTTOM MOUNTINGS CAN BE ., G,{.•., ft'. R10P,.• J�r:-y>- YALn ,� Ala a ENGINEERINGt PMY OAwE. iL COMBINED IN ANT WAY TO SUIT ANY "" r "e' - trwt rH-ln, P'IOE: (.1-Ass-I.S. TAUT (/6'ka.-Ii 20- 176 INSTALLATION. A'•SS�Q 'AL FNG,SNN _ N.+ lxu nl_,w , a'A'R•2 NO IIII, IIHIIIA gY./RfIMIMa/WR IL•l,m A I,lJll A.. 3 _ - RAWOA O M CONCRETE PNCHICRS CONCRETE ANOIW6 FOR CONCRETE ANCHORS- SfE SCHEDULE CH SHEET - (SEE SCHEDULE C. (SEE SCHEDULE lMl -J•- 2, FOR R°OO scoi SEE sli OH SHEET IS t 2 A 1is SHm i t.)� POURED "'� ' v �4w+ 3i4 4i4 ,. 2 ,Wi,S _,. i <- aouMmt SOD• 250MAW,'- • -- --"'i - _ EaCONCRET[ ----._ I ! - --- I ,\ _ -- I i +. r t I� I I I I 11 I I ,1 I I d I I I I I I 7I . I .. I I I I I I l I I I 1~ ( 1 !I _ _ I I I I�I II 1 IIll I SEE r GI sa SI:LIEp4E OM-• 1 rCq LQP nR� - T Mi SEP/A/ITgN I I G (ENO RNE'J-j 1 I (ERKRM PAKElf ; (w,FMOM rN1E1) I i IIHJIOROR 'TYNEI) i I (QPo rYEL)I ro IN I I I ! i j I I'. I i! I''. I I I t 4 + jj j Tr/NaG NUT/ • a I TO GLASS ' 7 °•WIMAG w i EY£NY -�-i�--1'�__'1 -..l . 1 tt-�-��. SRN°. li ,/ .0 -STUD • ,x I/a, DC 11bIPE ,�} _-�,/ihr MN711NF f' I I ! -1 j I , I I I `r•`,' /e• W 1 �- SCRLw w/ °PCEowI S; e" um. (CASE I)I - ) fr- , ore. R/ S1/2' o R TO • t2 ,/T• OC. (SET (CASE,") 10 • ] In OC - ':. I 1 i I as onAs : !J�i i)II 1 "' . I 1ar(.rLTLD/AIIDwiLPeRAN ELO5) FOUKEDCDNCRLr, }(SEEol!"As OB ,TI.ON co--" a 0iWit REQUIRED 11A 2/4, zt/4, 3/4 LA 4/4 1,'2 d( Tw/15 1, 2, A 1W/15 • / - ! ALTERNATE LOCATION ON LATE SAFETY PANEL - I I AREA w/NO LIFE SAFETY PANELS LOCATION OF LIEF (SEE NOTE I11i REGULAR PANELS W/ OR - - SAFETY PANE: --� W/O REGULAR •RACKS (SEE NOTE I CONCPE'R ANCMOR6 % RE LOW) LAST PANEL n TO BE INSTALLED AS lEL SAI'm STORM PANEL. °PENND SHNL (SEt SCHISE ON _/ ��� rWP[D T.OMCIET[-� / }L�41E Cr qgArBB OPTION F AlLwi 9E PROADEO w/ BEAR MAYOE ( CONOmONJ 10 FACIUTAIf INSTNLAigN R MlRNGEp Canl MiOUNlO • _ ' 1 ( 9AT ITT INSIALL F STRICTURE lM REYOYEL FROM INSWE CONE ER ANCWOPS g` SC °" S.m -LED ELEVATION SEE CM WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32•-1' - SECTION 1 STALE 3/e' - r - SECTION 2 SCALE: 3/8• . MIN cw ©®°P 7GAP IYS)iFyt,�yEJAI SAFE.:^_;..67QRM_PHN;:.S_S[EY- INS[Ctt:CJt:h. s I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRS' DR 'AST PANEL) f -_ - -- -- OR AS AN INTERIOR PANEL. (AM• PANEL LOCATION INBETWEEN END PANELS).orEMEIdI) vMEJs B (ALTO 1LOUTIM HFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED AD.IACENT IC REGUJIR PANELSIAMELS Di OR W/O REGULAR TRACKS.) r+ /�s SEE NDII 11 2 LIFO SAFETY SfORZ,N PAk1 CONSISTS OF D.039' GALVANIZED STEEL STORK PANEL AS SECTION B-B PER COMPONENT , SHEET 2 OF DRAWING SCALE 3/32--I• THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE kSIDE OF STRUCTURE. J. tFE SAFETY PA REQUIRES TOP TRACK TO BE DUMPONENTa)& 3OT-CM TRACK 70 `tAt`"•A11T�L[%TNFaa BE COMPON T AS PER SHEET 2 OF THtS DRAWING . �f(,P..... ... COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED FOLLOM•NG SECTIONS I a A V N '•_'Q 2 ON THIS SHEET, AS WELL AS DETAILS , a 2 ON SHEET 14 NN Q' : \GE $f ' ? FLORIDA BUILDING CODE (HI h Velocity Nu come Zone 4. M++. LENGTH GDR COLIPGNEI ®5 15' ; MoI. ANCHOR SPACING FOR COMPONENT 4j ANCHORAGE AT BOTTOM IS GIVEN ON NG' •% •N = c"m n'tFto' '"C 20 GAGE GALVANIZED STEEL STORM PANEL rP SCHEDULES 1 e: 2. SHEE- , 4. * :. a g oP YwN a• COMPONENT ®MAC HE PERMANENT OR REMOVABLE - ATE Fi�,.__i- _ - q �`• � �ir� ��LI \ GLOBAL PROTECTION PRODUCTS, LLC. DATE 5 SEE DETAILS FOR INSTALLATION IFJTO WOOD FRAME BUILDINGS ON SHE,' ,5. = '9 OIIs4.,:' .,. I LV IMEMc \ CAR '',, O,[F�� /• Gem sr. s, sTR[FT E SEE SHEET 4 FOR DETNt APPLICABLE TO THE NECESsm FOR THE INSTAL AION OF laeTlMe f [MOI,�wERNO COMPANY DALE. rL 1Jl,. . SS ONA� d• olma R nlw `MCC[' (•SUseo- SP5. FAA l•J•ka•-enF 2D-176 SPACERS AT TFW9S INSTALLED ADJACENT AND BEYOND TO STUCCO/WOO] BAWDS '"TNT, IIN,-••1•N I•.- PIN) m-I.�i, NA PC SE.LJSH@Mn..."C.R µint , A 0 ,OL' F1• wA n MieTE aaQ ,! p X MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.3.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VALID ONLY FOR PAI &@ INSTAIIATIONS AS PER SECTIONS I THRU 10, ON SHEM 4, 5 e 5) ui • BaTm wJ T(.ti-}ly I' SS MS f wMAGNUT AI O.EIRAP r Ma]iYCH C PAWL MAXIMUM A.S.D. DESIGN PRESSURE RATING(12,1 l AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS �; INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VJ'LJD ONLY FOR PANELS Qk @NSTALLATIONS As PER SECTIONS I r*M 7. ON SMELTS 4 A 5) MAXIMUM ASo NAmUM AIEJgRS SPFCNG TOR ED. - J 1/r -• __ DESIGN iAVCDN__-._ _ CA, TN_CRP _-_.�-__ WJI-W PNm n IIMME, n PYALUALUE DLLs SECTION! / a 1°V.Alum PANEL PMESSWE I TFO 0 m To To AM' COMBNATgM LENOM 1.' (Al.) RI (p•, i N CMfRF,E I COae.K%1[ I. GaKRIR COa11CA[,1[ 10-OCM[lF Ct� TO CONOETF COINER TO CONCMCiF C.Acm E OF THEY ----r- eLOd si e- /A N/A M/• 6 1 Ni ° •% a• MI 6' 6 'I• a' ° I (BOTTOM)) e - - _ a M/A 6' A/. 1 N/A NiN/ a MIA I r (MOP) MIA 5 Ni 5• N/ - l (BOTTOM) r _ +SSS. -no 61 N/A I N/ /A 6 K/A a N/A 6• N/A ] tr s (TOP) >'-5• OR LESS I _6• 5• _r - -}I-- N/A- a 1 a_ R a• a• 6' N/ / ..._ MIA a N/A e. N/A a' Al. -. 7 �OP) I 41 _�.---e - ° a _° a I e• -- + a 7 (110TTU,1 N/A CAI, 1 12 Vi' a /+• 1 12 1/2• 1 6 1/.• e V j e V•' e ,J.• B I/i 5 (TOP/90n w ttpNN ANT/�[% A ?3?���RCENS r�s F FLORIDA BUILDING CODE (High Velocity Hurdcons Zone ? No. 4167 nzno `LNGO "c -77, 7f -7 20 GAGE GALVANIZED STEEL STORM PANEL.CANI 1. so At.q9 ST E OF- �, GLOBAL PROTECTION PRODUCTS, LAC. " aJO99 �^e� • TE F( LOP' Z ys % I L E C O EMe I, .ero s.M. sl snaET s, E'.. '�' TA1AI a s tOurANr CAME. R 11J1. ,s N PColiHaE (P!•)ae•-n•6. rw fPa•)ReR-aFVT 20-176 /"ANNIN NI E SUL/SJGN.TUH[/WR CA-OOOe71P s MMr.r Nw.s• o,"Aso Ie .n. �vL MI ) elan a °F 14 inPAW WIINIAIR(A�S�LDgE N... )LLNGNr �F' t0 5[CIgeS D U.t ] lSII l CaONS] I '^"" � ! ��prON 11 r,0 � WIdKF,IM Sss -TTA L ) 5 OR LESS 2 IJ4' JNBa,[p t , i1gU S k T I 5 TO a e 4P. ! : J/+• �U1IBDLTm +. , T,EIU ! r T ro „ 2- LLati : 2 1/�' -r' eu�ho��Ku�pw•IN�- t -- ]2, -•a.0 ,T'�' OR LESS ~ ! '/i' 1' ea�1E0 RN1� NCO, a. fl r +D SEE 5•ECIS ,D a t, TOR ANC•IDRS TYPS a SPACYNG FOR MTN1Ai-0IE •(10 w000 ,RAY[ BURDMID MNYUY •MICgn SPACII,DS AMD WMAlM EDGE gStANCE M[ •IDMU1m ON 1M SCNCDMC r0A CD :CMS nWJ eoMTEO oN 9LWEDMIE .mVCE ALICl10R SPACING BY MLl11PLYwG SPACING SMWw ON SCHfO'vl[ BY 1,E PasoeaMc FAtRM4 IDF il•1 OPERATION ro eE PpSSgLE. MfpJCm vALwc aerNNm USING rA-iM sHwa not aE LEs •,.NL MwWun SCALING WD:GRo 2P GaoT AN[Gw ,m AT ANtrgAs LtauD A11011E0 7Y/E '/P• I/•'• ,/<•• ,/+•� i/<•• 1/4'• IAPm, O ,N-i �C �'R+'C Gu-r rAn-e[f Ia, AItPMOR PAfiNe ( ••Na..Mwl r«w. (w) h.] s ADpla [a one[ u►oeslD IPCIpI v< ID , 5/e' LONG ows BUBMNG w/ INSTALLATION DETAILS FOR REGULAR PANELS'J) & PANEL LEWIS M5 • °'AN 6 t 4* INTO EXISTING WOOD STRUCTURES "CAR L LEYGTLP ro 5'-0• AND ° t/•• 0.0 - "CAR LEAIGtH3 W ro a' -a' I".. w IT+-'D 12 112-I0 fEYNE DOA - ifi, THI PLUS • - _ - 2 o. C. H , t 1Gn. T,WEAMD - �. PENRMIgM 10 HIEAOCR FDP ALl LINGns LA {�� iv e'-6' MOG I •.:.:o srJE,Ia • •• CAD w 1 ' I PvcTwat%N i _ 1 I I ).,I I can ED Lr 601 I ALTERNATIVE TW -_-_•' _...i_._ SCAF 3/e-1• SCALE J/e-t- SEE SCHEDUAE ON SHEET aSEE m 1 I 1 I I{ 1 ON S E i i i � Epp o OtAnup SEPAMAI� I I l/e•1.J 31' I FOR _ r I I,wlc IAir • _ TO G A55 IT ,h (�E.. EQI I TO Y ) I : I E0� 11I I I 0. sooTo; T COS ' -. I E0� I -- _ �_.I il1 1'; 7 E0, r- to: :. .TIN La. I i P[E°00aLeMEw° R I t/i .0.. 51e• Larry BRASS aaH.w I \. ��irs I- I leul,lmR _t -- r/ +P'•-xoa' ss. us. • t ,/•' o t-----}-- FDA PAIp LDCMS W TO !' O' AND e .. I /•- O c mM Lvali F ro a' -a' ( Y•s' AUR 'I DR /t. 10 AAMCLYAR FUME O OR IEauw[o I/ Ill C�ME'D'R tMEAA.0 A, 1 I ! /`n't''Gicn w�MAO.6a•ocR 'L.ewMDTH of Exm,m II PLATE oM :.• PAR • rORo H or PUTT «nrnM,� ALTERNATIVE 3W ALTERNATIVE 4W ! I •Ga.:ttD SCALE 1Je-r SCALE !/e.r .LL LENGTHS CAP TO W-e• Mm, - 1 1 ffl woo" ME DIRECT MOUNTING INSTALLATION BUILLI-DOLT MOLLNT�NG LNSTALI_ATION NOTE SHUTTER TRACKS NOT SHOWN F CLARM ALTERNATIVE BW ALTERNATIVE 7W SCALE 3/e-r SCALE 3/e-1' tllo 1 , Tlt 1YN 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.O DESIGN LOADS N.•f v�E••' •� ••: /'9 •t%y . P ' \GENSf •. UP TO -55.5, -12.0 PSF AND PANEL'S LENGTH UP TO 8'-8' FLORIDA BUILDING CODE (High Velocity HurrIcons Zone)] 2. FOR NEW WOUD FRAME CONSTRUCTION, *ODD MEMBERS TO BE SOUTHERN - raoTo RRm. PNG rP PANE NO. 2, w/ SPECIFIC DENSITY OF 0.55 OR EQUAL . _ N0.rvi : * 20 GAGE GALVANIZED STEEL STORM PANEL oIMRN a, *. NOTE FOR S�IdBIEUT1oN of SE cJN ST _.> - \ GLOBAL PROTECTION PRODUCTS, LAC. o7/Te/soio "_ °�'' FI L E C O INC.R TOP HL BOTTOM MOUNTINGS CAN BE '•g G,C�: ••.,, Al1u" +em S.W.ws s18¢I COMBINED IN ANY WAY 10 SUIT ANY ,, ••A SSi i H,r�rri. No a ENe CO A, .1YA. ( �A1 a, r CAMIaHt"o INNING CRP. •L n+w wgrc (as.pp- Fs.s. A. (n)eeM-s,n 20- 176 INSTALLATION '/THIN N/NI,IJrI 4J.LJIKJAARAE/dR WANTCR A FELT . AT - MR I, a FLOW- I �•I I i STUDS OVERY OVERLAP 21 •OC TO HOLD PANEL j 1 II I ALTERNATE STUDS o EVERY ovEwIAP t 12 I 0. C. I (TO HOD PANEL 5/9' Y.. (CASE V ' � ]' A. CASE p - I I0I Ojl NIII \ T L _! I / .J+• SCHEDUL E /I SC'ESET /1I `'INTERIOR PANEL \--END PANEL FOR [Iwi -- t-OR MP.. L--3• - OR DIRECT MOUNT 44C� ANCHOR SPACING SPACING •-3. MIA, DETAIL 1 : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) SEAL£ 3/1e' - (- MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT:& FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES L1.__Alillfi ANAL. NW-C-CONOIinyJs_TOC t. BOITQM IL L.D- -..3 122_• AL _ AT FNI ( AT ENO PANEL �'--I 1. +-F- Oso N ' ,/4• SEE SEE - INTERIOR PANEL \- CW PANEL ® Off EI - SCHEDULE BGMFIIULE - / /2 FOR -- /2 F(N{ - J' M.4 ANCHOR 'Al ANCHOR SPACING SPADING DETAIL 2 FLOOR _ MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALEJ S/Ie' - I' MAXIMUM A.S.D. DESIGN PRESSURE RL{jIN s t) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE =APPUCABiL ONLY TQ.jEDT10NS__L eTL....i10)CA7Etl EfAi ul'E SAFETY SE�PLILi[L ST.ST�L.QN SHEET 11. YAXIIRN AS.0. LA^COII C iN-ptP CAU-PI AAIElYJR rTlMNF a IMEIJLVC RUS �rABli fi D{S[Ai T SEC,Ik•S 1 a .LAIWUY P.W. PRESSJrIE TD CONLroRETEl 10 [DN[°RE'R ro t TEE m I�� tOl9NR1pN IFIgiH 1' (n.1 RATIO {•.. A,, : ETE ancX rptRETE OJKX GOICRfR 0<0[K CONCMfR BLOCK CONCRETE I BL➢CM OF ilE4 e' N/A N/A N/A 6' N/A 6' k 2 (TOP) +55.0. -72.0 9' 7' 9' � 9' 9- 9' 9'- B" t (BOttON) 5'-0' IXJ LE55 6• N/A N/A N/A E. t CAI 1 (TOP) 9' S• 9' 6• 9• 7 T/Z" 9' 9' 9' 9' 1 (t101T0Y) 6• I N/A N/A e• N/A 6' MIA I A 2 (TOP) +550 -720•7'-6' 70 B'-B• 9• 6" 6' fi' 6' 6- I (BOTTOM) SG!LiD.>i-i-1. �1N._iLCt4RJaDstNIS�'1�IDS5_At1�II97d�i._LO._-_�_l:Z WA CONCRETE cowom , LAAIINJM ASa !STUD • !n' Y- TINY TOP u AHIoIt> -CASE r (s,la • s• ,.. rwI rn v YCLI> APPLICABLE TO DESIGN iAPCON - _ SECTIONS N k MAXIMUM PANEL PRESSURE TO TO TO 0 Y COMBINATIO LENGTH •L• (ft.) PATRNc ,,AT • [ OF THEY +49.2 -61.5 }• }• ° 1/2' 4 1/2' 2 IBOTFOM) %'-6. OR LESS .52 H -66.0 }' 3' 4' +- 2 (BOTTOM) 7'- 6, OR LESS +550 -72.0 2 1/2' 7 1/2"-- �'-�---- J 1/1' 2 (BOTTOM) 7'-6' ON LESS +55.0 -71.D 1 I/1--�2 1/2 - N/A(BOTTOM) 7'-6' TO 8'_0• »55.0 -720--_.N/A v. N/�. 3' 1" 1 (BOTTOM) 17'-6' TO 8.-e• •NVYIAI a aCSIWL YIN. PMQ {s¢>YL'IIan6) e"Ote PI/a�101 I tONtrIRN •550. Ka e-a' r J/r u•alea SEE 41 IS FOR MICNDRS TYPE k SPACING iD8 NSTALU71016 INTO eIDDD AAg eUEDIND. YVMAN ANCMOP SPACINGS AND YNYtN Ei)aE aSTANCf AlIF •NoaATiL, ON Ms SC,EWii, FDA ED LESS nYN eQ1fAiED OM 5(MOAE Pmti[[ AMCr,ON SPACING for WLTIPLn.G SPACLI,D SHOWN ON SCHEDULE IT THE rOLOeNG FACTORS r9p 1Ms OPEMiMIN ,° K POSS,at. PEDIAZp SPNldlf OBTAwO USING FACTOR 9MM1 NOT BE LESS MAIN ,MAWA1 SPACING NOIurtO raR EACH ,NYCHIOI, TAPE At A/NCHIORa LEaam. NOW TMF 1HO ,/a'• ,N'• ICJ+•. ,h'• rArooN o w-aeP PAWEA4LAn "''ooL1O[cvR-w w non arraNc EeI.I PMgq,APn 2-•.•h /k) "Ai lo.ar few (M) J I/3 IaK EL a OENO.i NLIeR J• ,.W Ia0 - I.m U ! Orr `N•�E4 A. TIL[I +� _ No. 44167 '. * '. CODE INSTALLATION Ani 10 CLASS- 1. GIASS. 112' MAN DIRECT 21 Al ANION MUM ALTERMIMMIN DIRECT MOUNT G INSTALLATION DIRECT MOUNT N WOOD PANEL DETAILS FOR REGULAR PANELS:;�) & �tA INTO EXISTING WOOD STRUCTURES 1�� l i 1 _ {'H 10 PANE1WrE PLUS TI+-IO PMIELWt[ PLUS f,4-,0 P ELM.Ti PLUS • 6 ,/.' OC w/ , 7/e' O 6 ,/<' OG w/ t T/e• -. O 6 , THREADED PENETRATION 10 THREADED PFNETMTK)N TO WOOp nEApEp � THREADED Pf�LMT10N 10 C%ISnNG WOOD HE110[R ;"--T---� ExlsnNc WOOD NCAOER aEOUNiED ExISTINC WOOD HEADER I I i EVON SRD • j '. I I , [MR. s,w a I ewG NUT 2• !a' O.0 -, 2• { ,1Ofr S,m e R RaHEADER � r,'000 HEADER OC pE0U18F.0 i $I SCEtIutL DN I I SCF SCLEASE DM YL 50®ULE ON . s+[Er a � vEET e 1 5b.. PANEL IfNGTh � Ma.. PANEL LENGM Na. PAAI3, LENGTIL 1 L/ir-}eXl• eS I (SFI' NOTE 1) I YJ•'•-NJ*,' S5. ' I (SFF NOTE ,) /A•• eon• 3.5 I (SEE MOTT ,) I S w/ >/e^• 1 S. R/ T � � Ev[wr o+FnAP l I ]r' IHPND M.n• 7 I _ � �' Jl IKJr. QCIRAP f• � 501E � """ ' I:j'MAN-3ICJI! Wxd'wi rASMR .NANO HLJt • 1 Tny • S/y r0 � - 1EYFJF s1La • EO I • At I/r• Oa. EO -1 A 4wcIll• ;et/+' 2'.i WOOD ANTE z'«' WOO" PATE 2'.i WOOD PLATE � I u.�Tl°IPGEAOE� 1/2• REWIRED I C1.-,0 PANELYAIE PLUS REOUIRCD � REWWEtl PENETRATION At i r'irnliEA'DJEo P°EMETAATION e' I us7Mon+ GF PLATE ` MIO WIDTH OF PLATE � L' 0 C. //sAccEREO w/ I 1PfNCTRAnON 1 1 - AT MIOW!QTN OF PULE _ - WILE !/n-,• SCALE J/M I' SCALE J/e-I' NOTES: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W h IOW ONLY VALID FOR stt1NNN11/,lYl PANIEL'S LFNGTHAUPDTO DESIGN `LOADS UP TO +43.8. -AH.O D-5.1. AND TICL/l9ry 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN 1a �' ••' •' g P: LENS •'•'9 FLOE N0. 2. w/ SPECIFIC bENSITT' OF D.SS OR EQUAL_ \� f FLORIDA BUILDING CODE (High Velocity Hurricane Zona No FOR M ,ruTHON or sFcnDNs: = No. F61- '20GAGEGALVANIZEDSTEELSTatM P TOPhBOTTOMMOUNTINGSCANBECOMBINEDINANYWAYTO5Uf!ANY ST �,--`_�`GLOBAL PROTECTION PRODUCTS, LAC.INSTALLATION �F/�TIECOONOOL .am sw s, sIRE[T �'''EE,;'SSl r • • i.� � TLlTNe • EYaNmww n•n.Nr . ( aAMr, n JS11. .. se .L r a, .Pew rAI••a n n,«I ,.Inc es•pee -TS.S. TAX (rd•)eeY-en7 20- i 76 'YNNNI TIN CAL c�srAh/eGNAruPE/aR G-ae6),e ,wL,E]• A /Wf Jr.. PC RQl U w M ••,eT`OW 717 INSTALLATION PAT, LOCATION ST Az . CL co CIO -Co i DETAILS FOR OPTION �► 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,,. � uc steEMs • .• D.t w/ INTO EXISTING WOOD STRUCTURES 1 Mln Tlw[ADE,1 PEJIETMI,pM _ //22 R t0'EnSING WOOD HUGE I rl I i I I I EO I EQN _ Eo' f I E0) I EON wocD •tADEP - RfOHwm ,' S 1 I i +LIDO MUO[M MRc~NUT i LYnr. -!4- -i1H STUD . ,r vY oc ALTERNATIVE 1 ALTERNATIVE 2 , ,ro. r/MiD'•,�J'�vE�[oENur. F (INS) (5[F'1 1� I oE7 1/T 4) I }75 -r• ` I _ I , OWN Ma'ET ,': I I 1 yp I FOi r0 T � I I f \ w00' PUTT I wouw[c I I \ tPY ALTERNATIVE 3 ALTERNATIVE 4 J REOJRD 1 ,/•i l.'C. xRLTrs • 6' OC w/ , 1/2' �.. YW. TMIFIDm PF1NETrMTgN OR LdF BRASS &J9MYG M/ /.••-'°''' ss MS. fill °• °` DR ALTERNATIVE WOOD FRAME CONDITIONS IBc ANCHOR S t/+'•-TO PAN[LWT[ /El,ALE I) M PANEIMITE R15 • r O.0 r// , 1/2' YM LONE Sn• - ,. 1FKE/1MD PEW.TMTNSN rG EY75iwG WOOD ANTE NOl[ SMUfTLA ,R.CXS NOT SHIO"N rIIR CLNVn NmN,N WALL MOUNTING INSTALLATION ,r�'ttRA:TIL��t ALTERNATIVE 1W \GENSf'�9�9, 7 = FLORIDA BUILDING CODE Nigh Velocity Hurr)tane Zone) - � PmaO m,em. ,.c. rs• * �, 's 20 GAGE GALVANIZED STEEL STORM PANEL , Ns1AL:A„ors ARE DNLT vALm FOR euLawcs Ant, AS tlrs'u LDAos w to :.IO•., EOF ��s5, -T..O PM AND PANEL'S lf1NOTn w TO e'-e• %''9O •., FL R10p,:`�i6�'---• .�'., ,�' � )GLOBAL PROTECTION PRODUCTS, LLC. z iGl NEW wom FRAME Clk<SIRUCTAN waLJo NEARER'_ TC BE SOUTHERN .,'`F„"E C O INC. �; .am SING s, SHEET °� PANE NP x. wf sPttRt xNsrr.' Of oft DR oR EQUAL . SSI 'A�-ET•` T`aLJ>; �mRa a nw�ulNo coo. my' Gwa. R svt. '"r'rFNlll ,111N•N�f m e[fnA �3Nw PtIDLC. (R6.RMR-TS.s. rAy. (MILLI-aAT 20-176 •n... {FIN) n~. r- Isr n,-, _ PE EM/sFBHMTJAE/IMR CA-OmB71p � "° 1ML2R A MiR A. P.[. Y I._Ly CIO Co 0 N N U L Q O O O O 0 � O v_' V/ Q z z W JCn Q� N _� 0 U O U � LLJ Q Z Z Q J SHEET NO. SH 1.1 LOCATION CONCRETE PNCHICRS CONCRETE ANOIW6 FOR CONCRETE ANCHORS- SfE SCHEDULE CH SHEET - (SEE SCHEDULE C. (SEE SCHEDULE lMl -J•- 2, FOR R°OO scoi SEE sli OH SHEET IS t 2 A 1is SHm i t.)� POURED "'� ' v �4w+ 3i4 4i4 ,. 2 ,Wi,S _,. i <- aouMmt SOD• 250MAW,'- • -- --"'i - _ EaCONCRET[ ----._ I ! - --- I ,\ _ -- I i +. r t I� I I I I 11 I I ,1 I I d I I I I I I 7I . I .. I I I I I I l I I I 1~ ( 1 !I _ _ I I I I�I II 1 IIll I SEE r GI sa SI:LIEp4E OM-• 1 rCq LQP nR� - T Mi SEP/A/ITgN I I G (ENO RNE'J-j 1 I (ERKRM PAKElf ; (w,FMOM rN1E1) I i IIHJIOROR 'TYNEI) i I (QPo rYEL)I ro IN I I I ! i j I I'. I i! I''. I I I t 4 + jj j Tr/NaG NUT/ • a I TO GLASS ' 7 °•WIMAG w i EY£NY -�-i�--1'�__'1 -..l . 1 tt-�-��. SRN°. li ,/ .0 -STUD • ,x I/a, DC 11bIPE ,�} _-�,/ihr MN711NF f' I I ! -1 j I , I I I `r•`,' /e• W 1 �- SCRLw w/ °PCEowI S; e" um. (CASE I)I - ) fr- , ore. R/ S1/2' o R TO • t2 ,/T• OC. (SET (CASE,") 10 • ] In OC - ':. I 1 i I as onAs : !J�i i)II 1 "' . I 1ar(.rLTLD/AIIDwiLPeRAN ELO5) FOUKEDCDNCRLr, }(SEEol!"As OB ,TI.ON co--" a 0iWit REQUIRED 11A 2/4, zt/4, 3/4 LA 4/4 1,'2 d( Tw/15 1, 2, A 1W/15 • / - ! ALTERNATE LOCATION ON LATE SAFETY PANEL - I I AREA w/NO LIFE SAFETY PANELS LOCATION OF LIEF (SEE NOTE I11i REGULAR PANELS W/ OR - - SAFETY PANE: --� W/O REGULAR •RACKS (SEE NOTE I CONCPE'R ANCMOR6 % RE LOW) LAST PANEL n TO BE INSTALLED AS lEL SAI'm STORM PANEL. °PENND SHNL (SEt SCHISE ON _/ ��� rWP[D T.OMCIET[-� / }L�41E Cr qgArBB OPTION F AlLwi 9E PROADEO w/ BEAR MAYOE ( CONOmONJ 10 FACIUTAIf INSTNLAigN R MlRNGEp Canl MiOUNlO • _ ' 1 ( 9AT ITT INSIALL F STRICTURE lM REYOYEL FROM INSWE CONE ER ANCWOPS g` SC °" S.m -LED ELEVATION SEE CM WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32•-1' - SECTION 1 STALE 3/e' - r - SECTION 2 SCALE: 3/8• . MIN cw ©®°P 7GAP IYS)iFyt,�yEJAI SAFE.:^_;..67QRM_PHN;:.S_S[EY- INS[Ctt:CJt:h. s I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRS' DR 'AST PANEL) f -_ - -- -- OR AS AN INTERIOR PANEL. (AM• PANEL LOCATION INBETWEEN END PANELS).orEMEIdI) vMEJs B (ALTO 1LOUTIM HFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED AD.IACENT IC REGUJIR PANELSIAMELS Di OR W/O REGULAR TRACKS.) r+ /�s SEE NDII 11 2 LIFO SAFETY SfORZ,N PAk1 CONSISTS OF D.039' GALVANIZED STEEL STORK PANEL AS SECTION B-B PER COMPONENT , SHEET 2 OF DRAWING SCALE 3/32--I• THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE kSIDE OF STRUCTURE. J. tFE SAFETY PA REQUIRES TOP TRACK TO BE DUMPONENTa)& 3OT-CM TRACK 70 `tAt`"•A11T�L[%TNFaa BE COMPON T AS PER SHEET 2 OF THtS DRAWING . �f(,P..... ... COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED FOLLOM•NG SECTIONS I a A V N '•_'Q 2 ON THIS SHEET, AS WELL AS DETAILS , a 2 ON SHEET 14 NN Q' : \GE $f ' ? FLORIDA BUILDING CODE (HI h Velocity Nu come Zone 4. M++. LENGTH GDR COLIPGNEI ®5 15' ; MoI. ANCHOR SPACING FOR COMPONENT 4j ANCHORAGE AT BOTTOM IS GIVEN ON NG' •% •N = c"m n'tFto' '"C 20 GAGE GALVANIZED STEEL STORM PANEL rP SCHEDULES 1 e: 2. SHEE- , 4. * :. a g oP YwN a• COMPONENT ®MAC HE PERMANENT OR REMOVABLE - ATE Fi�,.__i- _ - q �`• � �ir� ��LI \ GLOBAL PROTECTION PRODUCTS, LLC. DATE 5 SEE DETAILS FOR INSTALLATION IFJTO WOOD FRAME BUILDINGS ON SHE,' ,5. = '9 OIIs4.,:' .,. I LV IMEMc \ CAR '',, O,[F�� /• Gem sr. s, sTR[FT E SEE SHEET 4 FOR DETNt APPLICABLE TO THE NECESsm FOR THE INSTAL AION OF laeTlMe f [MOI,�wERNO COMPANY DALE. rL 1Jl,. . SS ONA� d• olma R nlw `MCC[' (•SUseo- SP5. FAA l•J•ka•-enF 2D-176 SPACERS AT TFW9S INSTALLED ADJACENT AND BEYOND TO STUCCO/WOO] BAWDS '"TNT, IIN,-••1•N I•.- PIN) m-I.�i, NA PC SE.LJSH@Mn..."C.R µint , A 0 ,OL' F1• wA n MieTE aaQ ,! p X MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.3.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VALID ONLY FOR PAI &@ INSTAIIATIONS AS PER SECTIONS I THRU 10, ON SHEM 4, 5 e 5) ui • BaTm wJ T(.ti-}ly I' SS MS f wMAGNUT AI O.EIRAP r Ma]iYCH C PAWL MAXIMUM A.S.D. DESIGN PRESSURE RATING(12,1 l AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS �; INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VJ'LJD ONLY FOR PANELS Qk @NSTALLATIONS As PER SECTIONS I r*M 7. ON SMELTS 4 A 5) MAXIMUM ASo NAmUM AIEJgRS SPFCNG TOR ED. - J 1/r -• __ DESIGN iAVCDN__-._ _ CA, TN_CRP _-_.�-__ WJI-W PNm n IIMME, n PYALUALUE DLLs SECTION! / a 1°V.Alum PANEL PMESSWE I TFO 0 m To To AM' COMBNATgM LENOM 1.' (Al.) RI (p•, i N CMfRF,E I COae.K%1[ I. GaKRIR COa11CA[,1[ 10-OCM[lF Ct� TO CONOETF COINER TO CONCMCiF C.Acm E OF THEY ----r- eLOd si e- /A N/A M/• 6 1 Ni ° •% a• MI 6' 6 'I• a' ° I (BOTTOM)) e - - _ a M/A 6' A/. 1 N/A NiN/ a MIA I r (MOP) MIA 5 Ni 5• N/ - l (BOTTOM) r _ +SSS. -no 61 N/A I N/ /A 6 K/A a N/A 6• N/A ] tr s (TOP) >'-5• OR LESS I _6• 5• _r - -}I-- N/A- a 1 a_ R a• a• 6' N/ / ..._ MIA a N/A e. N/A a' Al. -. 7 �OP) I 41 _�.---e - ° a _° a I e• -- + a 7 (110TTU,1 N/A CAI, 1 12 Vi' a /+• 1 12 1/2• 1 6 1/.• e V j e V•' e ,J.• B I/i 5 (TOP/90n w ttpNN ANT/�[% A ?3?���RCENS r�s F FLORIDA BUILDING CODE (High Velocity Hurdcons Zone ? No. 4167 nzno `LNGO "c -77, 7f -7 20 GAGE GALVANIZED STEEL STORM PANEL.CANI 1. so At.q9 ST E OF- �, GLOBAL PROTECTION PRODUCTS, LAC. " aJO99 �^e� • TE F( LOP' Z ys % I L E C O EMe I, .ero s.M. sl snaET s, E'.. '�' TA1AI a s tOurANr CAME. R 11J1. ,s N PColiHaE (P!•)ae•-n•6. rw fPa•)ReR-aFVT 20-176 /"ANNIN NI E SUL/SJGN.TUH[/WR CA-OOOe71P s MMr.r Nw.s• o,"Aso Ie .n. �vL MI ) elan a °F 14 inPAW WIINIAIR(A�S�LDgE N... )LLNGNr �F' t0 5[CIgeS D U.t ] lSII l CaONS] I '^"" � ! ��prON 11 r,0 � WIdKF,IM Sss -TTA L ) 5 OR LESS 2 IJ4' JNBa,[p t , i1gU S k T I 5 TO a e 4P. ! : J/+• �U1IBDLTm +. , T,EIU ! r T ro „ 2- LLati : 2 1/�' -r' eu�ho��Ku�pw•IN�- t -- ]2, -•a.0 ,T'�' OR LESS ~ ! '/i' 1' ea�1E0 RN1� NCO, a. fl r +D SEE 5•ECIS ,D a t, TOR ANC•IDRS TYPS a SPACYNG FOR MTN1Ai-0IE •(10 w000 ,RAY[ BURDMID MNYUY •MICgn SPACII,DS AMD WMAlM EDGE gStANCE M[ •IDMU1m ON 1M SCNCDMC r0A CD :CMS nWJ eoMTEO oN 9LWEDMIE .mVCE ALICl10R SPACING BY MLl11PLYwG SPACING SMWw ON SCHfO'vl[ BY 1,E PasoeaMc FAtRM4 IDF il•1 OPERATION ro eE PpSSgLE. MfpJCm vALwc aerNNm USING rA-iM sHwa not aE LEs •,.NL MwWun SCALING WD:GRo 2P GaoT AN[Gw ,m AT ANtrgAs LtauD A11011E0 7Y/E '/P• I/•'• ,/<•• ,/+•� i/<•• 1/4'• IAPm, O ,N-i �C �'R+'C Gu-r rAn-e[f Ia, AItPMOR PAfiNe ( ••Na..Mwl r«w. (w) h.] s ADpla [a one[ u►oeslD IPCIpI v< ID , 5/e' LONG ows BUBMNG w/ INSTALLATION DETAILS FOR REGULAR PANELS'J) & PANEL LEWIS M5 • °'AN 6 t 4* INTO EXISTING WOOD STRUCTURES "CAR L LEYGTLP ro 5'-0• AND ° t/•• 0.0 - "CAR LEAIGtH3 W ro a' -a' I".. w IT+-'D 12 112-I0 fEYNE DOA - ifi, THI PLUS • - _ - 2 o. C. H , t 1Gn. T,WEAMD - �. PENRMIgM 10 HIEAOCR FDP ALl LINGns LA {�� iv e'-6' MOG I •.:.:o srJE,Ia • •• CAD w 1 ' I PvcTwat%N i _ 1 I I ).,I I can ED Lr 601 I ALTERNATIVE TW -_-_•' _...i_._ SCAF 3/e-1• SCALE J/e-t- SEE SCHEDUAE ON SHEET aSEE m 1 I 1 I I{ 1 ON S E i i i � Epp o OtAnup SEPAMAI� I I l/e•1.J 31' I FOR _ r I I,wlc IAir • _ TO G A55 IT ,h (�E.. EQI I TO Y ) I : I E0� 11I I I 0. sooTo; T COS ' -. I E0� I -- _ �_.I il1 1'; 7 E0, r- to: :. .TIN La. I i P[E°00aLeMEw° R I t/i .0.. 51e• Larry BRASS aaH.w I \. ��irs I- I leul,lmR _t -- r/ +P'•-xoa' ss. us. • t ,/•' o t-----}-- FDA PAIp LDCMS W TO !' O' AND e .. I /•- O c mM Lvali F ro a' -a' ( Y•s' AUR 'I DR /t. 10 AAMCLYAR FUME O OR IEauw[o I/ Ill C�ME'D'R tMEAA.0 A, 1 I ! /`n't''Gicn w�MAO.6a•ocR 'L.ewMDTH of Exm,m II PLATE oM :.• PAR • rORo H or PUTT «nrnM,� ALTERNATIVE 3W ALTERNATIVE 4W ! I •Ga.:ttD SCALE 1Je-r SCALE !/e.r .LL LENGTHS CAP TO W-e• Mm, - 1 1 ffl woo" ME DIRECT MOUNTING INSTALLATION BUILLI-DOLT MOLLNT�NG LNSTALI_ATION NOTE SHUTTER TRACKS NOT SHOWN F CLARM ALTERNATIVE BW ALTERNATIVE 7W SCALE 3/e-r SCALE 3/e-1' tllo 1 , Tlt 1YN 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.O DESIGN LOADS N.•f v�E••' •� ••: /'9 •t%y . P ' \GENSf •. UP TO -55.5, -12.0 PSF AND PANEL'S LENGTH UP TO 8'-8' FLORIDA BUILDING CODE (High Velocity HurrIcons Zone)] 2. FOR NEW WOUD FRAME CONSTRUCTION, *ODD MEMBERS TO BE SOUTHERN - raoTo RRm. PNG rP PANE NO. 2, w/ SPECIFIC DENSITY OF 0.55 OR EQUAL . _ N0.rvi : * 20 GAGE GALVANIZED STEEL STORM PANEL oIMRN a, *. NOTE FOR S�IdBIEUT1oN of SE cJN ST _.> - \ GLOBAL PROTECTION PRODUCTS, LAC. o7/Te/soio "_ °�'' FI L E C O INC.R TOP HL BOTTOM MOUNTINGS CAN BE '•g G,C�: ••.,, Al1u" +em S.W.ws s18¢I COMBINED IN ANY WAY 10 SUIT ANY ,, ••A SSi i H,r�rri. No a ENe CO A, .1YA. ( �A1 a, r CAMIaHt"o INNING CRP. •L n+w wgrc (as.pp- Fs.s. A. (n)eeM-s,n 20- 176 INSTALLATION '/THIN N/NI,IJrI 4J.LJIKJAARAE/dR WANTCR A FELT . AT - MR I, a FLOW- I �•I I i STUDS OVERY OVERLAP 21 •OC TO HOLD PANEL j 1 II I ALTERNATE STUDS o EVERY ovEwIAP t 12 I 0. C. I (TO HOD PANEL 5/9' Y.. (CASE V ' � ]' A. CASE p - I I0I Ojl NIII \ T L _! I / .J+• SCHEDUL E /I SC'ESET /1I `'INTERIOR PANEL \--END PANEL FOR [Iwi -- t-OR MP.. L--3• - OR DIRECT MOUNT 44C� ANCHOR SPACING SPACING •-3. MIA, DETAIL 1 : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) SEAL£ 3/1e' - (- MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT:& FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES L1.__Alillfi ANAL. NW-C-CONOIinyJs_TOC t. BOITQM IL L.D- -..3 122_• AL _ AT FNI ( AT ENO PANEL �'--I 1. +-F- Oso N ' ,/4• SEE SEE - INTERIOR PANEL \- CW PANEL ® Off EI - SCHEDULE BGMFIIULE - / /2 FOR -- /2 F(N{ - J' M.4 ANCHOR 'Al ANCHOR SPACING SPADING DETAIL 2 FLOOR _ MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALEJ S/Ie' - I' MAXIMUM A.S.D. DESIGN PRESSURE RL{jIN s t) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE =APPUCABiL ONLY TQ.jEDT10NS__L eTL....i10)CA7Etl EfAi ul'E SAFETY SE�PLILi[L ST.ST�L.QN SHEET 11. YAXIIRN AS.0. LA^COII C iN-ptP CAU-PI AAIElYJR rTlMNF a IMEIJLVC RUS �rABli fi D{S[Ai T SEC,Ik•S 1 a .LAIWUY P.W. PRESSJrIE TD CONLroRETEl 10 [DN[°RE'R ro t TEE m I�� tOl9NR1pN IFIgiH 1' (n.1 RATIO {•.. A,, : ETE ancX rptRETE OJKX GOICRfR 0<0[K CONCMfR BLOCK CONCRETE I BL➢CM OF ilE4 e' N/A N/A N/A 6' N/A 6' k 2 (TOP) +55.0. -72.0 9' 7' 9' � 9' 9- 9' 9'- B" t (BOttON) 5'-0' IXJ LE55 6• N/A N/A N/A E. t CAI 1 (TOP) 9' S• 9' 6• 9• 7 T/Z" 9' 9' 9' 9' 1 (t101T0Y) 6• I N/A N/A e• N/A 6' MIA I A 2 (TOP) +550 -720•7'-6' 70 B'-B• 9• 6" 6' fi' 6' 6- I (BOTTOM) SG!LiD.>i-i-1. �1N._iLCt4RJaDstNIS�'1�IDS5_At1�II97d�i._LO._-_�_l:Z WA CONCRETE cowom , LAAIINJM ASa !STUD • !n' Y- TINY TOP u AHIoIt> -CASE r (s,la • s• ,.. rwI rn v YCLI> APPLICABLE TO DESIGN iAPCON - _ SECTIONS N k MAXIMUM PANEL PRESSURE TO TO TO 0 Y COMBINATIO LENGTH •L• (ft.) PATRNc ,,AT • [ OF THEY +49.2 -61.5 }• }• ° 1/2' 4 1/2' 2 IBOTFOM) %'-6. OR LESS .52 H -66.0 }' 3' 4' +- 2 (BOTTOM) 7'- 6, OR LESS +550 -72.0 2 1/2' 7 1/2"-- �'-�---- J 1/1' 2 (BOTTOM) 7'-6' ON LESS +55.0 -71.D 1 I/1--�2 1/2 - N/A(BOTTOM) 7'-6' TO 8'_0• »55.0 -720--_.N/A v. N/�. 3' 1" 1 (BOTTOM) 17'-6' TO 8.-e• •NVYIAI a aCSIWL YIN. PMQ {s¢>YL'IIan6) e"Ote PI/a�101 I tONtrIRN •550. Ka e-a' r J/r u•alea SEE 41 IS FOR MICNDRS TYPE k SPACING iD8 NSTALU71016 INTO eIDDD AAg eUEDIND. YVMAN ANCMOP SPACINGS AND YNYtN Ei)aE aSTANCf AlIF •NoaATiL, ON Ms SC,EWii, FDA ED LESS nYN eQ1fAiED OM 5(MOAE Pmti[[ AMCr,ON SPACING for WLTIPLn.G SPACLI,D SHOWN ON SCHEDULE IT THE rOLOeNG FACTORS r9p 1Ms OPEMiMIN ,° K POSS,at. PEDIAZp SPNldlf OBTAwO USING FACTOR 9MM1 NOT BE LESS MAIN ,MAWA1 SPACING NOIurtO raR EACH ,NYCHIOI, TAPE At A/NCHIORa LEaam. NOW TMF 1HO ,/a'• ,N'• ICJ+•. ,h'• rArooN o w-aeP PAWEA4LAn "''ooL1O[cvR-w w non arraNc EeI.I PMgq,APn 2-•.•h /k) "Ai lo.ar few (M) J I/3 IaK EL a OENO.i NLIeR J• ,.W Ia0 - I.m U ! Orr `N•�E4 A. TIL[I +� _ No. 44167 '. * '. CODE INSTALLATION Ani 10 CLASS- 1. GIASS. 112' MAN DIRECT 21 Al ANION MUM ALTERMIMMIN DIRECT MOUNT G INSTALLATION DIRECT MOUNT N WOOD PANEL DETAILS FOR REGULAR PANELS:;�) & �tA INTO EXISTING WOOD STRUCTURES 1�� l i 1 _ {'H 10 PANE1WrE PLUS TI+-IO PMIELWt[ PLUS f,4-,0 P ELM.Ti PLUS • 6 ,/.' OC w/ , 7/e' O 6 ,/<' OG w/ t T/e• -. O 6 , THREADED PENETRATION 10 THREADED PFNETMTK)N TO WOOp nEApEp � THREADED Pf�LMT10N 10 C%ISnNG WOOD HE110[R ;"--T---� ExlsnNc WOOD NCAOER aEOUNiED ExISTINC WOOD HEADER I I i EVON SRD • j '. I I , [MR. s,w a I ewG NUT 2• !a' O.0 -, 2• { ,1Ofr S,m e R RaHEADER � r,'000 HEADER OC pE0U18F.0 i $I SCEtIutL DN I I SCF SCLEASE DM YL 50®ULE ON . s+[Er a � vEET e 1 5b.. PANEL IfNGTh � Ma.. PANEL LENGM Na. PAAI3, LENGTIL 1 L/ir-}eXl• eS I (SFI' NOTE 1) I YJ•'•-NJ*,' S5. ' I (SFF NOTE ,) /A•• eon• 3.5 I (SEE MOTT ,) I S w/ >/e^• 1 S. R/ T � � Ev[wr o+FnAP l I ]r' IHPND M.n• 7 I _ � �' Jl IKJr. QCIRAP f• � 501E � """ ' I:j'MAN-3ICJI! Wxd'wi rASMR .NANO HLJt • 1 Tny • S/y r0 � - 1EYFJF s1La • EO I • At I/r• Oa. EO -1 A 4wcIll• ;et/+' 2'.i WOOD ANTE z'«' WOO" PATE 2'.i WOOD PLATE � I u.�Tl°IPGEAOE� 1/2• REWIRED I C1.-,0 PANELYAIE PLUS REOUIRCD � REWWEtl PENETRATION At i r'irnliEA'DJEo P°EMETAATION e' I us7Mon+ GF PLATE ` MIO WIDTH OF PLATE � L' 0 C. //sAccEREO w/ I 1PfNCTRAnON 1 1 - AT MIOW!QTN OF PULE _ - WILE !/n-,• SCALE J/M I' SCALE J/e-I' NOTES: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W h IOW ONLY VALID FOR stt1NNN11/,lYl PANIEL'S LFNGTHAUPDTO DESIGN `LOADS UP TO +43.8. -AH.O D-5.1. AND TICL/l9ry 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN 1a �' ••' •' g P: LENS •'•'9 FLOE N0. 2. w/ SPECIFIC bENSITT' OF D.SS OR EQUAL_ \� f FLORIDA BUILDING CODE (High Velocity Hurricane Zona No FOR M ,ruTHON or sFcnDNs: = No. F61- '20GAGEGALVANIZEDSTEELSTatM P TOPhBOTTOMMOUNTINGSCANBECOMBINEDINANYWAYTO5Uf!ANY ST �,--`_�`GLOBAL PROTECTION PRODUCTS, LAC.INSTALLATION �F/�TIECOONOOL .am sw s, sIRE[T �'''EE,;'SSl r • • i.� � TLlTNe • EYaNmww n•n.Nr . ( aAMr, n JS11. .. se .L r a, .Pew rAI••a n n,«I ,.Inc es•pee -TS.S. TAX (rd•)eeY-en7 20- i 76 'YNNNI TIN CAL c�srAh/eGNAruPE/aR G-ae6),e ,wL,E]• A /Wf Jr.. PC RQl U w M ••,eT`OW 717 INSTALLATION PAT, LOCATION ST Az . CL co CIO -Co i DETAILS FOR OPTION �► 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,,. � uc steEMs • .• D.t w/ INTO EXISTING WOOD STRUCTURES 1 Mln Tlw[ADE,1 PEJIETMI,pM _ //22 R t0'EnSING WOOD HUGE I rl I i I I I EO I EQN _ Eo' f I E0) I EON wocD •tADEP - RfOHwm ,' S 1 I i +LIDO MUO[M MRc~NUT i LYnr. -!4- -i1H STUD . ,r vY oc ALTERNATIVE 1 ALTERNATIVE 2 , ,ro. r/MiD'•,�J'�vE�[oENur. F (INS) (5[F'1 1� I oE7 1/T 4) I }75 -r• ` I _ I , OWN Ma'ET ,': I I 1 yp I FOi r0 T � I I f \ w00' PUTT I wouw[c I I \ tPY ALTERNATIVE 3 ALTERNATIVE 4 J REOJRD 1 ,/•i l.'C. xRLTrs • 6' OC w/ , 1/2' �.. YW. TMIFIDm PF1NETrMTgN OR LdF BRASS &J9MYG M/ /.••-'°''' ss MS. fill °• °` DR ALTERNATIVE WOOD FRAME CONDITIONS IBc ANCHOR S t/+'•-TO PAN[LWT[ /El,ALE I) M PANEIMITE R15 • r O.0 r// , 1/2' YM LONE Sn• - ,. 1FKE/1MD PEW.TMTNSN rG EY75iwG WOOD ANTE NOl[ SMUfTLA ,R.CXS NOT SHIO"N rIIR CLNVn NmN,N WALL MOUNTING INSTALLATION ,r�'ttRA:TIL��t ALTERNATIVE 1W \GENSf'�9�9, 7 = FLORIDA BUILDING CODE Nigh Velocity Hurr)tane Zone) - � PmaO m,em. ,.c. rs• * �, 's 20 GAGE GALVANIZED STEEL STORM PANEL , Ns1AL:A„ors ARE DNLT vALm FOR euLawcs Ant, AS tlrs'u LDAos w to :.IO•., EOF ��s5, -T..O PM AND PANEL'S lf1NOTn w TO e'-e• %''9O •., FL R10p,:`�i6�'---• .�'., ,�' � )GLOBAL PROTECTION PRODUCTS, LLC. z iGl NEW wom FRAME Clk<SIRUCTAN waLJo NEARER'_ TC BE SOUTHERN .,'`F„"E C O INC. �; .am SING s, SHEET °� PANE NP x. wf sPttRt xNsrr.' Of oft DR oR EQUAL . SSI 'A�-ET•` T`aLJ>; �mRa a nw�ulNo coo. my' Gwa. R svt. '"r'rFNlll ,111N•N�f m e[fnA �3Nw PtIDLC. (R6.RMR-TS.s. rAy. (MILLI-aAT 20-176 •n... {FIN) n~. r- Isr n,-, _ PE EM/sFBHMTJAE/IMR CA-OmB71p � "° 1ML2R A MiR A. P.[. Y I._Ly CIO Co 0 N N U L Q O O O O 0 � O v_' V/ Q z z W JCn Q� N _� 0 U O U � LLJ Q Z Z Q J SHEET NO. SH 1.1 LOCATION MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.3.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VALID ONLY FOR PAI &@ INSTAIIATIONS AS PER SECTIONS I THRU 10, ON SHEM 4, 5 e 5) ui • BaTm wJ T(.ti-}ly I' SS MS f wMAGNUT AI O.EIRAP r Ma]iYCH C PAWL MAXIMUM A.S.D. DESIGN PRESSURE RATING(12,1 l AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS �; INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VJ'LJD ONLY FOR PANELS Qk @NSTALLATIONS As PER SECTIONS I r*M 7. ON SMELTS 4 A 5) MAXIMUM ASo NAmUM AIEJgRS SPFCNG TOR ED. - J 1/r -• __ DESIGN iAVCDN__-._ _ CA, TN_CRP _-_.�-__ WJI-W PNm n IIMME, n PYALUALUE DLLs SECTION! / a 1°V.Alum PANEL PMESSWE I TFO 0 m To To AM' COMBNATgM LENOM 1.' (Al.) RI (p•, i N CMfRF,E I COae.K%1[ I. GaKRIR COa11CA[,1[ 10-OCM[lF Ct� TO CONOETF COINER TO CONCMCiF C.Acm E OF THEY ----r- eLOd si e- /A N/A M/• 6 1 Ni ° •% a• MI 6' 6 'I• a' ° I (BOTTOM)) e - - _ a M/A 6' A/. 1 N/A NiN/ a MIA I r (MOP) MIA 5 Ni 5• N/ - l (BOTTOM) r _ +SSS. -no 61 N/A I N/ /A 6 K/A a N/A 6• N/A ] tr s (TOP) >'-5• OR LESS I _6• 5• _r - -}I-- N/A- a 1 a_ R a• a• 6' N/ / ..._ MIA a N/A e. N/A a' Al. -. 7 �OP) I 41 _�.---e - ° a _° a I e• -- + a 7 (110TTU,1 N/A CAI, 1 12 Vi' a /+• 1 12 1/2• 1 6 1/.• e V j e V•' e ,J.• B I/i 5 (TOP/90n w ttpNN ANT/�[% A ?3?���RCENS r�s F FLORIDA BUILDING CODE (High Velocity Hurdcons Zone ? No. 4167 nzno `LNGO "c -77, 7f -7 20 GAGE GALVANIZED STEEL STORM PANEL.CANI 1. so At.q9 ST E OF- �, GLOBAL PROTECTION PRODUCTS, LAC. " aJO99 �^e� • TE F( LOP' Z ys % I L E C O EMe I, .ero s.M. sl snaET s, E'.. '�' TA1AI a s tOurANr CAME. R 11J1. ,s N PColiHaE (P!•)ae•-n•6. rw fPa•)ReR-aFVT 20-176 /"ANNIN NI E SUL/SJGN.TUH[/WR CA-OOOe71P s MMr.r Nw.s• o,"Aso Ie .n. �vL MI ) elan a °F 14 inPAW WIINIAIR(A�S�LDgE N... )LLNGNr �F' t0 5[CIgeS D U.t ] lSII l CaONS] I '^"" � ! ��prON 11 r,0 � WIdKF,IM Sss -TTA L ) 5 OR LESS 2 IJ4' JNBa,[p t , i1gU S k T I 5 TO a e 4P. ! : J/+• �U1IBDLTm +. , T,EIU ! r T ro „ 2- LLati : 2 1/�' -r' eu�ho��Ku�pw•IN�- t -- ]2, -•a.0 ,T'�' OR LESS ~ ! '/i' 1' ea�1E0 RN1� NCO, a. fl r +D SEE 5•ECIS ,D a t, TOR ANC•IDRS TYPS a SPACYNG FOR MTN1Ai-0IE •(10 w000 ,RAY[ BURDMID MNYUY •MICgn SPACII,DS AMD WMAlM EDGE gStANCE M[ •IDMU1m ON 1M SCNCDMC r0A CD :CMS nWJ eoMTEO oN 9LWEDMIE .mVCE ALICl10R SPACING BY MLl11PLYwG SPACING SMWw ON SCHfO'vl[ BY 1,E PasoeaMc FAtRM4 IDF il•1 OPERATION ro eE PpSSgLE. MfpJCm vALwc aerNNm USING rA-iM sHwa not aE LEs •,.NL MwWun SCALING WD:GRo 2P GaoT AN[Gw ,m AT ANtrgAs LtauD A11011E0 7Y/E '/P• I/•'• ,/<•• ,/+•� i/<•• 1/4'• IAPm, O ,N-i �C �'R+'C Gu-r rAn-e[f Ia, AItPMOR PAfiNe ( ••Na..Mwl r«w. (w) h.] s ADpla [a one[ u►oeslD IPCIpI v< ID , 5/e' LONG ows BUBMNG w/ INSTALLATION DETAILS FOR REGULAR PANELS'J) & PANEL LEWIS M5 • °'AN 6 t 4* INTO EXISTING WOOD STRUCTURES "CAR L LEYGTLP ro 5'-0• AND ° t/•• 0.0 - "CAR LEAIGtH3 W ro a' -a' I".. w IT+-'D 12 112-I0 fEYNE DOA - ifi, THI PLUS • - _ - 2 o. C. H , t 1Gn. T,WEAMD - �. PENRMIgM 10 HIEAOCR FDP ALl LINGns LA {�� iv e'-6' MOG I •.:.:o srJE,Ia • •• CAD w 1 ' I PvcTwat%N i _ 1 I I ).,I I can ED Lr 601 I ALTERNATIVE TW -_-_•' _...i_._ SCAF 3/e-1• SCALE J/e-t- SEE SCHEDUAE ON SHEET aSEE m 1 I 1 I I{ 1 ON S E i i i � Epp o OtAnup SEPAMAI� I I l/e•1.J 31' I FOR _ r I I,wlc IAir • _ TO G A55 IT ,h (�E.. EQI I TO Y ) I : I E0� 11I I I 0. sooTo; T COS ' -. I E0� I -- _ �_.I il1 1'; 7 E0, r- to: :. .TIN La. I i P[E°00aLeMEw° R I t/i .0.. 51e• Larry BRASS aaH.w I \. ��irs I- I leul,lmR _t -- r/ +P'•-xoa' ss. us. • t ,/•' o t-----}-- FDA PAIp LDCMS W TO !' O' AND e .. I /•- O c mM Lvali F ro a' -a' ( Y•s' AUR 'I DR /t. 10 AAMCLYAR FUME O OR IEauw[o I/ Ill C�ME'D'R tMEAA.0 A, 1 I ! /`n't''Gicn w�MAO.6a•ocR 'L.ewMDTH of Exm,m II PLATE oM :.• PAR • rORo H or PUTT «nrnM,� ALTERNATIVE 3W ALTERNATIVE 4W ! I •Ga.:ttD SCALE 1Je-r SCALE !/e.r .LL LENGTHS CAP TO W-e• Mm, - 1 1 ffl woo" ME DIRECT MOUNTING INSTALLATION BUILLI-DOLT MOLLNT�NG LNSTALI_ATION NOTE SHUTTER TRACKS NOT SHOWN F CLARM ALTERNATIVE BW ALTERNATIVE 7W SCALE 3/e-r SCALE 3/e-1' tllo 1 , Tlt 1YN 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.O DESIGN LOADS N.•f v�E••' •� ••: /'9 •t%y . P ' \GENSf •. UP TO -55.5, -12.0 PSF AND PANEL'S LENGTH UP TO 8'-8' FLORIDA BUILDING CODE (High Velocity HurrIcons Zone)] 2. FOR NEW WOUD FRAME CONSTRUCTION, *ODD MEMBERS TO BE SOUTHERN - raoTo RRm. PNG rP PANE NO. 2, w/ SPECIFIC DENSITY OF 0.55 OR EQUAL . _ N0.rvi : * 20 GAGE GALVANIZED STEEL STORM PANEL oIMRN a, *. NOTE FOR S�IdBIEUT1oN of SE cJN ST _.> - \ GLOBAL PROTECTION PRODUCTS, LAC. o7/Te/soio "_ °�'' FI L E C O INC.R TOP HL BOTTOM MOUNTINGS CAN BE '•g G,C�: ••.,, Al1u" +em S.W.ws s18¢I COMBINED IN ANY WAY 10 SUIT ANY ,, ••A SSi i H,r�rri. No a ENe CO A, .1YA. ( �A1 a, r CAMIaHt"o INNING CRP. •L n+w wgrc (as.pp- Fs.s. A. (n)eeM-s,n 20- 176 INSTALLATION '/THIN N/NI,IJrI 4J.LJIKJAARAE/dR WANTCR A FELT . AT - MR I, a FLOW- I �•I I i STUDS OVERY OVERLAP 21 •OC TO HOLD PANEL j 1 II I ALTERNATE STUDS o EVERY ovEwIAP t 12 I 0. C. I (TO HOD PANEL 5/9' Y.. (CASE V ' � ]' A. CASE p - I I0I Ojl NIII \ T L _! I / .J+• SCHEDUL E /I SC'ESET /1I `'INTERIOR PANEL \--END PANEL FOR [Iwi -- t-OR MP.. L--3• - OR DIRECT MOUNT 44C� ANCHOR SPACING SPACING •-3. MIA, DETAIL 1 : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) SEAL£ 3/1e' - (- MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT:& FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES L1.__Alillfi ANAL. NW-C-CONOIinyJs_TOC t. BOITQM IL L.D- -..3 122_• AL _ AT FNI ( AT ENO PANEL �'--I 1. +-F- Oso N ' ,/4• SEE SEE - INTERIOR PANEL \- CW PANEL ® Off EI - SCHEDULE BGMFIIULE - / /2 FOR -- /2 F(N{ - J' M.4 ANCHOR 'Al ANCHOR SPACING SPADING DETAIL 2 FLOOR _ MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALEJ S/Ie' - I' MAXIMUM A.S.D. DESIGN PRESSURE RL{jIN s t) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE =APPUCABiL ONLY TQ.jEDT10NS__L eTL....i10)CA7Etl EfAi ul'E SAFETY SE�PLILi[L ST.ST�L.QN SHEET 11. YAXIIRN AS.0. LA^COII C iN-ptP CAU-PI AAIElYJR rTlMNF a IMEIJLVC RUS �rABli fi D{S[Ai T SEC,Ik•S 1 a .LAIWUY P.W. PRESSJrIE TD CONLroRETEl 10 [DN[°RE'R ro t TEE m I�� tOl9NR1pN IFIgiH 1' (n.1 RATIO {•.. A,, : ETE ancX rptRETE OJKX GOICRfR 0<0[K CONCMfR BLOCK CONCRETE I BL➢CM OF ilE4 e' N/A N/A N/A 6' N/A 6' k 2 (TOP) +55.0. -72.0 9' 7' 9' � 9' 9- 9' 9'- B" t (BOttON) 5'-0' IXJ LE55 6• N/A N/A N/A E. t CAI 1 (TOP) 9' S• 9' 6• 9• 7 T/Z" 9' 9' 9' 9' 1 (t101T0Y) 6• I N/A N/A e• N/A 6' MIA I A 2 (TOP) +550 -720•7'-6' 70 B'-B• 9• 6" 6' fi' 6' 6- I (BOTTOM) SG!LiD.>i-i-1. �1N._iLCt4RJaDstNIS�'1�IDS5_At1�II97d�i._LO._-_�_l:Z WA CONCRETE cowom , LAAIINJM ASa !STUD • !n' Y- TINY TOP u AHIoIt> -CASE r (s,la • s• ,.. rwI rn v YCLI> APPLICABLE TO DESIGN iAPCON - _ SECTIONS N k MAXIMUM PANEL PRESSURE TO TO TO 0 Y COMBINATIO LENGTH •L• (ft.) PATRNc ,,AT • [ OF THEY +49.2 -61.5 }• }• ° 1/2' 4 1/2' 2 IBOTFOM) %'-6. OR LESS .52 H -66.0 }' 3' 4' +- 2 (BOTTOM) 7'- 6, OR LESS +550 -72.0 2 1/2' 7 1/2"-- �'-�---- J 1/1' 2 (BOTTOM) 7'-6' ON LESS +55.0 -71.D 1 I/1--�2 1/2 - N/A(BOTTOM) 7'-6' TO 8'_0• »55.0 -720--_.N/A v. N/�. 3' 1" 1 (BOTTOM) 17'-6' TO 8.-e• •NVYIAI a aCSIWL YIN. PMQ {s¢>YL'IIan6) e"Ote PI/a�101 I tONtrIRN •550. Ka e-a' r J/r u•alea SEE 41 IS FOR MICNDRS TYPE k SPACING iD8 NSTALU71016 INTO eIDDD AAg eUEDIND. YVMAN ANCMOP SPACINGS AND YNYtN Ei)aE aSTANCf AlIF •NoaATiL, ON Ms SC,EWii, FDA ED LESS nYN eQ1fAiED OM 5(MOAE Pmti[[ AMCr,ON SPACING for WLTIPLn.G SPACLI,D SHOWN ON SCHEDULE IT THE rOLOeNG FACTORS r9p 1Ms OPEMiMIN ,° K POSS,at. PEDIAZp SPNldlf OBTAwO USING FACTOR 9MM1 NOT BE LESS MAIN ,MAWA1 SPACING NOIurtO raR EACH ,NYCHIOI, TAPE At A/NCHIORa LEaam. NOW TMF 1HO ,/a'• ,N'• ICJ+•. ,h'• rArooN o w-aeP PAWEA4LAn "''ooL1O[cvR-w w non arraNc EeI.I PMgq,APn 2-•.•h /k) "Ai lo.ar few (M) J I/3 IaK EL a OENO.i NLIeR J• ,.W Ia0 - I.m U ! Orr `N•�E4 A. TIL[I +� _ No. 44167 '. * '. CODE INSTALLATION Ani 10 CLASS- 1. GIASS. 112' MAN DIRECT 21 Al ANION MUM ALTERMIMMIN DIRECT MOUNT G INSTALLATION DIRECT MOUNT N WOOD PANEL DETAILS FOR REGULAR PANELS:;�) & �tA INTO EXISTING WOOD STRUCTURES 1�� l i 1 _ {'H 10 PANE1WrE PLUS TI+-IO PMIELWt[ PLUS f,4-,0 P ELM.Ti PLUS • 6 ,/.' OC w/ , 7/e' O 6 ,/<' OG w/ t T/e• -. O 6 , THREADED PENETRATION 10 THREADED PFNETMTK)N TO WOOp nEApEp � THREADED Pf�LMT10N 10 C%ISnNG WOOD HE110[R ;"--T---� ExlsnNc WOOD NCAOER aEOUNiED ExISTINC WOOD HEADER I I i EVON SRD • j '. I I , [MR. s,w a I ewG NUT 2• !a' O.0 -, 2• { ,1Ofr S,m e R RaHEADER � r,'000 HEADER OC pE0U18F.0 i $I SCEtIutL DN I I SCF SCLEASE DM YL 50®ULE ON . s+[Er a � vEET e 1 5b.. PANEL IfNGTh � Ma.. PANEL LENGM Na. PAAI3, LENGTIL 1 L/ir-}eXl• eS I (SFI' NOTE 1) I YJ•'•-NJ*,' S5. ' I (SFF NOTE ,) /A•• eon• 3.5 I (SEE MOTT ,) I S w/ >/e^• 1 S. R/ T � � Ev[wr o+FnAP l I ]r' IHPND M.n• 7 I _ � �' Jl IKJr. QCIRAP f• � 501E � """ ' I:j'MAN-3ICJI! Wxd'wi rASMR .NANO HLJt • 1 Tny • S/y r0 � - 1EYFJF s1La • EO I • At I/r• Oa. EO -1 A 4wcIll• ;et/+' 2'.i WOOD ANTE z'«' WOO" PATE 2'.i WOOD PLATE � I u.�Tl°IPGEAOE� 1/2• REWIRED I C1.-,0 PANELYAIE PLUS REOUIRCD � REWWEtl PENETRATION At i r'irnliEA'DJEo P°EMETAATION e' I us7Mon+ GF PLATE ` MIO WIDTH OF PLATE � L' 0 C. //sAccEREO w/ I 1PfNCTRAnON 1 1 - AT MIOW!QTN OF PULE _ - WILE !/n-,• SCALE J/M I' SCALE J/e-I' NOTES: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W h IOW ONLY VALID FOR stt1NNN11/,lYl PANIEL'S LFNGTHAUPDTO DESIGN `LOADS UP TO +43.8. -AH.O D-5.1. AND TICL/l9ry 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN 1a �' ••' •' g P: LENS •'•'9 FLOE N0. 2. w/ SPECIFIC bENSITT' OF D.SS OR EQUAL_ \� f FLORIDA BUILDING CODE (High Velocity Hurricane Zona No FOR M ,ruTHON or sFcnDNs: = No. F61- '20GAGEGALVANIZEDSTEELSTatM P TOPhBOTTOMMOUNTINGSCANBECOMBINEDINANYWAYTO5Uf!ANY ST �,--`_�`GLOBAL PROTECTION PRODUCTS, LAC.INSTALLATION �F/�TIECOONOOL .am sw s, sIRE[T �'''EE,;'SSl r • • i.� � TLlTNe • EYaNmww n•n.Nr . ( aAMr, n JS11. .. se .L r a, .Pew rAI••a n n,«I ,.Inc es•pee -TS.S. TAX (rd•)eeY-en7 20- i 76 'YNNNI TIN CAL c�srAh/eGNAruPE/aR G-ae6),e ,wL,E]• A /Wf Jr.. PC RQl U w M ••,eT`OW 717 INSTALLATION PAT, LOCATION ST Az . CL co CIO -Co i DETAILS FOR OPTION �► 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,,. � uc steEMs • .• D.t w/ INTO EXISTING WOOD STRUCTURES 1 Mln Tlw[ADE,1 PEJIETMI,pM _ //22 R t0'EnSING WOOD HUGE I rl I i I I I EO I EQN _ Eo' f I E0) I EON wocD •tADEP - RfOHwm ,' S 1 I i +LIDO MUO[M MRc~NUT i LYnr. -!4- -i1H STUD . ,r vY oc ALTERNATIVE 1 ALTERNATIVE 2 , ,ro. r/MiD'•,�J'�vE�[oENur. F (INS) (5[F'1 1� I oE7 1/T 4) I }75 -r• ` I _ I , OWN Ma'ET ,': I I 1 yp I FOi r0 T � I I f \ w00' PUTT I wouw[c I I \ tPY ALTERNATIVE 3 ALTERNATIVE 4 J REOJRD 1 ,/•i l.'C. xRLTrs • 6' OC w/ , 1/2' �.. YW. TMIFIDm PF1NETrMTgN OR LdF BRASS &J9MYG M/ /.••-'°''' ss MS. fill °• °` DR ALTERNATIVE WOOD FRAME CONDITIONS IBc ANCHOR S t/+'•-TO PAN[LWT[ /El,ALE I) M PANEIMITE R15 • r O.0 r// , 1/2' YM LONE Sn• - ,. 1FKE/1MD PEW.TMTNSN rG EY75iwG WOOD ANTE NOl[ SMUfTLA ,R.CXS NOT SHIO"N rIIR CLNVn NmN,N WALL MOUNTING INSTALLATION ,r�'ttRA:TIL��t ALTERNATIVE 1W \GENSf'�9�9, 7 = FLORIDA BUILDING CODE Nigh Velocity Hurr)tane Zone) - � PmaO m,em. ,.c. rs• * �, 's 20 GAGE GALVANIZED STEEL STORM PANEL , Ns1AL:A„ors ARE DNLT vALm FOR euLawcs Ant, AS tlrs'u LDAos w to :.IO•., EOF ��s5, -T..O PM AND PANEL'S lf1NOTn w TO e'-e• %''9O •., FL R10p,:`�i6�'---• .�'., ,�' � )GLOBAL PROTECTION PRODUCTS, LLC. z iGl NEW wom FRAME Clk<SIRUCTAN waLJo NEARER'_ TC BE SOUTHERN .,'`F„"E C O INC. �; .am SING s, SHEET °� PANE NP x. wf sPttRt xNsrr.' Of oft DR oR EQUAL . SSI 'A�-ET•` T`aLJ>; �mRa a nw�ulNo coo. my' Gwa. R svt. '"r'rFNlll ,111N•N�f m e[fnA �3Nw PtIDLC. (R6.RMR-TS.s. rAy. (MILLI-aAT 20-176 •n... {FIN) n~. r- Isr n,-, _ PE EM/sFBHMTJAE/IMR CA-OmB71p � "° 1ML2R A MiR A. P.[. Y I._Ly CIO Co 0 N N U L Q O O O O 0 � O v_' V/ Q z z W JCn Q� N _� 0 U O U � LLJ Q Z Z Q J SHEET NO. SH 1.1 LOCATION SEE 5•ECIS ,D a t, TOR ANC•IDRS TYPS a SPACYNG FOR MTN1Ai-0IE •(10 w000 ,RAY[ BURDMID MNYUY •MICgn SPACII,DS AMD WMAlM EDGE gStANCE M[ •IDMU1m ON 1M SCNCDMC r0A CD :CMS nWJ eoMTEO oN 9LWEDMIE .mVCE ALICl10R SPACING BY MLl11PLYwG SPACING SMWw ON SCHfO'vl[ BY 1,E PasoeaMc FAtRM4 IDF il•1 OPERATION ro eE PpSSgLE. MfpJCm vALwc aerNNm USING rA-iM sHwa not aE LEs •,.NL MwWun SCALING WD:GRo 2P GaoT AN[Gw ,m AT ANtrgAs LtauD A11011E0 7Y/E '/P• I/•'• ,/<•• ,/+•� i/<•• 1/4'• IAPm, O ,N-i �C �'R+'C Gu-r rAn-e[f Ia, AItPMOR PAfiNe ( ••Na..Mwl r«w. (w) h.] s ADpla [a one[ u►oeslD IPCIpI v< ID , 5/e' LONG ows BUBMNG w/ INSTALLATION DETAILS FOR REGULAR PANELS'J) & PANEL LEWIS M5 • °'AN 6 t 4* INTO EXISTING WOOD STRUCTURES "CAR L LEYGTLP ro 5'-0• AND ° t/•• 0.0 - "CAR LEAIGtH3 W ro a' -a' I".. w IT+-'D 12 112-I0 fEYNE DOA - ifi, THI PLUS • - _ - 2 o. C. H , t 1Gn. T,WEAMD - �. PENRMIgM 10 HIEAOCR FDP ALl LINGns LA {�� iv e'-6' MOG I •.:.:o srJE,Ia • •• CAD w 1 ' I PvcTwat%N i _ 1 I I ).,I I can ED Lr 601 I ALTERNATIVE TW -_-_•' _...i_._ SCAF 3/e-1• SCALE J/e-t- SEE SCHEDUAE ON SHEET aSEE m 1 I 1 I I{ 1 ON S E i i i � Epp o OtAnup SEPAMAI� I I l/e•1.J 31' I FOR _ r I I,wlc IAir • _ TO G A55 IT ,h (�E.. EQI I TO Y ) I : I E0� 11I I I 0. sooTo; T COS ' -. I E0� I -- _ �_.I il1 1'; 7 E0, r- to: :. .TIN La. I i P[E°00aLeMEw° R I t/i .0.. 51e• Larry BRASS aaH.w I \. ��irs I- I leul,lmR _t -- r/ +P'•-xoa' ss. us. • t ,/•' o t-----}-- FDA PAIp LDCMS W TO !' O' AND e .. I /•- O c mM Lvali F ro a' -a' ( Y•s' AUR 'I DR /t. 10 AAMCLYAR FUME O OR IEauw[o I/ Ill C�ME'D'R tMEAA.0 A, 1 I ! /`n't''Gicn w�MAO.6a•ocR 'L.ewMDTH of Exm,m II PLATE oM :.• PAR • rORo H or PUTT «nrnM,� ALTERNATIVE 3W ALTERNATIVE 4W ! I •Ga.:ttD SCALE 1Je-r SCALE !/e.r .LL LENGTHS CAP TO W-e• Mm, - 1 1 ffl woo" ME DIRECT MOUNTING INSTALLATION BUILLI-DOLT MOLLNT�NG LNSTALI_ATION NOTE SHUTTER TRACKS NOT SHOWN F CLARM ALTERNATIVE BW ALTERNATIVE 7W SCALE 3/e-r SCALE 3/e-1' tllo 1 , Tlt 1YN 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.O DESIGN LOADS N.•f v�E••' •� ••: /'9 •t%y . P ' \GENSf •. UP TO -55.5, -12.0 PSF AND PANEL'S LENGTH UP TO 8'-8' FLORIDA BUILDING CODE (High Velocity HurrIcons Zone)] 2. FOR NEW WOUD FRAME CONSTRUCTION, *ODD MEMBERS TO BE SOUTHERN - raoTo RRm. PNG rP PANE NO. 2, w/ SPECIFIC DENSITY OF 0.55 OR EQUAL . _ N0.rvi : * 20 GAGE GALVANIZED STEEL STORM PANEL oIMRN a, *. NOTE FOR S�IdBIEUT1oN of SE cJN ST _.> - \ GLOBAL PROTECTION PRODUCTS, LAC. o7/Te/soio "_ °�'' FI L E C O INC.R TOP HL BOTTOM MOUNTINGS CAN BE '•g G,C�: ••.,, Al1u" +em S.W.ws s18¢I COMBINED IN ANY WAY 10 SUIT ANY ,, ••A SSi i H,r�rri. No a ENe CO A, .1YA. ( �A1 a, r CAMIaHt"o INNING CRP. •L n+w wgrc (as.pp- Fs.s. A. (n)eeM-s,n 20- 176 INSTALLATION '/THIN N/NI,IJrI 4J.LJIKJAARAE/dR WANTCR A FELT . AT - MR I, a FLOW- I �•I I i STUDS OVERY OVERLAP 21 •OC TO HOLD PANEL j 1 II I ALTERNATE STUDS o EVERY ovEwIAP t 12 I 0. C. I (TO HOD PANEL 5/9' Y.. (CASE V ' � ]' A. CASE p - I I0I Ojl NIII \ T L _! I / .J+• SCHEDUL E /I SC'ESET /1I `'INTERIOR PANEL \--END PANEL FOR [Iwi -- t-OR MP.. L--3• - OR DIRECT MOUNT 44C� ANCHOR SPACING SPACING •-3. MIA, DETAIL 1 : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) SEAL£ 3/1e' - (- MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT:& FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES L1.__Alillfi ANAL. NW-C-CONOIinyJs_TOC t. BOITQM IL L.D- -..3 122_• AL _ AT FNI ( AT ENO PANEL �'--I 1. +-F- Oso N ' ,/4• SEE SEE - INTERIOR PANEL \- CW PANEL ® Off EI - SCHEDULE BGMFIIULE - / /2 FOR -- /2 F(N{ - J' M.4 ANCHOR 'Al ANCHOR SPACING SPADING DETAIL 2 FLOOR _ MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALEJ S/Ie' - I' MAXIMUM A.S.D. DESIGN PRESSURE RL{jIN s t) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE =APPUCABiL ONLY TQ.jEDT10NS__L eTL....i10)CA7Etl EfAi ul'E SAFETY SE�PLILi[L ST.ST�L.QN SHEET 11. YAXIIRN AS.0. LA^COII C iN-ptP CAU-PI AAIElYJR rTlMNF a IMEIJLVC RUS �rABli fi D{S[Ai T SEC,Ik•S 1 a .LAIWUY P.W. PRESSJrIE TD CONLroRETEl 10 [DN[°RE'R ro t TEE m I�� tOl9NR1pN IFIgiH 1' (n.1 RATIO {•.. A,, : ETE ancX rptRETE OJKX GOICRfR 0<0[K CONCMfR BLOCK CONCRETE I BL➢CM OF ilE4 e' N/A N/A N/A 6' N/A 6' k 2 (TOP) +55.0. -72.0 9' 7' 9' � 9' 9- 9' 9'- B" t (BOttON) 5'-0' IXJ LE55 6• N/A N/A N/A E. t CAI 1 (TOP) 9' S• 9' 6• 9• 7 T/Z" 9' 9' 9' 9' 1 (t101T0Y) 6• I N/A N/A e• N/A 6' MIA I A 2 (TOP) +550 -720•7'-6' 70 B'-B• 9• 6" 6' fi' 6' 6- I (BOTTOM) SG!LiD.>i-i-1. �1N._iLCt4RJaDstNIS�'1�IDS5_At1�II97d�i._LO._-_�_l:Z WA CONCRETE cowom , LAAIINJM ASa !STUD • !n' Y- TINY TOP u AHIoIt> -CASE r (s,la • s• ,.. rwI rn v YCLI> APPLICABLE TO DESIGN iAPCON - _ SECTIONS N k MAXIMUM PANEL PRESSURE TO TO TO 0 Y COMBINATIO LENGTH •L• (ft.) PATRNc ,,AT • [ OF THEY +49.2 -61.5 }• }• ° 1/2' 4 1/2' 2 IBOTFOM) %'-6. OR LESS .52 H -66.0 }' 3' 4' +- 2 (BOTTOM) 7'- 6, OR LESS +550 -72.0 2 1/2' 7 1/2"-- �'-�---- J 1/1' 2 (BOTTOM) 7'-6' ON LESS +55.0 -71.D 1 I/1--�2 1/2 - N/A(BOTTOM) 7'-6' TO 8'_0• »55.0 -720--_.N/A v. N/�. 3' 1" 1 (BOTTOM) 17'-6' TO 8.-e• •NVYIAI a aCSIWL YIN. PMQ {s¢>YL'IIan6) e"Ote PI/a�101 I tONtrIRN •550. Ka e-a' r J/r u•alea SEE 41 IS FOR MICNDRS TYPE k SPACING iD8 NSTALU71016 INTO eIDDD AAg eUEDIND. YVMAN ANCMOP SPACINGS AND YNYtN Ei)aE aSTANCf AlIF •NoaATiL, ON Ms SC,EWii, FDA ED LESS nYN eQ1fAiED OM 5(MOAE Pmti[[ AMCr,ON SPACING for WLTIPLn.G SPACLI,D SHOWN ON SCHEDULE IT THE rOLOeNG FACTORS r9p 1Ms OPEMiMIN ,° K POSS,at. PEDIAZp SPNldlf OBTAwO USING FACTOR 9MM1 NOT BE LESS MAIN ,MAWA1 SPACING NOIurtO raR EACH ,NYCHIOI, TAPE At A/NCHIORa LEaam. NOW TMF 1HO ,/a'• ,N'• ICJ+•. ,h'• rArooN o w-aeP PAWEA4LAn "''ooL1O[cvR-w w non arraNc EeI.I PMgq,APn 2-•.•h /k) "Ai lo.ar few (M) J I/3 IaK EL a OENO.i NLIeR J• ,.W Ia0 - I.m U ! Orr `N•�E4 A. TIL[I +� _ No. 44167 '. * '. CODE INSTALLATION Ani 10 CLASS- 1. GIASS. 112' MAN DIRECT 21 Al ANION MUM ALTERMIMMIN DIRECT MOUNT G INSTALLATION DIRECT MOUNT N WOOD PANEL DETAILS FOR REGULAR PANELS:;�) & �tA INTO EXISTING WOOD STRUCTURES 1�� l i 1 _ {'H 10 PANE1WrE PLUS TI+-IO PMIELWt[ PLUS f,4-,0 P ELM.Ti PLUS • 6 ,/.' OC w/ , 7/e' O 6 ,/<' OG w/ t T/e• -. O 6 , THREADED PENETRATION 10 THREADED PFNETMTK)N TO WOOp nEApEp � THREADED Pf�LMT10N 10 C%ISnNG WOOD HE110[R ;"--T---� ExlsnNc WOOD NCAOER aEOUNiED ExISTINC WOOD HEADER I I i EVON SRD • j '. I I , [MR. s,w a I ewG NUT 2• !a' O.0 -, 2• { ,1Ofr S,m e R RaHEADER � r,'000 HEADER OC pE0U18F.0 i $I SCEtIutL DN I I SCF SCLEASE DM YL 50®ULE ON . s+[Er a � vEET e 1 5b.. PANEL IfNGTh � Ma.. PANEL LENGM Na. PAAI3, LENGTIL 1 L/ir-}eXl• eS I (SFI' NOTE 1) I YJ•'•-NJ*,' S5. ' I (SFF NOTE ,) /A•• eon• 3.5 I (SEE MOTT ,) I S w/ >/e^• 1 S. R/ T � � Ev[wr o+FnAP l I ]r' IHPND M.n• 7 I _ � �' Jl IKJr. QCIRAP f• � 501E � """ ' I:j'MAN-3ICJI! Wxd'wi rASMR .NANO HLJt • 1 Tny • S/y r0 � - 1EYFJF s1La • EO I • At I/r• Oa. EO -1 A 4wcIll• ;et/+' 2'.i WOOD ANTE z'«' WOO" PATE 2'.i WOOD PLATE � I u.�Tl°IPGEAOE� 1/2• REWIRED I C1.-,0 PANELYAIE PLUS REOUIRCD � REWWEtl PENETRATION At i r'irnliEA'DJEo P°EMETAATION e' I us7Mon+ GF PLATE ` MIO WIDTH OF PLATE � L' 0 C. //sAccEREO w/ I 1PfNCTRAnON 1 1 - AT MIOW!QTN OF PULE _ - WILE !/n-,• SCALE J/M I' SCALE J/e-I' NOTES: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W h IOW ONLY VALID FOR stt1NNN11/,lYl PANIEL'S LFNGTHAUPDTO DESIGN `LOADS UP TO +43.8. -AH.O D-5.1. AND TICL/l9ry 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN 1a �' ••' •' g P: LENS •'•'9 FLOE N0. 2. w/ SPECIFIC bENSITT' OF D.SS OR EQUAL_ \� f FLORIDA BUILDING CODE (High Velocity Hurricane Zona No FOR M ,ruTHON or sFcnDNs: = No. F61- '20GAGEGALVANIZEDSTEELSTatM P TOPhBOTTOMMOUNTINGSCANBECOMBINEDINANYWAYTO5Uf!ANY ST �,--`_�`GLOBAL PROTECTION PRODUCTS, LAC.INSTALLATION �F/�TIECOONOOL .am sw s, sIRE[T �'''EE,;'SSl r • • i.� � TLlTNe • EYaNmww n•n.Nr . ( aAMr, n JS11. .. se .L r a, .Pew rAI••a n n,«I ,.Inc es•pee -TS.S. TAX (rd•)eeY-en7 20- i 76 'YNNNI TIN CAL c�srAh/eGNAruPE/aR G-ae6),e ,wL,E]• A /Wf Jr.. PC RQl U w M ••,eT`OW 717 INSTALLATION PAT, LOCATION ST Az . CL co CIO -Co i DETAILS FOR OPTION �► 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,,. � uc steEMs • .• D.t w/ INTO EXISTING WOOD STRUCTURES 1 Mln Tlw[ADE,1 PEJIETMI,pM _ //22 R t0'EnSING WOOD HUGE I rl I i I I I EO I EQN _ Eo' f I E0) I EON wocD •tADEP - RfOHwm ,' S 1 I i +LIDO MUO[M MRc~NUT i LYnr. -!4- -i1H STUD . ,r vY oc ALTERNATIVE 1 ALTERNATIVE 2 , ,ro. r/MiD'•,�J'�vE�[oENur. F (INS) (5[F'1 1� I oE7 1/T 4) I }75 -r• ` I _ I , OWN Ma'ET ,': I I 1 yp I FOi r0 T � I I f \ w00' PUTT I wouw[c I I \ tPY ALTERNATIVE 3 ALTERNATIVE 4 J REOJRD 1 ,/•i l.'C. xRLTrs • 6' OC w/ , 1/2' �.. YW. TMIFIDm PF1NETrMTgN OR LdF BRASS &J9MYG M/ /.••-'°''' ss MS. fill °• °` DR ALTERNATIVE WOOD FRAME CONDITIONS IBc ANCHOR S t/+'•-TO PAN[LWT[ /El,ALE I) M PANEIMITE R15 • r O.0 r// , 1/2' YM LONE Sn• - ,. 1FKE/1MD PEW.TMTNSN rG EY75iwG WOOD ANTE NOl[ SMUfTLA ,R.CXS NOT SHIO"N rIIR CLNVn NmN,N WALL MOUNTING INSTALLATION ,r�'ttRA:TIL��t ALTERNATIVE 1W \GENSf'�9�9, 7 = FLORIDA BUILDING CODE Nigh Velocity Hurr)tane Zone) - � PmaO m,em. ,.c. rs• * �, 's 20 GAGE GALVANIZED STEEL STORM PANEL , Ns1AL:A„ors ARE DNLT vALm FOR euLawcs Ant, AS tlrs'u LDAos w to :.IO•., EOF ��s5, -T..O PM AND PANEL'S lf1NOTn w TO e'-e• %''9O •., FL R10p,:`�i6�'---• .�'., ,�' � )GLOBAL PROTECTION PRODUCTS, LLC. z iGl NEW wom FRAME Clk<SIRUCTAN waLJo NEARER'_ TC BE SOUTHERN .,'`F„"E C O INC. �; .am SING s, SHEET °� PANE NP x. wf sPttRt xNsrr.' Of oft DR oR EQUAL . SSI 'A�-ET•` T`aLJ>; �mRa a nw�ulNo coo. my' Gwa. R svt. '"r'rFNlll ,111N•N�f m e[fnA �3Nw PtIDLC. (R6.RMR-TS.s. rAy. (MILLI-aAT 20-176 •n... {FIN) n~. r- Isr n,-, _ PE EM/sFBHMTJAE/IMR CA-OmB71p � "° 1ML2R A MiR A. P.[. Y I._Ly CIO Co 0 N N U L Q O O O O 0 � O v_' V/ Q z z W JCn Q� N _� 0 U O U � LLJ Q Z Z Q J SHEET NO. SH 1.1 LOCATION v< ID , 5/e' LONG ows BUBMNG w/ INSTALLATION DETAILS FOR REGULAR PANELS'J) & PANEL LEWIS M5 • °'AN 6 t 4* INTO EXISTING WOOD STRUCTURES "CAR L LEYGTLP ro 5'-0• AND ° t/•• 0.0 - "CAR LEAIGtH3 W ro a' -a' I".. w IT+-'D 12 112-I0 fEYNE DOA - ifi, THI PLUS • - _ - 2 o. C. H , t 1Gn. T,WEAMD - �. PENRMIgM 10 HIEAOCR FDP ALl LINGns LA {�� iv e'-6' MOG I •.:.:o srJE,Ia • •• CAD w 1 ' I PvcTwat%N i _ 1 I I ).,I I can ED Lr 601 I ALTERNATIVE TW -_-_•' _...i_._ SCAF 3/e-1• SCALE J/e-t- SEE SCHEDUAE ON SHEET aSEE m 1 I 1 I I{ 1 ON S E i i i � Epp o OtAnup SEPAMAI� I I l/e•1.J 31' I FOR _ r I I,wlc IAir • _ TO G A55 IT ,h (�E.. EQI I TO Y ) I : I E0� 11I I I 0. sooTo; T COS ' -. I E0� I -- _ �_.I il1 1'; 7 E0, r- to: :. .TIN La. I i P[E°00aLeMEw° R I t/i .0.. 51e• Larry BRASS aaH.w I \. ��irs I- I leul,lmR _t -- r/ +P'•-xoa' ss. us. • t ,/•' o t-----}-- FDA PAIp LDCMS W TO !' O' AND e .. I /•- O c mM Lvali F ro a' -a' ( Y•s' AUR 'I DR /t. 10 AAMCLYAR FUME O OR IEauw[o I/ Ill C�ME'D'R tMEAA.0 A, 1 I ! /`n't''Gicn w�MAO.6a•ocR 'L.ewMDTH of Exm,m II PLATE oM :.• PAR • rORo H or PUTT «nrnM,� ALTERNATIVE 3W ALTERNATIVE 4W ! I •Ga.:ttD SCALE 1Je-r SCALE !/e.r .LL LENGTHS CAP TO W-e• Mm, - 1 1 ffl woo" ME DIRECT MOUNTING INSTALLATION BUILLI-DOLT MOLLNT�NG LNSTALI_ATION NOTE SHUTTER TRACKS NOT SHOWN F CLARM ALTERNATIVE BW ALTERNATIVE 7W SCALE 3/e-r SCALE 3/e-1' tllo 1 , Tlt 1YN 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.O DESIGN LOADS N.•f v�E••' •� ••: /'9 •t%y . P ' \GENSf •. UP TO -55.5, -12.0 PSF AND PANEL'S LENGTH UP TO 8'-8' FLORIDA BUILDING CODE (High Velocity HurrIcons Zone)] 2. FOR NEW WOUD FRAME CONSTRUCTION, *ODD MEMBERS TO BE SOUTHERN - raoTo RRm. PNG rP PANE NO. 2, w/ SPECIFIC DENSITY OF 0.55 OR EQUAL . _ N0.rvi : * 20 GAGE GALVANIZED STEEL STORM PANEL oIMRN a, *. NOTE FOR S�IdBIEUT1oN of SE cJN ST _.> - \ GLOBAL PROTECTION PRODUCTS, LAC. o7/Te/soio "_ °�'' FI L E C O INC.R TOP HL BOTTOM MOUNTINGS CAN BE '•g G,C�: ••.,, Al1u" +em S.W.ws s18¢I COMBINED IN ANY WAY 10 SUIT ANY ,, ••A SSi i H,r�rri. No a ENe CO A, .1YA. ( �A1 a, r CAMIaHt"o INNING CRP. •L n+w wgrc (as.pp- Fs.s. A. (n)eeM-s,n 20- 176 INSTALLATION '/THIN N/NI,IJrI 4J.LJIKJAARAE/dR WANTCR A FELT . AT - MR I, a FLOW- I �•I I i STUDS OVERY OVERLAP 21 •OC TO HOLD PANEL j 1 II I ALTERNATE STUDS o EVERY ovEwIAP t 12 I 0. C. I (TO HOD PANEL 5/9' Y.. (CASE V ' � ]' A. CASE p - I I0I Ojl NIII \ T L _! I / .J+• SCHEDUL E /I SC'ESET /1I `'INTERIOR PANEL \--END PANEL FOR [Iwi -- t-OR MP.. L--3• - OR DIRECT MOUNT 44C� ANCHOR SPACING SPACING •-3. MIA, DETAIL 1 : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) SEAL£ 3/1e' - (- MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT:& FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES L1.__Alillfi ANAL. NW-C-CONOIinyJs_TOC t. BOITQM IL L.D- -..3 122_• AL _ AT FNI ( AT ENO PANEL �'--I 1. +-F- Oso N ' ,/4• SEE SEE - INTERIOR PANEL \- CW PANEL ® Off EI - SCHEDULE BGMFIIULE - / /2 FOR -- /2 F(N{ - J' M.4 ANCHOR 'Al ANCHOR SPACING SPADING DETAIL 2 FLOOR _ MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALEJ S/Ie' - I' MAXIMUM A.S.D. DESIGN PRESSURE RL{jIN s t) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE =APPUCABiL ONLY TQ.jEDT10NS__L eTL....i10)CA7Etl EfAi ul'E SAFETY SE�PLILi[L ST.ST�L.QN SHEET 11. YAXIIRN AS.0. LA^COII C iN-ptP CAU-PI AAIElYJR rTlMNF a IMEIJLVC RUS �rABli fi D{S[Ai T SEC,Ik•S 1 a .LAIWUY P.W. PRESSJrIE TD CONLroRETEl 10 [DN[°RE'R ro t TEE m I�� tOl9NR1pN IFIgiH 1' (n.1 RATIO {•.. A,, : ETE ancX rptRETE OJKX GOICRfR 0<0[K CONCMfR BLOCK CONCRETE I BL➢CM OF ilE4 e' N/A N/A N/A 6' N/A 6' k 2 (TOP) +55.0. -72.0 9' 7' 9' � 9' 9- 9' 9'- B" t (BOttON) 5'-0' IXJ LE55 6• N/A N/A N/A E. t CAI 1 (TOP) 9' S• 9' 6• 9• 7 T/Z" 9' 9' 9' 9' 1 (t101T0Y) 6• I N/A N/A e• N/A 6' MIA I A 2 (TOP) +550 -720•7'-6' 70 B'-B• 9• 6" 6' fi' 6' 6- I (BOTTOM) SG!LiD.>i-i-1. �1N._iLCt4RJaDstNIS�'1�IDS5_At1�II97d�i._LO._-_�_l:Z WA CONCRETE cowom , LAAIINJM ASa !STUD • !n' Y- TINY TOP u AHIoIt> -CASE r (s,la • s• ,.. rwI rn v YCLI> APPLICABLE TO DESIGN iAPCON - _ SECTIONS N k MAXIMUM PANEL PRESSURE TO TO TO 0 Y COMBINATIO LENGTH •L• (ft.) PATRNc ,,AT • [ OF THEY +49.2 -61.5 }• }• ° 1/2' 4 1/2' 2 IBOTFOM) %'-6. OR LESS .52 H -66.0 }' 3' 4' +- 2 (BOTTOM) 7'- 6, OR LESS +550 -72.0 2 1/2' 7 1/2"-- �'-�---- J 1/1' 2 (BOTTOM) 7'-6' ON LESS +55.0 -71.D 1 I/1--�2 1/2 - N/A(BOTTOM) 7'-6' TO 8'_0• »55.0 -720--_.N/A v. N/�. 3' 1" 1 (BOTTOM) 17'-6' TO 8.-e• •NVYIAI a aCSIWL YIN. PMQ {s¢>YL'IIan6) e"Ote PI/a�101 I tONtrIRN •550. Ka e-a' r J/r u•alea SEE 41 IS FOR MICNDRS TYPE k SPACING iD8 NSTALU71016 INTO eIDDD AAg eUEDIND. YVMAN ANCMOP SPACINGS AND YNYtN Ei)aE aSTANCf AlIF •NoaATiL, ON Ms SC,EWii, FDA ED LESS nYN eQ1fAiED OM 5(MOAE Pmti[[ AMCr,ON SPACING for WLTIPLn.G SPACLI,D SHOWN ON SCHEDULE IT THE rOLOeNG FACTORS r9p 1Ms OPEMiMIN ,° K POSS,at. PEDIAZp SPNldlf OBTAwO USING FACTOR 9MM1 NOT BE LESS MAIN ,MAWA1 SPACING NOIurtO raR EACH ,NYCHIOI, TAPE At A/NCHIORa LEaam. NOW TMF 1HO ,/a'• ,N'• ICJ+•. ,h'• rArooN o w-aeP PAWEA4LAn "''ooL1O[cvR-w w non arraNc EeI.I PMgq,APn 2-•.•h /k) "Ai lo.ar few (M) J I/3 IaK EL a OENO.i NLIeR J• ,.W Ia0 - I.m U ! Orr `N•�E4 A. TIL[I +� _ No. 44167 '. * '. CODE INSTALLATION Ani 10 CLASS- 1. GIASS. 112' MAN DIRECT 21 Al ANION MUM ALTERMIMMIN DIRECT MOUNT G INSTALLATION DIRECT MOUNT N WOOD PANEL DETAILS FOR REGULAR PANELS:;�) & �tA INTO EXISTING WOOD STRUCTURES 1�� l i 1 _ {'H 10 PANE1WrE PLUS TI+-IO PMIELWt[ PLUS f,4-,0 P ELM.Ti PLUS • 6 ,/.' OC w/ , 7/e' O 6 ,/<' OG w/ t T/e• -. O 6 , THREADED PENETRATION 10 THREADED PFNETMTK)N TO WOOp nEApEp � THREADED Pf�LMT10N 10 C%ISnNG WOOD HE110[R ;"--T---� ExlsnNc WOOD NCAOER aEOUNiED ExISTINC WOOD HEADER I I i EVON SRD • j '. I I , [MR. s,w a I ewG NUT 2• !a' O.0 -, 2• { ,1Ofr S,m e R RaHEADER � r,'000 HEADER OC pE0U18F.0 i $I SCEtIutL DN I I SCF SCLEASE DM YL 50®ULE ON . s+[Er a � vEET e 1 5b.. PANEL IfNGTh � Ma.. PANEL LENGM Na. PAAI3, LENGTIL 1 L/ir-}eXl• eS I (SFI' NOTE 1) I YJ•'•-NJ*,' S5. ' I (SFF NOTE ,) /A•• eon• 3.5 I (SEE MOTT ,) I S w/ >/e^• 1 S. R/ T � � Ev[wr o+FnAP l I ]r' IHPND M.n• 7 I _ � �' Jl IKJr. QCIRAP f• � 501E � """ ' I:j'MAN-3ICJI! Wxd'wi rASMR .NANO HLJt • 1 Tny • S/y r0 � - 1EYFJF s1La • EO I • At I/r• Oa. EO -1 A 4wcIll• ;et/+' 2'.i WOOD ANTE z'«' WOO" PATE 2'.i WOOD PLATE � I u.�Tl°IPGEAOE� 1/2• REWIRED I C1.-,0 PANELYAIE PLUS REOUIRCD � REWWEtl PENETRATION At i r'irnliEA'DJEo P°EMETAATION e' I us7Mon+ GF PLATE ` MIO WIDTH OF PLATE � L' 0 C. //sAccEREO w/ I 1PfNCTRAnON 1 1 - AT MIOW!QTN OF PULE _ - WILE !/n-,• SCALE J/M I' SCALE J/e-I' NOTES: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W h IOW ONLY VALID FOR stt1NNN11/,lYl PANIEL'S LFNGTHAUPDTO DESIGN `LOADS UP TO +43.8. -AH.O D-5.1. AND TICL/l9ry 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN 1a �' ••' •' g P: LENS •'•'9 FLOE N0. 2. w/ SPECIFIC bENSITT' OF D.SS OR EQUAL_ \� f FLORIDA BUILDING CODE (High Velocity Hurricane Zona No FOR M ,ruTHON or sFcnDNs: = No. F61- '20GAGEGALVANIZEDSTEELSTatM P TOPhBOTTOMMOUNTINGSCANBECOMBINEDINANYWAYTO5Uf!ANY ST �,--`_�`GLOBAL PROTECTION PRODUCTS, LAC.INSTALLATION �F/�TIECOONOOL .am sw s, sIRE[T �'''EE,;'SSl r • • i.� � TLlTNe • EYaNmww n•n.Nr . ( aAMr, n JS11. .. se .L r a, .Pew rAI••a n n,«I ,.Inc es•pee -TS.S. TAX (rd•)eeY-en7 20- i 76 'YNNNI TIN CAL c�srAh/eGNAruPE/aR G-ae6),e ,wL,E]• A /Wf Jr.. PC RQl U w M ••,eT`OW 717 INSTALLATION PAT, LOCATION ST Az . CL co CIO -Co i DETAILS FOR OPTION �► 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,,. � uc steEMs • .• D.t w/ INTO EXISTING WOOD STRUCTURES 1 Mln Tlw[ADE,1 PEJIETMI,pM _ //22 R t0'EnSING WOOD HUGE I rl I i I I I EO I EQN _ Eo' f I E0) I EON wocD •tADEP - RfOHwm ,' S 1 I i +LIDO MUO[M MRc~NUT i LYnr. -!4- -i1H STUD . ,r vY oc ALTERNATIVE 1 ALTERNATIVE 2 , ,ro. r/MiD'•,�J'�vE�[oENur. F (INS) (5[F'1 1� I oE7 1/T 4) I }75 -r• ` I _ I , OWN Ma'ET ,': I I 1 yp I FOi r0 T � I I f \ w00' PUTT I wouw[c I I \ tPY ALTERNATIVE 3 ALTERNATIVE 4 J REOJRD 1 ,/•i l.'C. xRLTrs • 6' OC w/ , 1/2' �.. YW. TMIFIDm PF1NETrMTgN OR LdF BRASS &J9MYG M/ /.••-'°''' ss MS. fill °• °` DR ALTERNATIVE WOOD FRAME CONDITIONS IBc ANCHOR S t/+'•-TO PAN[LWT[ /El,ALE I) M PANEIMITE R15 • r O.0 r// , 1/2' YM LONE Sn• - ,. 1FKE/1MD PEW.TMTNSN rG EY75iwG WOOD ANTE NOl[ SMUfTLA ,R.CXS NOT SHIO"N rIIR CLNVn NmN,N WALL MOUNTING INSTALLATION ,r�'ttRA:TIL��t ALTERNATIVE 1W \GENSf'�9�9, 7 = FLORIDA BUILDING CODE Nigh Velocity Hurr)tane Zone) - � PmaO m,em. ,.c. rs• * �, 's 20 GAGE GALVANIZED STEEL STORM PANEL , Ns1AL:A„ors ARE DNLT vALm FOR euLawcs Ant, AS tlrs'u LDAos w to :.IO•., EOF ��s5, -T..O PM AND PANEL'S lf1NOTn w TO e'-e• %''9O •., FL R10p,:`�i6�'---• .�'., ,�' � )GLOBAL PROTECTION PRODUCTS, LLC. z iGl NEW wom FRAME Clk<SIRUCTAN waLJo NEARER'_ TC BE SOUTHERN .,'`F„"E C O INC. �; .am SING s, SHEET °� PANE NP x. wf sPttRt xNsrr.' Of oft DR oR EQUAL . SSI 'A�-ET•` T`aLJ>; �mRa a nw�ulNo coo. my' Gwa. R svt. '"r'rFNlll ,111N•N�f m e[fnA �3Nw PtIDLC. (R6.RMR-TS.s. rAy. (MILLI-aAT 20-176 •n... {FIN) n~. r- Isr n,-, _ PE EM/sFBHMTJAE/IMR CA-OmB71p � "° 1ML2R A MiR A. P.[. Y I._Ly CIO Co 0 N N U L Q O O O O 0 � O v_' V/ Q z z W JCn Q� N _� 0 U O U � LLJ Q Z Z Q J SHEET NO. SH 1.1 LOCATION I �•I I i STUDS OVERY OVERLAP 21 •OC TO HOLD PANEL j 1 II I ALTERNATE STUDS o EVERY ovEwIAP t 12 I 0. C. I (TO HOD PANEL 5/9' Y.. (CASE V ' � ]' A. CASE p - I I0I Ojl NIII \ T L _! I / .J+• SCHEDUL E /I SC'ESET /1I `'INTERIOR PANEL \--END PANEL FOR [Iwi -- t-OR MP.. L--3• - OR DIRECT MOUNT 44C� ANCHOR SPACING SPACING •-3. MIA, DETAIL 1 : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) SEAL£ 3/1e' - (- MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT:& FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES L1.__Alillfi ANAL. NW-C-CONOIinyJs_TOC t. BOITQM IL L.D- -..3 122_• AL _ AT FNI ( AT ENO PANEL �'--I 1. +-F- Oso N ' ,/4• SEE SEE - INTERIOR PANEL \- CW PANEL ® Off EI - SCHEDULE BGMFIIULE - / /2 FOR -- /2 F(N{ - J' M.4 ANCHOR 'Al ANCHOR SPACING SPADING DETAIL 2 FLOOR _ MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALEJ S/Ie' - I' MAXIMUM A.S.D. DESIGN PRESSURE RL{jIN s t) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE =APPUCABiL ONLY TQ.jEDT10NS__L eTL....i10)CA7Etl EfAi ul'E SAFETY SE�PLILi[L ST.ST�L.QN SHEET 11. YAXIIRN AS.0. LA^COII C iN-ptP CAU-PI AAIElYJR rTlMNF a IMEIJLVC RUS �rABli fi D{S[Ai T SEC,Ik•S 1 a .LAIWUY P.W. PRESSJrIE TD CONLroRETEl 10 [DN[°RE'R ro t TEE m I�� tOl9NR1pN IFIgiH 1' (n.1 RATIO {•.. A,, : ETE ancX rptRETE OJKX GOICRfR 0<0[K CONCMfR BLOCK CONCRETE I BL➢CM OF ilE4 e' N/A N/A N/A 6' N/A 6' k 2 (TOP) +55.0. -72.0 9' 7' 9' � 9' 9- 9' 9'- B" t (BOttON) 5'-0' IXJ LE55 6• N/A N/A N/A E. t CAI 1 (TOP) 9' S• 9' 6• 9• 7 T/Z" 9' 9' 9' 9' 1 (t101T0Y) 6• I N/A N/A e• N/A 6' MIA I A 2 (TOP) +550 -720•7'-6' 70 B'-B• 9• 6" 6' fi' 6' 6- I (BOTTOM) SG!LiD.>i-i-1. �1N._iLCt4RJaDstNIS�'1�IDS5_At1�II97d�i._LO._-_�_l:Z WA CONCRETE cowom , LAAIINJM ASa !STUD • !n' Y- TINY TOP u AHIoIt> -CASE r (s,la • s• ,.. rwI rn v YCLI> APPLICABLE TO DESIGN iAPCON - _ SECTIONS N k MAXIMUM PANEL PRESSURE TO TO TO 0 Y COMBINATIO LENGTH •L• (ft.) PATRNc ,,AT • [ OF THEY +49.2 -61.5 }• }• ° 1/2' 4 1/2' 2 IBOTFOM) %'-6. OR LESS .52 H -66.0 }' 3' 4' +- 2 (BOTTOM) 7'- 6, OR LESS +550 -72.0 2 1/2' 7 1/2"-- �'-�---- J 1/1' 2 (BOTTOM) 7'-6' ON LESS +55.0 -71.D 1 I/1--�2 1/2 - N/A(BOTTOM) 7'-6' TO 8'_0• »55.0 -720--_.N/A v. N/�. 3' 1" 1 (BOTTOM) 17'-6' TO 8.-e• •NVYIAI a aCSIWL YIN. PMQ {s¢>YL'IIan6) e"Ote PI/a�101 I tONtrIRN •550. Ka e-a' r J/r u•alea SEE 41 IS FOR MICNDRS TYPE k SPACING iD8 NSTALU71016 INTO eIDDD AAg eUEDIND. YVMAN ANCMOP SPACINGS AND YNYtN Ei)aE aSTANCf AlIF •NoaATiL, ON Ms SC,EWii, FDA ED LESS nYN eQ1fAiED OM 5(MOAE Pmti[[ AMCr,ON SPACING for WLTIPLn.G SPACLI,D SHOWN ON SCHEDULE IT THE rOLOeNG FACTORS r9p 1Ms OPEMiMIN ,° K POSS,at. PEDIAZp SPNldlf OBTAwO USING FACTOR 9MM1 NOT BE LESS MAIN ,MAWA1 SPACING NOIurtO raR EACH ,NYCHIOI, TAPE At A/NCHIORa LEaam. NOW TMF 1HO ,/a'• ,N'• ICJ+•. ,h'• rArooN o w-aeP PAWEA4LAn "''ooL1O[cvR-w w non arraNc EeI.I PMgq,APn 2-•.•h /k) "Ai lo.ar few (M) J I/3 IaK EL a OENO.i NLIeR J• ,.W Ia0 - I.m U ! Orr `N•�E4 A. TIL[I +� _ No. 44167 '. * '. CODE INSTALLATION Ani 10 CLASS- 1. GIASS. 112' MAN DIRECT 21 Al ANION MUM ALTERMIMMIN DIRECT MOUNT G INSTALLATION DIRECT MOUNT N WOOD PANEL DETAILS FOR REGULAR PANELS:;�) & �tA INTO EXISTING WOOD STRUCTURES 1�� l i 1 _ {'H 10 PANE1WrE PLUS TI+-IO PMIELWt[ PLUS f,4-,0 P ELM.Ti PLUS • 6 ,/.' OC w/ , 7/e' O 6 ,/<' OG w/ t T/e• -. O 6 , THREADED PENETRATION 10 THREADED PFNETMTK)N TO WOOp nEApEp � THREADED Pf�LMT10N 10 C%ISnNG WOOD HE110[R ;"--T---� ExlsnNc WOOD NCAOER aEOUNiED ExISTINC WOOD HEADER I I i EVON SRD • j '. I I , [MR. s,w a I ewG NUT 2• !a' O.0 -, 2• { ,1Ofr S,m e R RaHEADER � r,'000 HEADER OC pE0U18F.0 i $I SCEtIutL DN I I SCF SCLEASE DM YL 50®ULE ON . s+[Er a � vEET e 1 5b.. PANEL IfNGTh � Ma.. PANEL LENGM Na. PAAI3, LENGTIL 1 L/ir-}eXl• eS I (SFI' NOTE 1) I YJ•'•-NJ*,' S5. ' I (SFF NOTE ,) /A•• eon• 3.5 I (SEE MOTT ,) I S w/ >/e^• 1 S. R/ T � � Ev[wr o+FnAP l I ]r' IHPND M.n• 7 I _ � �' Jl IKJr. QCIRAP f• � 501E � """ ' I:j'MAN-3ICJI! Wxd'wi rASMR .NANO HLJt • 1 Tny • S/y r0 � - 1EYFJF s1La • EO I • At I/r• Oa. EO -1 A 4wcIll• ;et/+' 2'.i WOOD ANTE z'«' WOO" PATE 2'.i WOOD PLATE � I u.�Tl°IPGEAOE� 1/2• REWIRED I C1.-,0 PANELYAIE PLUS REOUIRCD � REWWEtl PENETRATION At i r'irnliEA'DJEo P°EMETAATION e' I us7Mon+ GF PLATE ` MIO WIDTH OF PLATE � L' 0 C. //sAccEREO w/ I 1PfNCTRAnON 1 1 - AT MIOW!QTN OF PULE _ - WILE !/n-,• SCALE J/M I' SCALE J/e-I' NOTES: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W h IOW ONLY VALID FOR stt1NNN11/,lYl PANIEL'S LFNGTHAUPDTO DESIGN `LOADS UP TO +43.8. -AH.O D-5.1. AND TICL/l9ry 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN 1a �' ••' •' g P: LENS •'•'9 FLOE N0. 2. w/ SPECIFIC bENSITT' OF D.SS OR EQUAL_ \� f FLORIDA BUILDING CODE (High Velocity Hurricane Zona No FOR M ,ruTHON or sFcnDNs: = No. F61- '20GAGEGALVANIZEDSTEELSTatM P TOPhBOTTOMMOUNTINGSCANBECOMBINEDINANYWAYTO5Uf!ANY ST �,--`_�`GLOBAL PROTECTION PRODUCTS, LAC.INSTALLATION �F/�TIECOONOOL .am sw s, sIRE[T �'''EE,;'SSl r • • i.� � TLlTNe • EYaNmww n•n.Nr . ( aAMr, n JS11. .. se .L r a, .Pew rAI••a n n,«I ,.Inc es•pee -TS.S. TAX (rd•)eeY-en7 20- i 76 'YNNNI TIN CAL c�srAh/eGNAruPE/aR G-ae6),e ,wL,E]• A /Wf Jr.. PC RQl U w M ••,eT`OW 717 INSTALLATION PAT, LOCATION ST Az . CL co CIO -Co i DETAILS FOR OPTION �► 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,,. � uc steEMs • .• D.t w/ INTO EXISTING WOOD STRUCTURES 1 Mln Tlw[ADE,1 PEJIETMI,pM _ //22 R t0'EnSING WOOD HUGE I rl I i I I I EO I EQN _ Eo' f I E0) I EON wocD •tADEP - RfOHwm ,' S 1 I i +LIDO MUO[M MRc~NUT i LYnr. -!4- -i1H STUD . ,r vY oc ALTERNATIVE 1 ALTERNATIVE 2 , ,ro. r/MiD'•,�J'�vE�[oENur. F (INS) (5[F'1 1� I oE7 1/T 4) I }75 -r• ` I _ I , OWN Ma'ET ,': I I 1 yp I FOi r0 T � I I f \ w00' PUTT I wouw[c I I \ tPY ALTERNATIVE 3 ALTERNATIVE 4 J REOJRD 1 ,/•i l.'C. xRLTrs • 6' OC w/ , 1/2' �.. YW. TMIFIDm PF1NETrMTgN OR LdF BRASS &J9MYG M/ /.••-'°''' ss MS. fill °• °` DR ALTERNATIVE WOOD FRAME CONDITIONS IBc ANCHOR S t/+'•-TO PAN[LWT[ /El,ALE I) M PANEIMITE R15 • r O.0 r// , 1/2' YM LONE Sn• - ,. 1FKE/1MD PEW.TMTNSN rG EY75iwG WOOD ANTE NOl[ SMUfTLA ,R.CXS NOT SHIO"N rIIR CLNVn NmN,N WALL MOUNTING INSTALLATION ,r�'ttRA:TIL��t ALTERNATIVE 1W \GENSf'�9�9, 7 = FLORIDA BUILDING CODE Nigh Velocity Hurr)tane Zone) - � PmaO m,em. ,.c. rs• * �, 's 20 GAGE GALVANIZED STEEL STORM PANEL , Ns1AL:A„ors ARE DNLT vALm FOR euLawcs Ant, AS tlrs'u LDAos w to :.IO•., EOF ��s5, -T..O PM AND PANEL'S lf1NOTn w TO e'-e• %''9O •., FL R10p,:`�i6�'---• .�'., ,�' � )GLOBAL PROTECTION PRODUCTS, LLC. z iGl NEW wom FRAME Clk<SIRUCTAN waLJo NEARER'_ TC BE SOUTHERN .,'`F„"E C O INC. �; .am SING s, SHEET °� PANE NP x. wf sPttRt xNsrr.' Of oft DR oR EQUAL . SSI 'A�-ET•` T`aLJ>; �mRa a nw�ulNo coo. my' Gwa. R svt. '"r'rFNlll ,111N•N�f m e[fnA �3Nw PtIDLC. (R6.RMR-TS.s. rAy. (MILLI-aAT 20-176 •n... {FIN) n~. r- Isr n,-, _ PE EM/sFBHMTJAE/IMR CA-OmB71p � "° 1ML2R A MiR A. P.[. Y I._Ly CIO Co 0 N N U L Q O O O O 0 � O v_' V/ Q z z W JCn Q� N _� 0 U O U � LLJ Q Z Z Q J SHEET NO. SH 1.1 LOCATION ' ,/4• SEE SEE - INTERIOR PANEL \- CW PANEL ® Off EI - SCHEDULE BGMFIIULE - / /2 FOR -- /2 F(N{ - J' M.4 ANCHOR 'Al ANCHOR SPACING SPADING DETAIL 2 FLOOR _ MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALEJ S/Ie' - I' MAXIMUM A.S.D. DESIGN PRESSURE RL{jIN s t) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE =APPUCABiL ONLY TQ.jEDT10NS__L eTL....i10)CA7Etl EfAi ul'E SAFETY SE�PLILi[L ST.ST�L.QN SHEET 11. YAXIIRN AS.0. LA^COII C iN-ptP CAU-PI AAIElYJR rTlMNF a IMEIJLVC RUS �rABli fi D{S[Ai T SEC,Ik•S 1 a .LAIWUY P.W. PRESSJrIE TD CONLroRETEl 10 [DN[°RE'R ro t TEE m I�� tOl9NR1pN IFIgiH 1' (n.1 RATIO {•.. A,, : ETE ancX rptRETE OJKX GOICRfR 0<0[K CONCMfR BLOCK CONCRETE I BL➢CM OF ilE4 e' N/A N/A N/A 6' N/A 6' k 2 (TOP) +55.0. -72.0 9' 7' 9' � 9' 9- 9' 9'- B" t (BOttON) 5'-0' IXJ LE55 6• N/A N/A N/A E. t CAI 1 (TOP) 9' S• 9' 6• 9• 7 T/Z" 9' 9' 9' 9' 1 (t101T0Y) 6• I N/A N/A e• N/A 6' MIA I A 2 (TOP) +550 -720•7'-6' 70 B'-B• 9• 6" 6' fi' 6' 6- I (BOTTOM) SG!LiD.>i-i-1. �1N._iLCt4RJaDstNIS�'1�IDS5_At1�II97d�i._LO._-_�_l:Z WA CONCRETE cowom , LAAIINJM ASa !STUD • !n' Y- TINY TOP u AHIoIt> -CASE r (s,la • s• ,.. rwI rn v YCLI> APPLICABLE TO DESIGN iAPCON - _ SECTIONS N k MAXIMUM PANEL PRESSURE TO TO TO 0 Y COMBINATIO LENGTH •L• (ft.) PATRNc ,,AT • [ OF THEY +49.2 -61.5 }• }• ° 1/2' 4 1/2' 2 IBOTFOM) %'-6. OR LESS .52 H -66.0 }' 3' 4' +- 2 (BOTTOM) 7'- 6, OR LESS +550 -72.0 2 1/2' 7 1/2"-- �'-�---- J 1/1' 2 (BOTTOM) 7'-6' ON LESS +55.0 -71.D 1 I/1--�2 1/2 - N/A(BOTTOM) 7'-6' TO 8'_0• »55.0 -720--_.N/A v. N/�. 3' 1" 1 (BOTTOM) 17'-6' TO 8.-e• •NVYIAI a aCSIWL YIN. PMQ {s¢>YL'IIan6) e"Ote PI/a�101 I tONtrIRN •550. Ka e-a' r J/r u•alea SEE 41 IS FOR MICNDRS TYPE k SPACING iD8 NSTALU71016 INTO eIDDD AAg eUEDIND. YVMAN ANCMOP SPACINGS AND YNYtN Ei)aE aSTANCf AlIF •NoaATiL, ON Ms SC,EWii, FDA ED LESS nYN eQ1fAiED OM 5(MOAE Pmti[[ AMCr,ON SPACING for WLTIPLn.G SPACLI,D SHOWN ON SCHEDULE IT THE rOLOeNG FACTORS r9p 1Ms OPEMiMIN ,° K POSS,at. PEDIAZp SPNldlf OBTAwO USING FACTOR 9MM1 NOT BE LESS MAIN ,MAWA1 SPACING NOIurtO raR EACH ,NYCHIOI, TAPE At A/NCHIORa LEaam. NOW TMF 1HO ,/a'• ,N'• ICJ+•. ,h'• rArooN o w-aeP PAWEA4LAn "''ooL1O[cvR-w w non arraNc EeI.I PMgq,APn 2-•.•h /k) "Ai lo.ar few (M) J I/3 IaK EL a OENO.i NLIeR J• ,.W Ia0 - I.m U ! Orr `N•�E4 A. TIL[I +� _ No. 44167 '. * '. CODE INSTALLATION Ani 10 CLASS- 1. GIASS. 112' MAN DIRECT 21 Al ANION MUM ALTERMIMMIN DIRECT MOUNT G INSTALLATION DIRECT MOUNT N WOOD PANEL DETAILS FOR REGULAR PANELS:;�) & �tA INTO EXISTING WOOD STRUCTURES 1�� l i 1 _ {'H 10 PANE1WrE PLUS TI+-IO PMIELWt[ PLUS f,4-,0 P ELM.Ti PLUS • 6 ,/.' OC w/ , 7/e' O 6 ,/<' OG w/ t T/e• -. O 6 , THREADED PENETRATION 10 THREADED PFNETMTK)N TO WOOp nEApEp � THREADED Pf�LMT10N 10 C%ISnNG WOOD HE110[R ;"--T---� ExlsnNc WOOD NCAOER aEOUNiED ExISTINC WOOD HEADER I I i EVON SRD • j '. I I , [MR. s,w a I ewG NUT 2• !a' O.0 -, 2• { ,1Ofr S,m e R RaHEADER � r,'000 HEADER OC pE0U18F.0 i $I SCEtIutL DN I I SCF SCLEASE DM YL 50®ULE ON . s+[Er a � vEET e 1 5b.. PANEL IfNGTh � Ma.. PANEL LENGM Na. PAAI3, LENGTIL 1 L/ir-}eXl• eS I (SFI' NOTE 1) I YJ•'•-NJ*,' S5. ' I (SFF NOTE ,) /A•• eon• 3.5 I (SEE MOTT ,) I S w/ >/e^• 1 S. R/ T � � Ev[wr o+FnAP l I ]r' IHPND M.n• 7 I _ � �' Jl IKJr. QCIRAP f• � 501E � """ ' I:j'MAN-3ICJI! Wxd'wi rASMR .NANO HLJt • 1 Tny • S/y r0 � - 1EYFJF s1La • EO I • At I/r• Oa. EO -1 A 4wcIll• ;et/+' 2'.i WOOD ANTE z'«' WOO" PATE 2'.i WOOD PLATE � I u.�Tl°IPGEAOE� 1/2• REWIRED I C1.-,0 PANELYAIE PLUS REOUIRCD � REWWEtl PENETRATION At i r'irnliEA'DJEo P°EMETAATION e' I us7Mon+ GF PLATE ` MIO WIDTH OF PLATE � L' 0 C. //sAccEREO w/ I 1PfNCTRAnON 1 1 - AT MIOW!QTN OF PULE _ - WILE !/n-,• SCALE J/M I' SCALE J/e-I' NOTES: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W h IOW ONLY VALID FOR stt1NNN11/,lYl PANIEL'S LFNGTHAUPDTO DESIGN `LOADS UP TO +43.8. -AH.O D-5.1. AND TICL/l9ry 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN 1a �' ••' •' g P: LENS •'•'9 FLOE N0. 2. w/ SPECIFIC bENSITT' OF D.SS OR EQUAL_ \� f FLORIDA BUILDING CODE (High Velocity Hurricane Zona No FOR M ,ruTHON or sFcnDNs: = No. F61- '20GAGEGALVANIZEDSTEELSTatM P TOPhBOTTOMMOUNTINGSCANBECOMBINEDINANYWAYTO5Uf!ANY ST �,--`_�`GLOBAL PROTECTION PRODUCTS, LAC.INSTALLATION �F/�TIECOONOOL .am sw s, sIRE[T �'''EE,;'SSl r • • i.� � TLlTNe • EYaNmww n•n.Nr . ( aAMr, n JS11. .. se .L r a, .Pew rAI••a n n,«I ,.Inc es•pee -TS.S. TAX (rd•)eeY-en7 20- i 76 'YNNNI TIN CAL c�srAh/eGNAruPE/aR G-ae6),e ,wL,E]• A /Wf Jr.. PC RQl U w M ••,eT`OW 717 INSTALLATION PAT, LOCATION ST Az . CL co CIO -Co i DETAILS FOR OPTION �► 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,,. � uc steEMs • .• D.t w/ INTO EXISTING WOOD STRUCTURES 1 Mln Tlw[ADE,1 PEJIETMI,pM _ //22 R t0'EnSING WOOD HUGE I rl I i I I I EO I EQN _ Eo' f I E0) I EON wocD •tADEP - RfOHwm ,' S 1 I i +LIDO MUO[M MRc~NUT i LYnr. -!4- -i1H STUD . ,r vY oc ALTERNATIVE 1 ALTERNATIVE 2 , ,ro. r/MiD'•,�J'�vE�[oENur. F (INS) (5[F'1 1� I oE7 1/T 4) I }75 -r• ` I _ I , OWN Ma'ET ,': I I 1 yp I FOi r0 T � I I f \ w00' PUTT I wouw[c I I \ tPY ALTERNATIVE 3 ALTERNATIVE 4 J REOJRD 1 ,/•i l.'C. xRLTrs • 6' OC w/ , 1/2' �.. YW. TMIFIDm PF1NETrMTgN OR LdF BRASS &J9MYG M/ /.••-'°''' ss MS. fill °• °` DR ALTERNATIVE WOOD FRAME CONDITIONS IBc ANCHOR S t/+'•-TO PAN[LWT[ /El,ALE I) M PANEIMITE R15 • r O.0 r// , 1/2' YM LONE Sn• - ,. 1FKE/1MD PEW.TMTNSN rG EY75iwG WOOD ANTE NOl[ SMUfTLA ,R.CXS NOT SHIO"N rIIR CLNVn NmN,N WALL MOUNTING INSTALLATION ,r�'ttRA:TIL��t ALTERNATIVE 1W \GENSf'�9�9, 7 = FLORIDA BUILDING CODE Nigh Velocity Hurr)tane Zone) - � PmaO m,em. ,.c. rs• * �, 's 20 GAGE GALVANIZED STEEL STORM PANEL , Ns1AL:A„ors ARE DNLT vALm FOR euLawcs Ant, AS tlrs'u LDAos w to :.IO•., EOF ��s5, -T..O PM AND PANEL'S lf1NOTn w TO e'-e• %''9O •., FL R10p,:`�i6�'---• .�'., ,�' � )GLOBAL PROTECTION PRODUCTS, LLC. z iGl NEW wom FRAME Clk<SIRUCTAN waLJo NEARER'_ TC BE SOUTHERN .,'`F„"E C O INC. �; .am SING s, SHEET °� PANE NP x. wf sPttRt xNsrr.' Of oft DR oR EQUAL . SSI 'A�-ET•` T`aLJ>; �mRa a nw�ulNo coo. my' Gwa. R svt. '"r'rFNlll ,111N•N�f m e[fnA �3Nw PtIDLC. (R6.RMR-TS.s. rAy. (MILLI-aAT 20-176 •n... {FIN) n~. r- Isr n,-, _ PE EM/sFBHMTJAE/IMR CA-OmB71p � "° 1ML2R A MiR A. P.[. Y I._Ly CIO Co 0 N N U L Q O O O O 0 � O v_' V/ Q z z W JCn Q� N _� 0 U O U � LLJ Q Z Z Q J SHEET NO. SH 1.1 LOCATION SG!LiD.>i-i-1. �1N._iLCt4RJaDstNIS�'1�IDS5_At1�II97d�i._LO._-_�_l:Z WA CONCRETE cowom , LAAIINJM ASa !STUD • !n' Y- TINY TOP u AHIoIt> -CASE r (s,la • s• ,.. rwI rn v YCLI> APPLICABLE TO DESIGN iAPCON - _ SECTIONS N k MAXIMUM PANEL PRESSURE TO TO TO 0 Y COMBINATIO LENGTH •L• (ft.) PATRNc ,,AT • [ OF THEY +49.2 -61.5 }• }• ° 1/2' 4 1/2' 2 IBOTFOM) %'-6. OR LESS .52 H -66.0 }' 3' 4' +- 2 (BOTTOM) 7'- 6, OR LESS +550 -72.0 2 1/2' 7 1/2"-- �'-�---- J 1/1' 2 (BOTTOM) 7'-6' ON LESS +55.0 -71.D 1 I/1--�2 1/2 - N/A(BOTTOM) 7'-6' TO 8'_0• »55.0 -720--_.N/A v. N/�. 3' 1" 1 (BOTTOM) 17'-6' TO 8.-e• •NVYIAI a aCSIWL YIN. PMQ {s¢>YL'IIan6) e"Ote PI/a�101 I tONtrIRN •550. Ka e-a' r J/r u•alea SEE 41 IS FOR MICNDRS TYPE k SPACING iD8 NSTALU71016 INTO eIDDD AAg eUEDIND. YVMAN ANCMOP SPACINGS AND YNYtN Ei)aE aSTANCf AlIF •NoaATiL, ON Ms SC,EWii, FDA ED LESS nYN eQ1fAiED OM 5(MOAE Pmti[[ AMCr,ON SPACING for WLTIPLn.G SPACLI,D SHOWN ON SCHEDULE IT THE rOLOeNG FACTORS r9p 1Ms OPEMiMIN ,° K POSS,at. PEDIAZp SPNldlf OBTAwO USING FACTOR 9MM1 NOT BE LESS MAIN ,MAWA1 SPACING NOIurtO raR EACH ,NYCHIOI, TAPE At A/NCHIORa LEaam. NOW TMF 1HO ,/a'• ,N'• ICJ+•. ,h'• rArooN o w-aeP PAWEA4LAn "''ooL1O[cvR-w w non arraNc EeI.I PMgq,APn 2-•.•h /k) "Ai lo.ar few (M) J I/3 IaK EL a OENO.i NLIeR J• ,.W Ia0 - I.m U ! Orr `N•�E4 A. TIL[I +� _ No. 44167 '. * '. CODE INSTALLATION Ani 10 CLASS- 1. GIASS. 112' MAN DIRECT 21 Al ANION MUM ALTERMIMMIN DIRECT MOUNT G INSTALLATION DIRECT MOUNT N WOOD PANEL DETAILS FOR REGULAR PANELS:;�) & �tA INTO EXISTING WOOD STRUCTURES 1�� l i 1 _ {'H 10 PANE1WrE PLUS TI+-IO PMIELWt[ PLUS f,4-,0 P ELM.Ti PLUS • 6 ,/.' OC w/ , 7/e' O 6 ,/<' OG w/ t T/e• -. O 6 , THREADED PENETRATION 10 THREADED PFNETMTK)N TO WOOp nEApEp � THREADED Pf�LMT10N 10 C%ISnNG WOOD HE110[R ;"--T---� ExlsnNc WOOD NCAOER aEOUNiED ExISTINC WOOD HEADER I I i EVON SRD • j '. I I , [MR. s,w a I ewG NUT 2• !a' O.0 -, 2• { ,1Ofr S,m e R RaHEADER � r,'000 HEADER OC pE0U18F.0 i $I SCEtIutL DN I I SCF SCLEASE DM YL 50®ULE ON . s+[Er a � vEET e 1 5b.. PANEL IfNGTh � Ma.. PANEL LENGM Na. PAAI3, LENGTIL 1 L/ir-}eXl• eS I (SFI' NOTE 1) I YJ•'•-NJ*,' S5. ' I (SFF NOTE ,) /A•• eon• 3.5 I (SEE MOTT ,) I S w/ >/e^• 1 S. R/ T � � Ev[wr o+FnAP l I ]r' IHPND M.n• 7 I _ � �' Jl IKJr. QCIRAP f• � 501E � """ ' I:j'MAN-3ICJI! Wxd'wi rASMR .NANO HLJt • 1 Tny • S/y r0 � - 1EYFJF s1La • EO I • At I/r• Oa. EO -1 A 4wcIll• ;et/+' 2'.i WOOD ANTE z'«' WOO" PATE 2'.i WOOD PLATE � I u.�Tl°IPGEAOE� 1/2• REWIRED I C1.-,0 PANELYAIE PLUS REOUIRCD � REWWEtl PENETRATION At i r'irnliEA'DJEo P°EMETAATION e' I us7Mon+ GF PLATE ` MIO WIDTH OF PLATE � L' 0 C. //sAccEREO w/ I 1PfNCTRAnON 1 1 - AT MIOW!QTN OF PULE _ - WILE !/n-,• SCALE J/M I' SCALE J/e-I' NOTES: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W h IOW ONLY VALID FOR stt1NNN11/,lYl PANIEL'S LFNGTHAUPDTO DESIGN `LOADS UP TO +43.8. -AH.O D-5.1. AND TICL/l9ry 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN 1a �' ••' •' g P: LENS •'•'9 FLOE N0. 2. w/ SPECIFIC bENSITT' OF D.SS OR EQUAL_ \� f FLORIDA BUILDING CODE (High Velocity Hurricane Zona No FOR M ,ruTHON or sFcnDNs: = No. F61- '20GAGEGALVANIZEDSTEELSTatM P TOPhBOTTOMMOUNTINGSCANBECOMBINEDINANYWAYTO5Uf!ANY ST �,--`_�`GLOBAL PROTECTION PRODUCTS, LAC.INSTALLATION �F/�TIECOONOOL .am sw s, sIRE[T �'''EE,;'SSl r • • i.� � TLlTNe • EYaNmww n•n.Nr . ( aAMr, n JS11. .. se .L r a, .Pew rAI••a n n,«I ,.Inc es•pee -TS.S. TAX (rd•)eeY-en7 20- i 76 'YNNNI TIN CAL c�srAh/eGNAruPE/aR G-ae6),e ,wL,E]• A /Wf Jr.. PC RQl U w M ••,eT`OW 717 INSTALLATION PAT, LOCATION ST Az . CL co CIO -Co i DETAILS FOR OPTION �► 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,,. � uc steEMs • .• D.t w/ INTO EXISTING WOOD STRUCTURES 1 Mln Tlw[ADE,1 PEJIETMI,pM _ //22 R t0'EnSING WOOD HUGE I rl I i I I I EO I EQN _ Eo' f I E0) I EON wocD •tADEP - RfOHwm ,' S 1 I i +LIDO MUO[M MRc~NUT i LYnr. -!4- -i1H STUD . ,r vY oc ALTERNATIVE 1 ALTERNATIVE 2 , ,ro. r/MiD'•,�J'�vE�[oENur. F (INS) (5[F'1 1� I oE7 1/T 4) I }75 -r• ` I _ I , OWN Ma'ET ,': I I 1 yp I FOi r0 T � I I f \ w00' PUTT I wouw[c I I \ tPY ALTERNATIVE 3 ALTERNATIVE 4 J REOJRD 1 ,/•i l.'C. xRLTrs • 6' OC w/ , 1/2' �.. YW. TMIFIDm PF1NETrMTgN OR LdF BRASS &J9MYG M/ /.••-'°''' ss MS. fill °• °` DR ALTERNATIVE WOOD FRAME CONDITIONS IBc ANCHOR S t/+'•-TO PAN[LWT[ /El,ALE I) M PANEIMITE R15 • r O.0 r// , 1/2' YM LONE Sn• - ,. 1FKE/1MD PEW.TMTNSN rG EY75iwG WOOD ANTE NOl[ SMUfTLA ,R.CXS NOT SHIO"N rIIR CLNVn NmN,N WALL MOUNTING INSTALLATION ,r�'ttRA:TIL��t ALTERNATIVE 1W \GENSf'�9�9, 7 = FLORIDA BUILDING CODE Nigh Velocity Hurr)tane Zone) - � PmaO m,em. ,.c. rs• * �, 's 20 GAGE GALVANIZED STEEL STORM PANEL , Ns1AL:A„ors ARE DNLT vALm FOR euLawcs Ant, AS tlrs'u LDAos w to :.IO•., EOF ��s5, -T..O PM AND PANEL'S lf1NOTn w TO e'-e• %''9O •., FL R10p,:`�i6�'---• .�'., ,�' � )GLOBAL PROTECTION PRODUCTS, LLC. z iGl NEW wom FRAME Clk<SIRUCTAN waLJo NEARER'_ TC BE SOUTHERN .,'`F„"E C O INC. �; .am SING s, SHEET °� PANE NP x. wf sPttRt xNsrr.' Of oft DR oR EQUAL . SSI 'A�-ET•` T`aLJ>; �mRa a nw�ulNo coo. my' Gwa. R svt. '"r'rFNlll ,111N•N�f m e[fnA �3Nw PtIDLC. (R6.RMR-TS.s. rAy. (MILLI-aAT 20-176 •n... {FIN) n~. r- Isr n,-, _ PE EM/sFBHMTJAE/IMR CA-OmB71p � "° 1ML2R A MiR A. P.[. Y I._Ly CIO Co 0 N N U L Q O O O O 0 � O v_' V/ Q z z W JCn Q� N _� 0 U O U � LLJ Q Z Z Q J SHEET NO. SH 1.1 LOCATION •NVYIAI a aCSIWL YIN. PMQ {s¢>YL'IIan6) e"Ote PI/a�101 I tONtrIRN •550. Ka e-a' r J/r u•alea SEE 41 IS FOR MICNDRS TYPE k SPACING iD8 NSTALU71016 INTO eIDDD AAg eUEDIND. YVMAN ANCMOP SPACINGS AND YNYtN Ei)aE aSTANCf AlIF •NoaATiL, ON Ms SC,EWii, FDA ED LESS nYN eQ1fAiED OM 5(MOAE Pmti[[ AMCr,ON SPACING for WLTIPLn.G SPACLI,D SHOWN ON SCHEDULE IT THE rOLOeNG FACTORS r9p 1Ms OPEMiMIN ,° K POSS,at. PEDIAZp SPNldlf OBTAwO USING FACTOR 9MM1 NOT BE LESS MAIN ,MAWA1 SPACING NOIurtO raR EACH ,NYCHIOI, TAPE At A/NCHIORa LEaam. NOW TMF 1HO ,/a'• ,N'• ICJ+•. ,h'• rArooN o w-aeP PAWEA4LAn "''ooL1O[cvR-w w non arraNc EeI.I PMgq,APn 2-•.•h /k) "Ai lo.ar few (M) J I/3 IaK EL a OENO.i NLIeR J• ,.W Ia0 - I.m U ! Orr `N•�E4 A. TIL[I +� _ No. 44167 '. * '. CODE INSTALLATION Ani 10 CLASS- 1. GIASS. 112' MAN DIRECT 21 Al ANION MUM ALTERMIMMIN DIRECT MOUNT G INSTALLATION DIRECT MOUNT N WOOD PANEL DETAILS FOR REGULAR PANELS:;�) & �tA INTO EXISTING WOOD STRUCTURES 1�� l i 1 _ {'H 10 PANE1WrE PLUS TI+-IO PMIELWt[ PLUS f,4-,0 P ELM.Ti PLUS • 6 ,/.' OC w/ , 7/e' O 6 ,/<' OG w/ t T/e• -. O 6 , THREADED PENETRATION 10 THREADED PFNETMTK)N TO WOOp nEApEp � THREADED Pf�LMT10N 10 C%ISnNG WOOD HE110[R ;"--T---� ExlsnNc WOOD NCAOER aEOUNiED ExISTINC WOOD HEADER I I i EVON SRD • j '. I I , [MR. s,w a I ewG NUT 2• !a' O.0 -, 2• { ,1Ofr S,m e R RaHEADER � r,'000 HEADER OC pE0U18F.0 i $I SCEtIutL DN I I SCF SCLEASE DM YL 50®ULE ON . s+[Er a � vEET e 1 5b.. PANEL IfNGTh � Ma.. PANEL LENGM Na. PAAI3, LENGTIL 1 L/ir-}eXl• eS I (SFI' NOTE 1) I YJ•'•-NJ*,' S5. ' I (SFF NOTE ,) /A•• eon• 3.5 I (SEE MOTT ,) I S w/ >/e^• 1 S. R/ T � � Ev[wr o+FnAP l I ]r' IHPND M.n• 7 I _ � �' Jl IKJr. QCIRAP f• � 501E � """ ' I:j'MAN-3ICJI! Wxd'wi rASMR .NANO HLJt • 1 Tny • S/y r0 � - 1EYFJF s1La • EO I • At I/r• Oa. EO -1 A 4wcIll• ;et/+' 2'.i WOOD ANTE z'«' WOO" PATE 2'.i WOOD PLATE � I u.�Tl°IPGEAOE� 1/2• REWIRED I C1.-,0 PANELYAIE PLUS REOUIRCD � REWWEtl PENETRATION At i r'irnliEA'DJEo P°EMETAATION e' I us7Mon+ GF PLATE ` MIO WIDTH OF PLATE � L' 0 C. //sAccEREO w/ I 1PfNCTRAnON 1 1 - AT MIOW!QTN OF PULE _ - WILE !/n-,• SCALE J/M I' SCALE J/e-I' NOTES: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W h IOW ONLY VALID FOR stt1NNN11/,lYl PANIEL'S LFNGTHAUPDTO DESIGN `LOADS UP TO +43.8. -AH.O D-5.1. AND TICL/l9ry 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN 1a �' ••' •' g P: LENS •'•'9 FLOE N0. 2. w/ SPECIFIC bENSITT' OF D.SS OR EQUAL_ \� f FLORIDA BUILDING CODE (High Velocity Hurricane Zona No FOR M ,ruTHON or sFcnDNs: = No. F61- '20GAGEGALVANIZEDSTEELSTatM P TOPhBOTTOMMOUNTINGSCANBECOMBINEDINANYWAYTO5Uf!ANY ST �,--`_�`GLOBAL PROTECTION PRODUCTS, LAC.INSTALLATION �F/�TIECOONOOL .am sw s, sIRE[T �'''EE,;'SSl r • • i.� � TLlTNe • EYaNmww n•n.Nr . ( aAMr, n JS11. .. se .L r a, .Pew rAI••a n n,«I ,.Inc es•pee -TS.S. TAX (rd•)eeY-en7 20- i 76 'YNNNI TIN CAL c�srAh/eGNAruPE/aR G-ae6),e ,wL,E]• A /Wf Jr.. PC RQl U w M ••,eT`OW 717 INSTALLATION PAT, LOCATION ST Az . CL co CIO -Co i DETAILS FOR OPTION �► 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,,. � uc steEMs • .• D.t w/ INTO EXISTING WOOD STRUCTURES 1 Mln Tlw[ADE,1 PEJIETMI,pM _ //22 R t0'EnSING WOOD HUGE I rl I i I I I EO I EQN _ Eo' f I E0) I EON wocD •tADEP - RfOHwm ,' S 1 I i +LIDO MUO[M MRc~NUT i LYnr. -!4- -i1H STUD . ,r vY oc ALTERNATIVE 1 ALTERNATIVE 2 , ,ro. r/MiD'•,�J'�vE�[oENur. F (INS) (5[F'1 1� I oE7 1/T 4) I }75 -r• ` I _ I , OWN Ma'ET ,': I I 1 yp I FOi r0 T � I I f \ w00' PUTT I wouw[c I I \ tPY ALTERNATIVE 3 ALTERNATIVE 4 J REOJRD 1 ,/•i l.'C. xRLTrs • 6' OC w/ , 1/2' �.. YW. TMIFIDm PF1NETrMTgN OR LdF BRASS &J9MYG M/ /.••-'°''' ss MS. fill °• °` DR ALTERNATIVE WOOD FRAME CONDITIONS IBc ANCHOR S t/+'•-TO PAN[LWT[ /El,ALE I) M PANEIMITE R15 • r O.0 r// , 1/2' YM LONE Sn• - ,. 1FKE/1MD PEW.TMTNSN rG EY75iwG WOOD ANTE NOl[ SMUfTLA ,R.CXS NOT SHIO"N rIIR CLNVn NmN,N WALL MOUNTING INSTALLATION ,r�'ttRA:TIL��t ALTERNATIVE 1W \GENSf'�9�9, 7 = FLORIDA BUILDING CODE Nigh Velocity Hurr)tane Zone) - � PmaO m,em. ,.c. rs• * �, 's 20 GAGE GALVANIZED STEEL STORM PANEL , Ns1AL:A„ors ARE DNLT vALm FOR euLawcs Ant, AS tlrs'u LDAos w to :.IO•., EOF ��s5, -T..O PM AND PANEL'S lf1NOTn w TO e'-e• %''9O •., FL R10p,:`�i6�'---• .�'., ,�' � )GLOBAL PROTECTION PRODUCTS, LLC. z iGl NEW wom FRAME Clk<SIRUCTAN waLJo NEARER'_ TC BE SOUTHERN .,'`F„"E C O INC. �; .am SING s, SHEET °� PANE NP x. wf sPttRt xNsrr.' Of oft DR oR EQUAL . SSI 'A�-ET•` T`aLJ>; �mRa a nw�ulNo coo. my' Gwa. R svt. '"r'rFNlll ,111N•N�f m e[fnA �3Nw PtIDLC. (R6.RMR-TS.s. rAy. (MILLI-aAT 20-176 •n... {FIN) n~. r- Isr n,-, _ PE EM/sFBHMTJAE/IMR CA-OmB71p � "° 1ML2R A MiR A. P.[. Y I._Ly CIO Co 0 N N U L Q O O O O 0 � O v_' V/ Q z z W JCn Q� N _� 0 U O U � LLJ Q Z Z Q J SHEET NO. SH 1.1 LOCATION SEE 41 IS FOR MICNDRS TYPE k SPACING iD8 NSTALU71016 INTO eIDDD AAg eUEDIND. YVMAN ANCMOP SPACINGS AND YNYtN Ei)aE aSTANCf AlIF •NoaATiL, ON Ms SC,EWii, FDA ED LESS nYN eQ1fAiED OM 5(MOAE Pmti[[ AMCr,ON SPACING for WLTIPLn.G SPACLI,D SHOWN ON SCHEDULE IT THE rOLOeNG FACTORS r9p 1Ms OPEMiMIN ,° K POSS,at. PEDIAZp SPNldlf OBTAwO USING FACTOR 9MM1 NOT BE LESS MAIN ,MAWA1 SPACING NOIurtO raR EACH ,NYCHIOI, TAPE At A/NCHIORa LEaam. NOW TMF 1HO ,/a'• ,N'• ICJ+•. ,h'• rArooN o w-aeP PAWEA4LAn "''ooL1O[cvR-w w non arraNc EeI.I PMgq,APn 2-•.•h /k) "Ai lo.ar few (M) J I/3 IaK EL a OENO.i NLIeR J• ,.W Ia0 - I.m U ! Orr `N•�E4 A. TIL[I +� _ No. 44167 '. * '. CODE INSTALLATION Ani 10 CLASS- 1. GIASS. 112' MAN DIRECT 21 Al ANION MUM ALTERMIMMIN DIRECT MOUNT G INSTALLATION DIRECT MOUNT N WOOD PANEL DETAILS FOR REGULAR PANELS:;�) & �tA INTO EXISTING WOOD STRUCTURES 1�� l i 1 _ {'H 10 PANE1WrE PLUS TI+-IO PMIELWt[ PLUS f,4-,0 P ELM.Ti PLUS • 6 ,/.' OC w/ , 7/e' O 6 ,/<' OG w/ t T/e• -. O 6 , THREADED PENETRATION 10 THREADED PFNETMTK)N TO WOOp nEApEp � THREADED Pf�LMT10N 10 C%ISnNG WOOD HE110[R ;"--T---� ExlsnNc WOOD NCAOER aEOUNiED ExISTINC WOOD HEADER I I i EVON SRD • j '. I I , [MR. s,w a I ewG NUT 2• !a' O.0 -, 2• { ,1Ofr S,m e R RaHEADER � r,'000 HEADER OC pE0U18F.0 i $I SCEtIutL DN I I SCF SCLEASE DM YL 50®ULE ON . s+[Er a � vEET e 1 5b.. PANEL IfNGTh � Ma.. PANEL LENGM Na. PAAI3, LENGTIL 1 L/ir-}eXl• eS I (SFI' NOTE 1) I YJ•'•-NJ*,' S5. ' I (SFF NOTE ,) /A•• eon• 3.5 I (SEE MOTT ,) I S w/ >/e^• 1 S. R/ T � � Ev[wr o+FnAP l I ]r' IHPND M.n• 7 I _ � �' Jl IKJr. QCIRAP f• � 501E � """ ' I:j'MAN-3ICJI! Wxd'wi rASMR .NANO HLJt • 1 Tny • S/y r0 � - 1EYFJF s1La • EO I • At I/r• Oa. EO -1 A 4wcIll• ;et/+' 2'.i WOOD ANTE z'«' WOO" PATE 2'.i WOOD PLATE � I u.�Tl°IPGEAOE� 1/2• REWIRED I C1.-,0 PANELYAIE PLUS REOUIRCD � REWWEtl PENETRATION At i r'irnliEA'DJEo P°EMETAATION e' I us7Mon+ GF PLATE ` MIO WIDTH OF PLATE � L' 0 C. //sAccEREO w/ I 1PfNCTRAnON 1 1 - AT MIOW!QTN OF PULE _ - WILE !/n-,• SCALE J/M I' SCALE J/e-I' NOTES: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W h IOW ONLY VALID FOR stt1NNN11/,lYl PANIEL'S LFNGTHAUPDTO DESIGN `LOADS UP TO +43.8. -AH.O D-5.1. AND TICL/l9ry 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN 1a �' ••' •' g P: LENS •'•'9 FLOE N0. 2. w/ SPECIFIC bENSITT' OF D.SS OR EQUAL_ \� f FLORIDA BUILDING CODE (High Velocity Hurricane Zona No FOR M ,ruTHON or sFcnDNs: = No. F61- '20GAGEGALVANIZEDSTEELSTatM P TOPhBOTTOMMOUNTINGSCANBECOMBINEDINANYWAYTO5Uf!ANY ST �,--`_�`GLOBAL PROTECTION PRODUCTS, LAC.INSTALLATION �F/�TIECOONOOL .am sw s, sIRE[T �'''EE,;'SSl r • • i.� � TLlTNe • EYaNmww n•n.Nr . ( aAMr, n JS11. .. se .L r a, .Pew rAI••a n n,«I ,.Inc es•pee -TS.S. TAX (rd•)eeY-en7 20- i 76 'YNNNI TIN CAL c�srAh/eGNAruPE/aR G-ae6),e ,wL,E]• A /Wf Jr.. PC RQl U w M ••,eT`OW 717 INSTALLATION PAT, LOCATION ST Az . CL co CIO -Co i DETAILS FOR OPTION �► 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,,. � uc steEMs • .• D.t w/ INTO EXISTING WOOD STRUCTURES 1 Mln Tlw[ADE,1 PEJIETMI,pM _ //22 R t0'EnSING WOOD HUGE I rl I i I I I EO I EQN _ Eo' f I E0) I EON wocD •tADEP - RfOHwm ,' S 1 I i +LIDO MUO[M MRc~NUT i LYnr. -!4- -i1H STUD . ,r vY oc ALTERNATIVE 1 ALTERNATIVE 2 , ,ro. r/MiD'•,�J'�vE�[oENur. F (INS) (5[F'1 1� I oE7 1/T 4) I }75 -r• ` I _ I , OWN Ma'ET ,': I I 1 yp I FOi r0 T � I I f \ w00' PUTT I wouw[c I I \ tPY ALTERNATIVE 3 ALTERNATIVE 4 J REOJRD 1 ,/•i l.'C. xRLTrs • 6' OC w/ , 1/2' �.. YW. TMIFIDm PF1NETrMTgN OR LdF BRASS &J9MYG M/ /.••-'°''' ss MS. fill °• °` DR ALTERNATIVE WOOD FRAME CONDITIONS IBc ANCHOR S t/+'•-TO PAN[LWT[ /El,ALE I) M PANEIMITE R15 • r O.0 r// , 1/2' YM LONE Sn• - ,. 1FKE/1MD PEW.TMTNSN rG EY75iwG WOOD ANTE NOl[ SMUfTLA ,R.CXS NOT SHIO"N rIIR CLNVn NmN,N WALL MOUNTING INSTALLATION ,r�'ttRA:TIL��t ALTERNATIVE 1W \GENSf'�9�9, 7 = FLORIDA BUILDING CODE Nigh Velocity Hurr)tane Zone) - � PmaO m,em. ,.c. rs• * �, 's 20 GAGE GALVANIZED STEEL STORM PANEL , Ns1AL:A„ors ARE DNLT vALm FOR euLawcs Ant, AS tlrs'u LDAos w to :.IO•., EOF ��s5, -T..O PM AND PANEL'S lf1NOTn w TO e'-e• %''9O •., FL R10p,:`�i6�'---• .�'., ,�' � )GLOBAL PROTECTION PRODUCTS, LLC. z iGl NEW wom FRAME Clk<SIRUCTAN waLJo NEARER'_ TC BE SOUTHERN .,'`F„"E C O INC. �; .am SING s, SHEET °� PANE NP x. wf sPttRt xNsrr.' Of oft DR oR EQUAL . SSI 'A�-ET•` T`aLJ>; �mRa a nw�ulNo coo. my' Gwa. R svt. '"r'rFNlll ,111N•N�f m e[fnA �3Nw PtIDLC. (R6.RMR-TS.s. rAy. (MILLI-aAT 20-176 •n... {FIN) n~. r- Isr n,-, _ PE EM/sFBHMTJAE/IMR CA-OmB71p � "° 1ML2R A MiR A. P.[. Y I._Ly CIO Co 0 N N U L Q O O O O 0 � O v_' V/ Q z z W JCn Q� N _� 0 U O U � LLJ Q Z Z Q J SHEET NO. SH 1.1 LOCATION `N•�E4 A. TIL[I +� _ No. 44167 '. * '. CODE INSTALLATION Ani 10 CLASS- 1. GIASS. 112' MAN DIRECT 21 Al ANION MUM ALTERMIMMIN DIRECT MOUNT G INSTALLATION DIRECT MOUNT N WOOD PANEL DETAILS FOR REGULAR PANELS:;�) & �tA INTO EXISTING WOOD STRUCTURES 1�� l i 1 _ {'H 10 PANE1WrE PLUS TI+-IO PMIELWt[ PLUS f,4-,0 P ELM.Ti PLUS • 6 ,/.' OC w/ , 7/e' O 6 ,/<' OG w/ t T/e• -. O 6 , THREADED PENETRATION 10 THREADED PFNETMTK)N TO WOOp nEApEp � THREADED Pf�LMT10N 10 C%ISnNG WOOD HE110[R ;"--T---� ExlsnNc WOOD NCAOER aEOUNiED ExISTINC WOOD HEADER I I i EVON SRD • j '. I I , [MR. s,w a I ewG NUT 2• !a' O.0 -, 2• { ,1Ofr S,m e R RaHEADER � r,'000 HEADER OC pE0U18F.0 i $I SCEtIutL DN I I SCF SCLEASE DM YL 50®ULE ON . s+[Er a � vEET e 1 5b.. PANEL IfNGTh � Ma.. PANEL LENGM Na. PAAI3, LENGTIL 1 L/ir-}eXl• eS I (SFI' NOTE 1) I YJ•'•-NJ*,' S5. ' I (SFF NOTE ,) /A•• eon• 3.5 I (SEE MOTT ,) I S w/ >/e^• 1 S. R/ T � � Ev[wr o+FnAP l I ]r' IHPND M.n• 7 I _ � �' Jl IKJr. QCIRAP f• � 501E � """ ' I:j'MAN-3ICJI! Wxd'wi rASMR .NANO HLJt • 1 Tny • S/y r0 � - 1EYFJF s1La • EO I • At I/r• Oa. EO -1 A 4wcIll• ;et/+' 2'.i WOOD ANTE z'«' WOO" PATE 2'.i WOOD PLATE � I u.�Tl°IPGEAOE� 1/2• REWIRED I C1.-,0 PANELYAIE PLUS REOUIRCD � REWWEtl PENETRATION At i r'irnliEA'DJEo P°EMETAATION e' I us7Mon+ GF PLATE ` MIO WIDTH OF PLATE � L' 0 C. //sAccEREO w/ I 1PfNCTRAnON 1 1 - AT MIOW!QTN OF PULE _ - WILE !/n-,• SCALE J/M I' SCALE J/e-I' NOTES: 1. INSTALLATIONS FOR ALTERNATIVES BW. 9W h IOW ONLY VALID FOR stt1NNN11/,lYl PANIEL'S LFNGTHAUPDTO DESIGN `LOADS UP TO +43.8. -AH.O D-5.1. AND TICL/l9ry 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN 1a �' ••' •' g P: LENS •'•'9 FLOE N0. 2. w/ SPECIFIC bENSITT' OF D.SS OR EQUAL_ \� f FLORIDA BUILDING CODE (High Velocity Hurricane Zona No FOR M ,ruTHON or sFcnDNs: = No. F61- '20GAGEGALVANIZEDSTEELSTatM P TOPhBOTTOMMOUNTINGSCANBECOMBINEDINANYWAYTO5Uf!ANY ST �,--`_�`GLOBAL PROTECTION PRODUCTS, LAC.INSTALLATION �F/�TIECOONOOL .am sw s, sIRE[T �'''EE,;'SSl r • • i.� � TLlTNe • EYaNmww n•n.Nr . ( aAMr, n JS11. .. se .L r a, .Pew rAI••a n n,«I ,.Inc es•pee -TS.S. TAX (rd•)eeY-en7 20- i 76 'YNNNI TIN CAL c�srAh/eGNAruPE/aR G-ae6),e ,wL,E]• A /Wf Jr.. PC RQl U w M ••,eT`OW 717 INSTALLATION PAT, LOCATION ST Az . CL co CIO -Co i DETAILS FOR OPTION �► 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,,. � uc steEMs • .• D.t w/ INTO EXISTING WOOD STRUCTURES 1 Mln Tlw[ADE,1 PEJIETMI,pM _ //22 R t0'EnSING WOOD HUGE I rl I i I I I EO I EQN _ Eo' f I E0) I EON wocD •tADEP - RfOHwm ,' S 1 I i +LIDO MUO[M MRc~NUT i LYnr. -!4- -i1H STUD . ,r vY oc ALTERNATIVE 1 ALTERNATIVE 2 , ,ro. r/MiD'•,�J'�vE�[oENur. F (INS) (5[F'1 1� I oE7 1/T 4) I }75 -r• ` I _ I , OWN Ma'ET ,': I I 1 yp I FOi r0 T � I I f \ w00' PUTT I wouw[c I I \ tPY ALTERNATIVE 3 ALTERNATIVE 4 J REOJRD 1 ,/•i l.'C. xRLTrs • 6' OC w/ , 1/2' �.. YW. TMIFIDm PF1NETrMTgN OR LdF BRASS &J9MYG M/ /.••-'°''' ss MS. fill °• °` DR ALTERNATIVE WOOD FRAME CONDITIONS IBc ANCHOR S t/+'•-TO PAN[LWT[ /El,ALE I) M PANEIMITE R15 • r O.0 r// , 1/2' YM LONE Sn• - ,. 1FKE/1MD PEW.TMTNSN rG EY75iwG WOOD ANTE NOl[ SMUfTLA ,R.CXS NOT SHIO"N rIIR CLNVn NmN,N WALL MOUNTING INSTALLATION ,r�'ttRA:TIL��t ALTERNATIVE 1W \GENSf'�9�9, 7 = FLORIDA BUILDING CODE Nigh Velocity Hurr)tane Zone) - � PmaO m,em. ,.c. rs• * �, 's 20 GAGE GALVANIZED STEEL STORM PANEL , Ns1AL:A„ors ARE DNLT vALm FOR euLawcs Ant, AS tlrs'u LDAos w to :.IO•., EOF ��s5, -T..O PM AND PANEL'S lf1NOTn w TO e'-e• %''9O •., FL R10p,:`�i6�'---• .�'., ,�' � )GLOBAL PROTECTION PRODUCTS, LLC. z iGl NEW wom FRAME Clk<SIRUCTAN waLJo NEARER'_ TC BE SOUTHERN .,'`F„"E C O INC. �; .am SING s, SHEET °� PANE NP x. wf sPttRt xNsrr.' Of oft DR oR EQUAL . SSI 'A�-ET•` T`aLJ>; �mRa a nw�ulNo coo. my' Gwa. R svt. '"r'rFNlll ,111N•N�f m e[fnA �3Nw PtIDLC. (R6.RMR-TS.s. rAy. (MILLI-aAT 20-176 •n... {FIN) n~. r- Isr n,-, _ PE EM/sFBHMTJAE/IMR CA-OmB71p � "° 1ML2R A MiR A. P.[. Y I._Ly CIO Co 0 N N U L Q O O O O 0 � O v_' V/ Q z z W JCn Q� N _� 0 U O U � LLJ Q Z Z Q J SHEET NO. SH 1.1 LOCATION CL co CIO -Co i DETAILS FOR OPTION �► 1 FOR LIFE SAFETY STORM PANEL SYSTEM ,,. � uc steEMs • .• D.t w/ INTO EXISTING WOOD STRUCTURES 1 Mln Tlw[ADE,1 PEJIETMI,pM _ //22 R t0'EnSING WOOD HUGE I rl I i I I I EO I EQN _ Eo' f I E0) I EON wocD •tADEP - RfOHwm ,' S 1 I i +LIDO MUO[M MRc~NUT i LYnr. -!4- -i1H STUD . ,r vY oc ALTERNATIVE 1 ALTERNATIVE 2 , ,ro. r/MiD'•,�J'�vE�[oENur. F (INS) (5[F'1 1� I oE7 1/T 4) I }75 -r• ` I _ I , OWN Ma'ET ,': I I 1 yp I FOi r0 T � I I f \ w00' PUTT I wouw[c I I \ tPY ALTERNATIVE 3 ALTERNATIVE 4 J REOJRD 1 ,/•i l.'C. xRLTrs • 6' OC w/ , 1/2' �.. YW. TMIFIDm PF1NETrMTgN OR LdF BRASS &J9MYG M/ /.••-'°''' ss MS. fill °• °` DR ALTERNATIVE WOOD FRAME CONDITIONS IBc ANCHOR S t/+'•-TO PAN[LWT[ /El,ALE I) M PANEIMITE R15 • r O.0 r// , 1/2' YM LONE Sn• - ,. 1FKE/1MD PEW.TMTNSN rG EY75iwG WOOD ANTE NOl[ SMUfTLA ,R.CXS NOT SHIO"N rIIR CLNVn NmN,N WALL MOUNTING INSTALLATION ,r�'ttRA:TIL��t ALTERNATIVE 1W \GENSf'�9�9, 7 = FLORIDA BUILDING CODE Nigh Velocity Hurr)tane Zone) - � PmaO m,em. ,.c. rs• * �, 's 20 GAGE GALVANIZED STEEL STORM PANEL , Ns1AL:A„ors ARE DNLT vALm FOR euLawcs Ant, AS tlrs'u LDAos w to :.IO•., EOF ��s5, -T..O PM AND PANEL'S lf1NOTn w TO e'-e• %''9O •., FL R10p,:`�i6�'---• .�'., ,�' � )GLOBAL PROTECTION PRODUCTS, LLC. z iGl NEW wom FRAME Clk<SIRUCTAN waLJo NEARER'_ TC BE SOUTHERN .,'`F„"E C O INC. �; .am SING s, SHEET °� PANE NP x. wf sPttRt xNsrr.' Of oft DR oR EQUAL . SSI 'A�-ET•` T`aLJ>; �mRa a nw�ulNo coo. my' Gwa. R svt. '"r'rFNlll ,111N•N�f m e[fnA �3Nw PtIDLC. (R6.RMR-TS.s. rAy. (MILLI-aAT 20-176 •n... {FIN) n~. r- Isr n,-, _ PE EM/sFBHMTJAE/IMR CA-OmB71p � "° 1ML2R A MiR A. P.[. Y I._Ly CIO Co 0 N N U L Q O O O O 0 � O v_' V/ Q z z W JCn Q� N _� 0 U O U � LLJ Q Z Z Q J SHEET NO. SH 1.1 LOCATION N N U L Q O O O O 0 � O v_' V/ Q z z W JCn Q� N _� 0 U O U � LLJ Q Z Z Q J SHEET NO. SH 1.1 LOCATION z W JCn Q� N _� 0 U O U � LLJ Q Z Z Q J SHEET NO. SH 1.1 LOCATION I __ -- _I I )_-_B_ Fill 1Tlre'1_.._ e. sn= Al LLLL.!:•r.__ 1_ll_-L - -_._'_ - - L 1.:"- 1 I I I r. a -_ liE'�J^ •L" - -_ -- T - - 11 'I - ' tell' 9L'! MAXIMUM A.S.D. � Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE I L (ft.) TO GLASS I CONUfTION RATING (p.a.f.) I (SEE SECTIONS) I +55.0. -72.0 B'-B" 2 3ja I UNBOLTED - ANCHORS (SEE SECTIONS ON SHErTS 17, Ia. 19 A 20) - 3, 4Az. SA/17, 4A/t7, 511/14 39/17, 40/17. 39/14 J' MAX I•- MIN. SAW/O, 7AW/19 A MW/20 �ow/,A yow/19 a am/" I. MN. D.M.v,(;') _ -_ I o 1 o a o 0 0 0 1 r- _-_ _ _ .--_-_____T. I _ - - ___�._ I I j _ ____. _� .i. - 1 1 - I I 1 1 1 : i i; I ( I TOORfig O I i; I L��� 1 AEOQAA sDRN PMET 0F•AM r'10, oAIHL LIFE A - - A MAX •aY-1W S.S YS '�'1 ea,s e/)/e•• . J/3r t -•9- - - _ - _ ' - -_ - I { PANEL LENGTH I -«-c Nu, «AWu AT (SEE StHEDUIF) uYnY W 6. _______________.. ___. -- .. 1� _._.. .._. __ __- - I - P`Un I O Mr[ WCrr —. MIeE eanow coRAlEfo � � I D,M..�J .,4 - _ - - - -- _l , cJAaA• •eL NR N MFT a w"N' PWEL �- J' MAX. JA/17, AA/17, 54/14 ����p ]9/T7, 4t{/7!, aa/10. }• '_ 1' MN. SAW/19, 7AW/19 A & W/20 iMRM 011119, 7Bw/19 a WN/20 1- MIN. - - ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 19 A 20) _ OPTION2 FOR LIFE SAFETY STORM PANEL ELEVATION SCALE 3/16 ,- V•• WIY. W / - ® lam• C, :.- :; � i aR Da. POW -, Wlu rarM 1 IDP IIs�lAvs// w _�` -. - - - 1 PANE' -.\ �_- -•' AERN- z-_z�i..__a .,__ -` .. -- ___ --"-..-._..-_ __L.-- __- '-"- _-- EXTEF" L SECTION A —A SCALE }/te•-,' tINw1 MAXIMUM A.S.D. DESIGN PRESSURE RA IT NG (p s.f.) AND �1�Ft p; Tkif/T CORRESPONDING MAXIMUM PANEL LENGTH L SCHEDULE _ 4 * JCEksq ••,'D ,G : No.44167 - * w *I z FLORIDA BUILDING CODE (High Velocity Nurricons Zone) lc a Waco. Al: r P %, O"� Cr4'a 20 CAGE GALVANIZED STEEL STORM PANEL o1wK•I er c AfNnTr ," � GLOBAL PROTECTION PRODUCTS, LLC. �% )' 19V 9GV OINL H!/�G JFLUT T� Na a ENatNEOtl1U GP nP Y '�D'e. "'w a, Na NN t-ae. rams WANE: (w)M-Tyra. 1. wMiNN-am ' , H.-- ME) O,-,er peel r,-'ny.P [ RMA/SUNTVE/GR CA-0006T,9 p r DIIe:INO AW,WTCP A r:un A. PE �20-176 to ar Ni n N,T 1 INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES - y - 1 w000 IE1r0Ex R[OuutED APDDN e 1/4-0 T O O.C. j 1''I L NLADLF I Wp00 HEWER � .'arc REWaE]) a• - t • TAPRXN O e' O.0 TAPCON B O.0 1 �— / � T ROOD NfAOEx REQUIRED I a' T APCON O 8' O.C. _ W I 1 WN. « I YN 2 T,aRCADEO W , 1/2* YIN HEADER ! COMPONENTS FOR SERIES 2000 & 1000 E—Z HANG STORM PANELS (SCALE 1/2=I') - 2 J91' - _ t .t LOTH w,DtN _ 2.asD'---I 2 59 J 96 ( ) P _. 12300' (EFFECTIVE WipiM) - N I: 1.1 I �-2250"—I �"4J�'• I� I' I I II � t. . \• �� l A` I .T7S ! 2.500' _I• T75' � 1 ,�°' li iP �': it iP �zau• �. ,i z.es7. .to.o}a•YN TR.cn� HEMMED }.Soo. it 2.soD' / r � r CAIVANQED sRCL •'� EDGE S I' � , \ ASTM ♦-aS] �\ J�•�R11 -- i� 2.000' 2fyJ"r,!.'': HFM4E0 tYP '\ Ili .q GRADE •A YteM'JY -+� OEIAA A_r II a.aaa' -"i • II Imo- ESX;E 0-BO GALY 1 ` J -4.. _DLTUL A rfMd �•� �51. R. Jzs, 'q� !' • -J, ,, � t_ _ �} 91 - - - 2a0'. _ '25v- `�, fin---2.470"--+ 6 �1. 01 STORM PANEL ' - 2 ao• 4 O REVERSE "h" TRACK O REVERSED "U" TRACK nANa's wG LIP /50- W/ HEMMED EDGE - I �. ,--.25C ryh I i // HEMMED ' G' II P - iI, ISOMETRIC VIEW DETAIL A 7 Boo I` z aDD I �': k ROUNDED CORNER O ENDS OF PANEL'S . 125 END UP W/ HEMMED EDGE 1 i 750' ' I 2sD' 4O-rLIBACK O PdH ® 2-x5- nx_)�(I,{.iiM. ANGLE i f 4 yYlOE _ r 125. 6061-T6 Num. ALLOT 1 !I II 1 — aININ1UN1 8 I Uri " EPA TIL ^ T5O• 11 � Lam• CIn) �'�'vCEN,�:'T9 M1 li � I I �_ � j NO.44167 g _ * FLORIDA BUILDING CODE (High Velocity NUT icons Zone '^ I -- INSTALLATION DETAILS FOR OPTION 92 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLACK STRUCTURES 1,: TAaCON ANCHORS •,.• TAP[ON AN(110R5 ,;,• TAPCOI ANCHORS ,.• TAPCON ANCHORS i 9- D c a 9• D c i a• o c i 9• CC OLaREO�RN BETE OUREC�O F RETE Op. l, I 1/4, 4 ETE ;, POURED CDFX,`RErE BLOCK REWRREO 1 BLDETt RFOURY"D _ BtOQI REWIRED 1 DR CONCRFR {__ � 910CK REWIRED 1_., - A. Nm. MP,. Y•a. Eli.• ' E.D• Co• ), t CD• tt 1 I +..� m ,, E o j Ha IaRNWtlw m 1- !� w I Nan FIT _ I rw� m (� r ,aN,aAa w _ 1- s� raw _ o i � yC' I I �' I ` y[I y� E�SS, } �A E�5?ISNG-�I f `yy,'$ E�i5R1irJ � f IA C�N4J i �ai I I �.�t � g I 1 iy 1 � 1 -j: } I � 1 ) 1 i 1 I I I I I I I -.A..IH/i I I I I I i ED• F tl ED• � (`�S� � ' _ E.D• CD• 4 _ _ Its I Y 2�•_ I , i , I I E � {--� - ' +/)• I//V-20,J/1'S.5 N.5 w/ -� )/1••-2o,3/a^5,5 w5. w/ 1 7/B'h3/12' WINO NUT WASt1EA , 7Je'•x}/}Y 1WNc NUT WASHER O la 1/2' O.0 (BFYOFIo) (� WASHER . 1/32' wMc NUT LN `,' �B'+ . }/la' wlNc L"pl,t wAER • 12 I/7' D.0 - 1. NUT WASHER (tiEYONp) I: .' tAPCON ANCHORS ,;1' IAPCON ANCHORS IJ4' TAPCON ANCHORS 1 {' 7APCON bat/roc d a 1/2• O.C. � 1 V2' a.t (STAGGERED W/ STVO) (STAGGERED W/ STUD) O 1 1/7' O.0 POURED CONCRETE =WPEO CONCRETE POURED CONCRETE PU4KKD CONCRETE OR CONfAF.TE BLOCK OR CONCRETE BLOCK OFF CONCRETE BLOCK OR CONCRETE BLOCK REWIRED REOURIfD REQUIRED REQUIRED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTAL � ATION SECTION 3A SECTION 3R SECTION IA SECTION 4B O REGUIILR PANEL O LIFE SAFETY PANEL O REGULAR PANEL O LIFE SAFETY PANEL SCALE JJa'-+' SCALE } a'-,.. / SCALE 3/8•-,' SCALE 3/8--i- ME TYrE 1/0. SEND. CT IDAw DIFFFEENS Ilrla WODO a UNION ,,,,% .....NUIHI / "9 P P: TILL T WALE aRCDaID. __ Is AePa vra- J 4 ,y� YMWIT ANO.O4 aPKMGS .0 MNMW leU V� •• ✓ 3 EDGE DE ANCC ARE INDICATED ON " n,cl Tv^..r D+) - s 3� P:'' zij ser '••� i SDCDUIY MR E0. LESS DW9 aC"m ON • sari ry�r; l"a,j -- -- \% FLORIDA BUILDING CODE (High Velocity "of icons Zone) SCHEDULE REEIMM ANOROR SPKANG BY B" "E r1Youow> we EAn ,nsc7¢aRE irnw u DNNh aclolt - N0. 41 * = Plum n Ea. We aRwa er: 20 GAG[ GALVANIZED STEEL STORM PANEL OPERATION TO BE POSSIBLE. REDUCED I In, 2 * : svAcac oeuacDNr �o T - _ > ,/r ? ,_ .• ST TE 0 -. - GLOBAL PROTECTION PRODUCTS, I.L.C. 07 d:, T ETECOEN.. roR EACH ANCtroR TYPE ON Was scML1XAE s _�.'_ ,R. FL Rio° z.% ��� i°00D.Lws_'ri61 }aJ. ' J,n. A F•... ,& .. r,, r to rl:r ( lea (•sa)ee•-aT•T 20-178 ' 'ss! NA -.- Prl c.- we cm. ii-Ivn,. PNac Da. -7s.s. rAs aR.RRw .r / A'wfJ, awsko E- SEN,,Y,GNAtU :/MR G-o00571D Wat[R A nll)f b.. PC SIRCT l a H N,e7 BELOW) INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES , Y TAPCON O 6' O.C. -•tI 1/4 I 4'• TAPCON O 6' 0 � .C. I W/1 */2' MIA. THREADED111 I - W/1 1/2• MIN THREADED r PENETRATION AT WOODD � PENETRATION AT W000 RUDER I .I' HEADER 7 '/2' I/4' 1/2' ,IJ4. I I vva. i ua,. � I WOW HEADER I 7• I' M„,I W090 HEADER i YM REOV:AFD _ i REQUIRE11 D_ . - CONt 1 I ', i r - it - I Y... srraLTla ro aw•a ts¢ samlAt EXtSTKRG w SLEET la) � _' ,Pn SiPAM1nN .L, . GLASS ro QASy I J •L' Yaa. - PANEL LENGTH _ H 4` (SA SbFDULF I PANEL LEND' WSIING j ON sN[E+ Iq ! (SEE NOTE I BCtilw) 1 j4Y-IOat' ! .. (SEE NOTE , � 3'/24 tSEIrYE> e,:;v.•) �4'%4 ©•/11a1'sMSi'/24 (SCE Nr7R 1 BDDI,) J' Na,. 2'/24 1'/241U � i j PEIA1T P3ryEL 0 (sEi Mort A atvw) O EACH MD WINCtE'I[AKHgl6.SEEI ,•N,n('CpKf4TE MKqRs[TYP)�3•Yv OI-J'- N Srl[L7 b:TOR rOOp SCREW}•-_IIEw. SECTIONS ON yIER 2 INSTALLATION DETAILS INTO EXISTING FOR POURED OPTION #2 FOR UFE SAFETY STORM CONCRETE OR CONCRETE BLOCK STRUCTURES PANEL SYSTEM I' 4' TAPCON ANCHORS I114' TAPCON ANCHORS i 9'O.C. 41 9'oL 11 POURED CONCEEM POURED CONCRETE OR CONCRETE BLOCK REQUIRED S _ . OR CONCRETE BLOCK rEODUNED E 1 . -1. 1/4- 1{ Maa W. E 0.• ED- I . '`CONT /3 `CON, .�Sj�� I I ) I r f Ake n I_ —. - 1 n ��1, i v'O�ar ,.°i 1 �*y � EXISn1 ,y cuss I - N �t EXISTINQj cuss - � ( Q I : I i - - ' ;Y -i 8 �, t c" . bt I ru I/. �- .,rt I I J ar'r10 IAA O I PRM rr1�[E1E[['" I I i /+A-,0•• PXRE_MATi PLUS W/ /B'R a ]/}2' WIND NUT WASHER O6 ,/-' CC POURED COIKRER OR crorlcREre BLOCK RE0IARED WALL MOUNTING INSTALLATION SECj( ,� SA O REGULAR PANEL SCALE ]/B'-T' SEE 9+FL7 ,9 At 20 FOR ANCHORS TV" a Alaeaa Trrt `wFc:w IRV,oirII snACNc FIRE MSTAw11o1,15 IRio wood o. AWaIOR fAOw [•�J J 7 rRAl1E 91AJ)eQ Ilerlw /YICHt01t fPACMGS AND Y•RYIWCr,n.Y EOfY aSTANCE ARE IHIDKARD ON ,r,6 'IarrPAAYr O.) _ )- __ solEDut FOR Eo. LJ35 LIMN KIPGiCD rN TEa •IrJ 'd e'°tl' Onj _. ...- J _---. r IJ> 9O�UXE RmIIC[ NIGH -OR SPACING AN wamrMG srAcrW: slloWn oq SCREDIILE A^AE0. EA 091>t a9wW NQNa sv THE FOLLORer. FACTORS FOR TNeS oPoa7kK• ,O e< AD5591F. 11[DVCW , ,/Y JS _ vWc+,c vmArlEo us•c FAL7a1 snrL rXrr l ,/>• - - K LESS IwW ABTA SPACING INDICATED FORFACN ANCHOR ,MITE off 1-6 SCHEDULE 1' , I I. ] r/r - `E' Lr) /-'[ / ;- .ANEIJ4tTE PLUS W/ /B•• a }/W LING NUT WASNUR (BEYOND) POURED CONCRETE OR COW -AM BLOCK REQUIRED WALL MOUNTING INSTALLATION SECTION SR O LIFE SAFETY PANEL SCALE 3/8'-t" ��. Try%-.......,,--, �: � VCENSF' :' No. 44167 3RI - HALE .iur„ � ... ON / PE. S'.V.J9LHYNR[/PrR 3I. v J rj 11, s => 3: fJl .y N a d (y '11I M FLORIDA BUILDING CODE (High Velocity Hurricane Zone .0�0 M�' W20 GALE GALVANIZEi. D STEEL STORM PANEL r" oAsw. n ' GLOBAL PROTECTION PRODUCTS, LLC. 07/ '°'° IL ECOENL \ aR fTNq a LHODIEaAI•le COMPAI-Y '•WNE,eR' w� ?a. r, .teA oeRlu alms n a.. IN.OI•E 7W)Ya-naa IAa (as.leaa-rn7 20-176 y RH-Ina . - W to-rv, _ ,MI RR A. ,X1R PE AIO •s-,V - nl>"eA ur F �iie7 _ _ _ _ WIQt N or n "I" cctYrou MCRES VALm E-2 HANG crr�ou PANEL cycreu 1 E-1 NANO STORM PANEL SHOWN 0r1 THIS PRODUCT EVALUATION DOCUMENT (P.E D) HAS BEEN VfRifffD FOR COMPLIANCE IN B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELNAtE FEMALE ID A PANELM4TE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71N EDITION) Of THE FLORIDA BUILDING CODE. DOCK SHALL HE t 1/4" DESIGN WIND LOADS SAWN BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED CODE, B.Z) MINIMUM EMBEDMENT Of 1/1•0 M 7/8' CAUL -IN ANCHORS SHALL BE 15 710" INTO CUNCREIE. FOR A AND SPEED AS REQUIRED BY THE JURK01CTIpN WHERE THESE SHUTTERS WILL HE NSTALLED AND NO EMBEDMENT IMO ANY fNbM MATERIAL SHALL BE PERMITTED FOR A DIRECigNAUtt FACTOR Kw -OAS. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.7 i/4' 0-20 SS SIDEWALK 801TS USED SHALL 9E LONG ENCUGN(SHOULO ANY fN15H MATERIAL EXIST) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 28 A 26. ENGAGE 3/1' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMNED PER ASCE 7-,6 SMALL BE FIRST REDUCED t0 A5.0IGN , DESWIND LOADS BT MULTIPLYING THEM BY 0.6 I ORDER TO 9 J) N USE THAT PRECAST sia•IE, OR PRECAST CONCRETE PANELS BE fWNO ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS NOICaTEO ON SHEETS 15 A 26. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STAItCrLIRE BEOND SUCH PANELS ANCHOR Ar3 M ORDER TO VE1NfY THAT COMPONENTS AND ANCHORS ON iMl$ P.E.D. AS TESTED WERE NOT OVER STRESSED, A U)[ INCREASE SHALL BE AS YEMIONED IN 8.1) AMC) M B.I). IN ALLOWABLE SiflC55 FOR WINO LOADS WAS tlDL USED IN THEM ANALYSIS FASTENERS SPACING TO WOOD F1A5 BEEN DETERMINED M ACCORDANCE WITH N.D.S. 20!5 (C) ANCHORS SHALL BE IA151ALLED FOLLOWING ALL OF THE RECOMMENDAigN$ AND SPECIFICATIONS O< THE ANCHOR'S STORM PANE L'S S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE CMS BEEN VERIFIED IN ACCORDANCE WITHN SECTION 1626 OF AANUFACtURER. THE ABOVE MENTIONED CODE A5 PER FENESTRATION TESTING LABORATORY, INC REPORT / 7032. AS PROTOCOLS TAS-201, I, FT ShAL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE 51R1iTER TAS-7.02 AND TAS-TOJ IS 10 BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SAU. ONLY 9E ATTACHED TO CONCRETE. BLOCK 2 n+,S SYSTEM HAS KEN DE$IONCD NS1 tU BE IAlLEG ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPEHMG fllou THE OR WOW FRAME BUILDINGS INSIDE w/0 THE JSF OF A UOOER OR LIFT THIS APPLICATION 15 VALID WHEN INSTN CATION IS INTENDED TC BE PERFORMED 12 ME INSTALLATION COMRACTOR :5 TO SEA-/CAVLK ALL SHUTTER COMPONENTEDGCS WHICH REMAININCONTINUOUSFROM ME INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING' 10 PREVENT WINO/RNN 1NTNU5LN CAUIN AND SEAL SHUTTER TRACKS N: AROUND FULL 3. $FJRIES 1000 NSTALUTION 1$ APPLIGBL[ TO SMCLF AND DOUBLE HUNG STYLE WINDOWS W1?lN INSiN1AT1(N 15 RfQl11RED I'? BE LENGTH PERFORMED FROM THE M51(E OF STRUCAIRF. IS STORM PANEL INSTAWiI[1N SHALL COMPLY WITH SPECS NOICATCC N THIS DRAWING PLUS NJ7 BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURSOICTIpN WHERE PCAYrt IS ,APPR IFC Tp. /, SERICS 2000 INSINLA1gN IS MPLIC:.HLE ,O SINGLE AND DOUBLE HUNG AND HpR12UNTA: L-DERS <-TrLC wN(JOwS WHEN INsiAIUTgN 5 REQUIRED TO BE PERFORMED FROM THE INSIDE Of S7'RUCTLME 14 ATRIUM WINDOWS AND DOORS. INC E - 1 HANG STORM 4µEl 5ti'STON" IS PA7F2Ei PElOPq. 5, ALL ALUMINUM EXTRUSIONS TO BE 6063-i6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 5 (0) THIS PRODUCT EVALUATION DOCUMENT (P.E D.) PREPARED BT THIS ENGINEER IS GENERIC AND DOES NOT PHONOf e. ALL NlJ1AMUY SHEET METAL USED Al CLOSURES SMNI. HAVE 31 n5-Hli ALLOY : INF'ORMA1KNi F(M A SITE SPECllIC PROJECT; : a WHERE THE SITE CONDITIONS DEVIATE FROM THE D.F.G. (N) CONTRACTOR 70 BE RESPONSIBLE TOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SN'LTY OF ), ALL STLEt. SHEET METAL PANELS S+AL,. -AVE STRUCTURAL DUALITY STEEL. AStM A-653 CPADi 5D Mn GALVANIZED STEEL THIS PRODUCT BASED ON THIS PE.O PROVIDED HE/SHE DOES NOT DEVIATE rRp4 THECONDITIONSDETAILED ON DESIGNATION w/Fy. S(AFTER.S 4S1 (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONS,BLLJT,. B ALL SCREWS TO Of S7NNI ESS STEEL Jp1 OR Sib N51 SERIES OR CGRROS)OM RESISTANT COATED CAP.BON STEEL AS PER TAN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE (17N51pERE0 +NVAUD IF IJODiFIET,. 5 0 0 18 W/ SO In,. YIELD STRENGTH AND 90 b� TENSILE STRENGTH A STALL COMPLY W/ FLORIN Bull DING [ODE SECIILN 2411.3.J.a Ie a IC PROJECTS 5 PREPARED A . ) SITE SPEC HALL HE Ely iLOR) REGISTERED W ENGINEER �R HI 't ARC IECT WHICH WIL L H. BOtTs TO BE ASfY A-307 VMA GM 2E0 STEEL, OR AKI 301 SERIES STAINLESS STEEL. W'H 16 kL: MINIMUM NFlD STRENGTH BECOME THE ENGINEER Of RECORD FC O.R.) FOR THE PftWCCT AND wN0 WILL BE RESPONSIBLE FOR ,HE PROPER USE Of ME PC D. ENGINEER Of RECORD. ACTING A5 A DELEGATED ENGINEER TO ,HE P.E.D ENGINEER. SHALL. '0 ANCHORS 10 WALL SwUl HE AS FOLLOWS. SUBMIT i0 THIS UTTER THE SITE SPECIFIC DRAWINGS TOR RCiAEw (A) 91DLTyi�_P41lBLL' _:915-REEF (e) THIS P E.D. $HKL BUR THE DATE AND ORgINAt SUL AND SOAT,)RE Of THE PROFESSIONAL ENGNEER OF - iJ4Y TAPCON ANCHORS AS MANUFACTURED BY I T w BIXLDE%. INC (41N I'e-3192 ❑.a.,) RECORD THAT PREPARED T - 1/4" • X 7/8' CALK -IN ANCHORS. AS MANUFACTURED 8Y DEWAti INC. (41N. 1c-S000 ya') `6 S70R4 PNiEt. MANUFACTURER'S LABEL SHALL � LOCATED ON q READILY VISIBLE LOCATION 4T SORM PANEL :K - /14 -10 PAIELYATE FEMALE ,D A RANf:IMTE Py5 ANCHORS, ASMANUrAC7UREil ByEICO ,.ONSiRUC nGN PRODUCTS ACCORDANCE WITH SECTION 17099.1 OF 1101R+DA BUILDING CODE ONE LABEL SMALL BE PLACED FOR EVERY OPENING(Cc-J]50 P_ai) IABEUNC TO COMPLY WITH SECTION ,'J099.2 OF THE RORIOA LAJt1.pNG [ODE 41) MINIMUM EMBEDMENT OF TAPCON ANCHORS M10 POURED CONCRLIE SMALL BE 11/1' AND 2' FOR PAHELYATF fEt1Nf b A PANELMAtE PLVS, A2) MIN14VM EMBEDMENT Of 1//'/ Y 7/8' Ulk-M ANCHORS SMALL BE IS 7/11' INTO CONCRETE NO EMBEDMENT INTO ANY FlWyi MATERIAL SHALL BE PERMITTED 1/4• 41-20 SS SIDEWALK BOLTS USED SILL: BE LONG ENOV(7H(SNOUtD ANY F)NSM MATERIAL EXIST) i0 CNOAGE 3/a' IM1D ANCHORS. _,yMN-I-NrW� 4}) M CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, O7 PAVERS BE rOUNC ON 'HE EXISTING WALL OR "`'Nt^E'�,A„'T���%14i" ROOK, ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE••INC SUCH PAkE15. ANCHORAGE SHALL �,--'' `\CENS"�.•:✓�QCE�y BL A5 MENNNCD IN A.1) AND IN A.2). = L (B) rD_I�T� 5,.^N„�- B_o <<. «y. _- No. 44167 - ,/a' P TAPCON ANCHORS AS MANUFACTURED BY ITw BIALa X. INC - . - - FLORIDA BUILDING CODE (HS h Velocity Hurricane Zone), - 1/1' • X T/8' CALK -IN ANCHORS, AS MANUFACTURED By DEWµT INC (Fm-,SOD Py:) I' ' � rrpl0 RTECO. •Ic - /14-10 PANEIJMTE FEMALE ID AND PANCLMAiC PLUS ANCHORS. AS MANLIFAC7UR£D BY ELtp CONSTRUCTION - - } OF'' Fe11RTAP _;�i(, 20 CAGE GALVANIZED STEEL STORY PAWL yL,e1rPn PRooucls (rm-2on P.al) ,i_,�_L_E'�"°• GLOBAL PROTECTION PRODUCTS- LLC. 07nvlmP �, ,;..,-�..�~y' 1 L E C O F NL � a9a e.r y, STAFF: TYJIr TtlrTMO e>�e1Qbw c ANY DAME.n WT.' 1� wIr eaaela n MIN PHONE. (eN)•n-Tsa>. FAY trs•NeD-e707 20-176 Pt ZGL/9aNitAE/PnE Pt WAip A rxili ♦aieTE _ _ WQ1 1, S 2s 11 I i , I � , i 40 - I ! i 9 I . 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I- 'f I Mg a n�nG Bq' T 1ePR�,"` AS ,\tN/t111fN111r I � �) x --� 4+-1 a IWo . 4 a ® Ai r'hrcr °Iaar'�"a i6m� oa>`QytEA A:.T!�(T J `-% i l I PaTN,nTION mr URN aNMT r} .• 1L: •''�•\GEMS''• ✓� ` (.�s T6b E No. 44167 # L_-,•- Q Tp- •corral IK)VNIa16 nN IK = •= - FLORIDA BUILDING CODE (High Velocity Hurrtcone Zone © i CDIMa® IN AN,' UHT' TO SUIT ANr rP � INSTALLATION. ? 9 • STATE OF F'� Maw' -c 20 GAGE GALVANIZED STEEL STORM � -' 'u° """ �' f t\ GLOBAL PROTECTION PRODUCTS, LLC. SLALE: TJ2• . t' VIEW X •.ir• 35' -- 4r.Xy •r ,N � OWE I�E C O INc I��N'N /MAia*•tE9telo ENCOCrol a o towuir •aaWc.rii'i +�. 20-776 , ! ra. a, -I- uURIn aaeea RDII[ (DyaW6•-)y11 TAX (IM)M-aT9i _ P,•.. Earl n.-nr « (reJ n,- 0 1N P[ SU4/ROeN,URE/OS2 G-ODDa),} rsr,r. RR•ewn Ne Z. • 1X1R; PE Ni MFira � f� i � 0-0 O N O O O O 1 M � •V O O N 1 i/ . � V J O I a O LU Q = Z Z Q J /•S A'' SHEET N0. SH cctYrou MCRES VALm E-2 HANG crr�ou PANEL cycreu 1 E-1 NANO STORM PANEL SHOWN 0r1 THIS PRODUCT EVALUATION DOCUMENT (P.E D) HAS BEEN VfRifffD FOR COMPLIANCE IN B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELNAtE FEMALE ID A PANELM4TE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71N EDITION) Of THE FLORIDA BUILDING CODE. DOCK SHALL HE t 1/4" DESIGN WIND LOADS SAWN BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED CODE, B.Z) MINIMUM EMBEDMENT Of 1/1•0 M 7/8' CAUL -IN ANCHORS SHALL BE 15 710" INTO CUNCREIE. FOR A AND SPEED AS REQUIRED BY THE JURK01CTIpN WHERE THESE SHUTTERS WILL HE NSTALLED AND NO EMBEDMENT IMO ANY fNbM MATERIAL SHALL BE PERMITTED FOR A DIRECigNAUtt FACTOR Kw -OAS. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.7 i/4' 0-20 SS SIDEWALK 801TS USED SHALL 9E LONG ENCUGN(SHOULO ANY fN15H MATERIAL EXIST) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 28 A 26. ENGAGE 3/1' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMNED PER ASCE 7-,6 SMALL BE FIRST REDUCED t0 A5.0IGN , DESWIND LOADS BT MULTIPLYING THEM BY 0.6 I ORDER TO 9 J) N USE THAT PRECAST sia•IE, OR PRECAST CONCRETE PANELS BE fWNO ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS NOICaTEO ON SHEETS 15 A 26. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STAItCrLIRE BEOND SUCH PANELS ANCHOR Ar3 M ORDER TO VE1NfY THAT COMPONENTS AND ANCHORS ON iMl$ P.E.D. AS TESTED WERE NOT OVER STRESSED, A U)[ INCREASE SHALL BE AS YEMIONED IN 8.1) AMC) M B.I). IN ALLOWABLE SiflC55 FOR WINO LOADS WAS tlDL USED IN THEM ANALYSIS FASTENERS SPACING TO WOOD F1A5 BEEN DETERMINED M ACCORDANCE WITH N.D.S. 20!5 (C) ANCHORS SHALL BE IA151ALLED FOLLOWING ALL OF THE RECOMMENDAigN$ AND SPECIFICATIONS O< THE ANCHOR'S STORM PANE L'S S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE CMS BEEN VERIFIED IN ACCORDANCE WITHN SECTION 1626 OF AANUFACtURER. THE ABOVE MENTIONED CODE A5 PER FENESTRATION TESTING LABORATORY, INC REPORT / 7032. AS PROTOCOLS TAS-201, I, FT ShAL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE 51R1iTER TAS-7.02 AND TAS-TOJ IS 10 BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SAU. ONLY 9E ATTACHED TO CONCRETE. BLOCK 2 n+,S SYSTEM HAS KEN DE$IONCD NS1 tU BE IAlLEG ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPEHMG fllou THE OR WOW FRAME BUILDINGS INSIDE w/0 THE JSF OF A UOOER OR LIFT THIS APPLICATION 15 VALID WHEN INSTN CATION IS INTENDED TC BE PERFORMED 12 ME INSTALLATION COMRACTOR :5 TO SEA-/CAVLK ALL SHUTTER COMPONENTEDGCS WHICH REMAININCONTINUOUSFROM ME INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING' 10 PREVENT WINO/RNN 1NTNU5LN CAUIN AND SEAL SHUTTER TRACKS N: AROUND FULL 3. $FJRIES 1000 NSTALUTION 1$ APPLIGBL[ TO SMCLF AND DOUBLE HUNG STYLE WINDOWS W1?lN INSiN1AT1(N 15 RfQl11RED I'? BE LENGTH PERFORMED FROM THE M51(E OF STRUCAIRF. IS STORM PANEL INSTAWiI[1N SHALL COMPLY WITH SPECS NOICATCC N THIS DRAWING PLUS NJ7 BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURSOICTIpN WHERE PCAYrt IS ,APPR IFC Tp. /, SERICS 2000 INSINLA1gN IS MPLIC:.HLE ,O SINGLE AND DOUBLE HUNG AND HpR12UNTA: L-DERS <-TrLC wN(JOwS WHEN INsiAIUTgN 5 REQUIRED TO BE PERFORMED FROM THE INSIDE Of S7'RUCTLME 14 ATRIUM WINDOWS AND DOORS. INC E - 1 HANG STORM 4µEl 5ti'STON" IS PA7F2Ei PElOPq. 5, ALL ALUMINUM EXTRUSIONS TO BE 6063-i6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 5 (0) THIS PRODUCT EVALUATION DOCUMENT (P.E D.) PREPARED BT THIS ENGINEER IS GENERIC AND DOES NOT PHONOf e. ALL NlJ1AMUY SHEET METAL USED Al CLOSURES SMNI. HAVE 31 n5-Hli ALLOY : INF'ORMA1KNi F(M A SITE SPECllIC PROJECT; : a WHERE THE SITE CONDITIONS DEVIATE FROM THE D.F.G. (N) CONTRACTOR 70 BE RESPONSIBLE TOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SN'LTY OF ), ALL STLEt. SHEET METAL PANELS S+AL,. -AVE STRUCTURAL DUALITY STEEL. AStM A-653 CPADi 5D Mn GALVANIZED STEEL THIS PRODUCT BASED ON THIS PE.O PROVIDED HE/SHE DOES NOT DEVIATE rRp4 THECONDITIONSDETAILED ON DESIGNATION w/Fy. S(AFTER.S 4S1 (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONS,BLLJT,. B ALL SCREWS TO Of S7NNI ESS STEEL Jp1 OR Sib N51 SERIES OR CGRROS)OM RESISTANT COATED CAP.BON STEEL AS PER TAN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE (17N51pERE0 +NVAUD IF IJODiFIET,. 5 0 0 18 W/ SO In,. YIELD STRENGTH AND 90 b� TENSILE STRENGTH A STALL COMPLY W/ FLORIN Bull DING [ODE SECIILN 2411.3.J.a Ie a IC PROJECTS 5 PREPARED A . ) SITE SPEC HALL HE Ely iLOR) REGISTERED W ENGINEER �R HI 't ARC IECT WHICH WIL L H. BOtTs TO BE ASfY A-307 VMA GM 2E0 STEEL, OR AKI 301 SERIES STAINLESS STEEL. W'H 16 kL: MINIMUM NFlD STRENGTH BECOME THE ENGINEER Of RECORD FC O.R.) FOR THE PftWCCT AND wN0 WILL BE RESPONSIBLE FOR ,HE PROPER USE Of ME PC D. ENGINEER Of RECORD. ACTING A5 A DELEGATED ENGINEER TO ,HE P.E.D ENGINEER. SHALL. '0 ANCHORS 10 WALL SwUl HE AS FOLLOWS. SUBMIT i0 THIS UTTER THE SITE SPECIFIC DRAWINGS TOR RCiAEw (A) 91DLTyi�_P41lBLL' _:915-REEF (e) THIS P E.D. $HKL BUR THE DATE AND ORgINAt SUL AND SOAT,)RE Of THE PROFESSIONAL ENGNEER OF - iJ4Y TAPCON ANCHORS AS MANUFACTURED BY I T w BIXLDE%. INC (41N I'e-3192 ❑.a.,) RECORD THAT PREPARED T - 1/4" • X 7/8' CALK -IN ANCHORS. AS MANUFACTURED 8Y DEWAti INC. (41N. 1c-S000 ya') `6 S70R4 PNiEt. MANUFACTURER'S LABEL SHALL � LOCATED ON q READILY VISIBLE LOCATION 4T SORM PANEL :K - /14 -10 PAIELYATE FEMALE ,D A RANf:IMTE Py5 ANCHORS, ASMANUrAC7UREil ByEICO ,.ONSiRUC nGN PRODUCTS ACCORDANCE WITH SECTION 17099.1 OF 1101R+DA BUILDING CODE ONE LABEL SMALL BE PLACED FOR EVERY OPENING(Cc-J]50 P_ai) IABEUNC TO COMPLY WITH SECTION ,'J099.2 OF THE RORIOA LAJt1.pNG [ODE 41) MINIMUM EMBEDMENT OF TAPCON ANCHORS M10 POURED CONCRLIE SMALL BE 11/1' AND 2' FOR PAHELYATF fEt1Nf b A PANELMAtE PLVS, A2) MIN14VM EMBEDMENT Of 1//'/ Y 7/8' Ulk-M ANCHORS SMALL BE IS 7/11' INTO CONCRETE NO EMBEDMENT INTO ANY FlWyi MATERIAL SHALL BE PERMITTED 1/4• 41-20 SS SIDEWALK BOLTS USED SILL: BE LONG ENOV(7H(SNOUtD ANY F)NSM MATERIAL EXIST) i0 CNOAGE 3/a' IM1D ANCHORS. _,yMN-I-NrW� 4}) M CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, O7 PAVERS BE rOUNC ON 'HE EXISTING WALL OR "`'Nt^E'�,A„'T���%14i" ROOK, ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE••INC SUCH PAkE15. 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L -1 r AT P ,> C C (NCTeI � A�AN SCALE '/. •_,- PyATE, rirGJ1RCI) fU' ALTERNATIVE 1'rW BUILD -OUT MOUNTING SCALE ,/r-I, I INSTALLATION NES FLOOR TO CEILING MOUNTING INSTAL t1T1(TN ALTERNATIVE 4'W �INu'."Ns I Aa_ + - F:Ip '. SMOG Win L • . .GAnS �_ 1 uauN 3rrW . 5 6wOi: ' YLR N. PAY c SIEGE, WGUi: VENDERS 1� 6. „+,'..=.R'.^.I -``,.•`�'`\EP.1Q:.!��(/j�i;TERNATiVE -41 ..�1A1 n N• . W SOTS A DEN= JF HISS of fxw. 141.''•\\DEN$• F z FLORIDA BUILDING CODE (High VelocityHurricone Zone} I IOU IA 20 GAGE GALVANIZED STEEL S70RM PANEL `F SFI sF-EC FYA +Hn f- !K_MEITIS FCA I J Y SirN BAG ., iDv * . * � 9va+4r #. :I A5 PANE C'J1:NCC. TC 1WN.•. ('� JP • N W DALE.. IIl PG'A v6Vf P' cRET 4 �. R 2D4 F5 w .Au,YN TTPE L. - : �. FtaT OIII _ }' _- ___--` � / GLOBAL PROTECTION PRODUCTS, LLC. °' �2'° `� ' IL E C O INc NJn Eon m41WNarlgN a gFOolt4 ALTERNATIVE TE)P HEADER woOD FRS �' - c c 04' .•' �i T _ i •ex . N. 5' STRfn - sue+ �j\Q"'/'V�1!/L-U -1 I�T.0 . C«P«�6 CONPANT :;4'•Y. aL ]3]'• FHW IRn.Wee_,.4S, F 1.3.166V-en+ 20- 176 'IT: A E)O a_ N1+lcS G!. 91 1f 1?Atl .. AN. �+'+DITION t ANCHOR nPAT10N / nS7pN t'I `• ( •„» «:.•`„u +„ 1a_ , Af IQSV' -1 I.SIA.ITIO. - 1• ,DUD`` n4 . StNL ,/.' ''MINIM CA-Dr/Gn R r'"'I'"'♦' IIHI L� •.,E h+,TFR rRACxs ND' S•+U4+N 'CR ':I. A+IT+ f SEA/SIWT ..'11 . TAUT 11 PE SWAN . er re IXIMUM A.S.D. DESIGN PRESSURE RATING (cs.f,) AND CORRESPONDING 1/4, 3/4. 4/5, 5/5 A 6/5 IUM SINGLE PANEL, ) LENGTH "L" SCHEDULE ONLY FOR REGULAR STORM 2/4 I W/6, 2W/6, 3W/7 a 4W/7 ANCHORS (SEE SCHEDULE ON c INSTALLATION INTO POURED CONCRETE, CONCRETE BLOCK k WOOD (t) I: w x-.-- sNEE s a, ,o Al,) --'. � - SINGLE PANELS(I) L*dMgfniMM 31HGLE PANEL$ !11 IIESTR11NE0 AT FACILE I - a - a - - -- - 0 __-_- -- a ALIQP- BonoM END-VFTH TRACKS ,Y'.:i: fa�tj DS D.M., 20® . (3 , _� - - WITH TRACKS (3OR [B! y DIRECT MOUNTED AT EACH E40 __ _ _r__ ,- MAXIMUM PANEL LENGTH "L+" OR %-" (ft.) 0 ,MAXIMUM Aso CONCRETE 11 WOOD PRESSURE MEGON nNSTA{,ATIDNS t 200 I_, OT I] -0" -- Y30 --- IT-0_ I1.-6_.. J00 i t 6' 10 9-_ 330 10 Io' ,0-0' 40.0 I0-1- 9-4• _ 130 9 6• 8 9' 500 9 1• a''55.0 __.. a,-,. E a• w0 _ a-J- •. 7_7 050 6'-0• Y ♦' 700 ?'-a' 7-0'- _ - 750 . 7 1' II 800 -�- 7 a• 6 7• 83.0 --__ 7-9�... 6.s•- 90.0 ,I 6 2' 0.0 6 9' 6 0' - 1000 6 3' S ,I_ 103 0 6 J' - 3 9' .. -- -ii - - - naa _- s T . - --- -- 96 ---- - - -- S-S' MAXIMUM PANEL LENGTH 'Lt' OR %-" (ft.) 0 MAXMLM AS.D. CONCRETE A WOOD DFS F2i Pi✓f INSrA:yATONS t I) I STING 20.0 I♦'-♦' -17-t0 ,3-O'- 75.0 - i r--e IC-7' 10 -7' JOA _ 550 0•_f0 -D.-9• . -0_0 II 9 -7 •- _ _ 430 9'-I 8-7• 30.D II 8'-7' 55.0 e'-J 7'-9' 60.0 a -0 7-S• - 65.0 l'-6 7-.• - T 70.0 T- E -"•. 73.0 7 =1 6 -8' e0.0 7'-0 6 S' IRS 770 E-3'- 90.0 6'-9 6-,- 950 6-7 10- 100.0 6' _3 5 7' 105.0 .. 6' 3 5 -,' 0.0 - 5 _ 150 ♦ IO' MAXIMUM PANEL LENGTH MNIMU4 SEPARATION TO CLASS SCHEDULE AD WSPEED 4 17C - A I WIND SPEED > 170 m.oft (^) _ RAmRESTRAINED UNRESTEDI IUNRIES µTAR EµTRH DI RESTRAINED 30 OR LEES$ >35 TO 90 ,' j " B' 6 1/l' - _I I t/2' 7 Y I .- T- _ _ >90 10 145 _ _ ��_ 1-I- ,' i/2- 7 /2' 7 1/2' ®'®0`'�% I : ; I I I III 1I. 1 r I':. A - -"i 1 I - 0 W � PNBOLTED PFNEts eaTEo PANE s w/du-?o., 5 S. EAS BOLT W/ O EA. OVERLAP '(SEE SECTIONS AS - APFUGBtf) - I I (SEE SECTIONS AS APPLICABLE) a I II, '.. IIIII I m I: -. I - I iI I., I D_M.. 3 . 4). - I - . i.. a 10INl i p HOG. O - 1 0 '. O0' ® - 1ri111 - - 3, MAX T WIN 1/4, 3/4, 4/5. 5/5 k 6/5 1• "' 1VIVI 2W/6, 3W/7 A 4VI - -ANCHORS (SEf SCHEDULE ON SHEETS 9, iD A11) - REGULAR STORM PANEL J1? ELEVATION 2.687' To !/•' Aar GAF' F;I (MIN O.E%M .1 04ME VALLEY) `. 'U" 1. 5•x I. S' 'T I !; TRACK 6U'LD-CN TOP DIRECT I RI" ; I MOLE r ,RACK MOUN i HEADER � H FADER ANGLE iR,ACR w/5K R'SDF ttOSur¢S 11 DIRECT MIO ! 46• -.35' 55- I 32 , 32 r- 1 32 32' 32' _ --- 32' 1 35. 32'- t -:-- 1 42 55- .7' -----, 67' SO• , 36' 60 I So- 14' 60 ______ STUD ANGU -__ / _- - - 5 'r TRACK .���---'NNN$UILD-0N 'i ;ACM ANGLE f W SIDE CLOSURES -- SO _r S-._3i- _ - ; __ 1- l6. _-_-� 60' --� --t 56" --I 56. j ,. p 3V1-4-T Y - - 50-._ 12- 32' 38' Go. w- ?-- 1. WX. GAF .` ,; .SECTION A -AA -A ,' � - N. T.S. 13(1) L. MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN PDSETNE ASD. DESIGN LOAD. MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE A.S.O. DESIGN LOAD. (2) P-- ROCEDURE TO DETERMINE MAXIMUM PANEL LEARNT GIVEN A POSITIVE A.S.0. DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 'L•' 'ROM SCHEDULE. GIVEN A REGIME AS.D DESIGN LOAD. DETERMINE M LAMUY PANEL LENGTH 'L-' FROM SCHEII FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL TO THE MINIMUM DETERMINED PANEL LFNGM BETWEEN i.' AND 'L-' (3) SEE SCHEDULE BELOW FOR W94 PANEL LENGTH FOR POROSITY (ILVAIFCATION t INSTALLATIONS TWO 0000 ARE LIMBED TO T 95 Ast MAX. ASO. DESIGN PRESSURE RATING A B, ID A 11 FOR MAX ASD. DESIGN LOADS A MAX_ PANR LII FOR 0a Q`"', •SE(:�ID� EN SPACER 6 ' 15 USED `,- . �. f '•'� $ FLORIDA BUILDING CODE (Non High Velocity Nurricone Zone) * o. 44167 .. = O10'° arzsa "` 24 GAGE GALVANIZED STEEL STORM PANEL e TATEOF E - - _ -_.- Z (L ECOttic. \GLOBAL PROTECTION PRODUCTS. LLC. e2 T n ne2D Nm 2p). G �T ''•. 'G,� Fs,[, .- ORIOa X'4 '1 • /� Nu^2c> TAUT no. a EIIINLGelO CaIIPAHY r W.Y Lweas ol"Er" rwAQ"ti']3]'ila¢' 20-175 'P, S/ ',HA �k.. . •' 6\ ,1r'1' - '' NA .DUN yn,r - wF; :: ,5"e,1AMI O n 'G-a00ENo nwre (w)eef-r6M, FAT. (ww9-6Tn oRAA o Ho s WALrEs A TM,LLf Y.. PE FLORIDA N. 4 l I1111NN Al/9CNAnML/DArz - ] . to N N _--------,-- -M3 --- -- --- --- --------"------------ GGENERAL NOTES _j Nun FOR REMAIN! IIII Y; IC, IG ,A'SIv!Q_ Q".__MjM. SPECX;4 _tidAY,TT _G- Q.55_MIh_ 1 ' 61 STORM PANEL 'SHOWN ON THIS PRODUCT EVALI DOCUMENT CPED.I HAS BEEN VERIFIED FOR COMPUA+K-F n, ACCOPOANCE - 1 j:P TAPCON ANCHORS, AS MANUFACIURED BY I I W RUILDEA. INC I�rvre� I =WTN THE 2020 (7,h EDITION) OF THE ILOFNLM BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - +'4-ILI PANELMATE FEMALE IC AND PANEL WTE PLUS ANCHORS. AS MAkUFAC:LiRED B, ELCO '%ONSIRUEI'10N pl;nD lS VELOCITY HURRICANE ZONES (MWMMI-DADS / BRO'WARD COUNTIES) - 1,'4'0 LAG SCREWS PER NB.S I • t B DESIGN WIND LOADS Sl E DETERMINED AS PER SECTION 1609 OF 'HE ABOVE MENTIONED COL'IE tOF A BA54C WINL _ 7/If, P • 5/6' WOOD HUSHING. AS O;SRIBUIED ET All PQINI S(.RFw, BO'_T W 5F;.C(MTr IQ on P' T P FOR A 1R F S A< A H I r I WHERE STORM WILL BE N51 AND 0 E FC!ONA1T1 ACTOR SPEED EVJREC 6 THE 5GL ION UR PANEL ALLED. I y AND H P �\ A H - - r P KD=0 5 lJSIN ASC 7-16 AND MIALL NO fX * t MAAIMUM (.So) DES,CN RF>SURC Hal N S !N TCD N 5 CL-i ' !-+ INN' T R ' PENETRATION n .Mir 'K TAP f R' 4N F W (:n N. F ' 8 G E S QCO ) u GC V M LM H EADcJ _NE RA Oh ., WOOD . CCN PIi IRO S S11A1 BE ! t!1 0 ? FL E.A/4IE LL. rn •1HR ,' 17 I AMCANE , 3. 9 V _ A 6 NC _IMALL FEIAAE 0 n c ra$• IN "R 1 RIRv iH D QN .Ir!. N ULnWTE SIGN WIND Lai.7` P.ErERWNE� EF 0.5CE 7 16 SWVl RE (MOc VC E AB VE C C LT DE r C THE PENETRATION THE FT,AYE p THEM IN R T MP i,MMAX:1 YIMYJY THR EC OF :AC SCREW IMC Y,000 UNIT I'Z' IK` EPDF R- RAILING BY 4VITI T"`U EM FTT p6 OROC O -0 ARE _SF N/ MAX (AS END F THPLI BE G.O E OF E J^E TO ARE RATINGS DESICti PRESSURE RA70NC5 INDICAlEO fyN SHEET', 3. 9 /ARV 12 d 17, f8 PE nETFATAvI/ INTO ST'-JCCC Slat! 6E CONSIDERED A< PART i)P THE FCOV!RED THREADED PENETRATION INDICATED ,y WE OK STIES J C EA E IN R T VERIFY MA7 N THIS P n B RE [MDT R SCL` A 3% IN R c IN NIUNABLI CS.DE 0 VF ANCHORS 0 5 C .. A$ - - r.1 •N1 'T F A" TNT rH I 1N TH - WVN N TN P i I RM, IN _ - M M.,V OOC DISTANCE 0 L .. SCRIMS. U WUOU _ NL B£ AS ND UTEb > ORA L YStS SIRE FOR VAN L W U$EL`. IN THEIR ANN Y55 FAS [ ERS SPACING O WC)OU 1A5 B[C:N UITF NCD ) E 0 P DADS AS IY01 01) ACCJRDANLE WITH KIDS 2018 CA MINIMUM NIPAiI(xH LNG 5r!' r'4• R - H4,1 1/2' GN; NHNN STORM RANCH'S AUEOUACY FOR MPACT AND WTND RESISTANCE HAS BEEN VER1f1ED IN 4000ROANCE WITH SECTION ,6091 2 Of ) NU PE E OF wtrlm PUSH 0.l 9F `./6 ( R 20 SC EW5 USED S BE t R E)IS1 AND, '' MI MR W S WM ME ABOYT MENTIONED CODE AS 1>Eq AMERICAN TEST LAB 0• SOUTH iLORIDA DEPORTS /08+40`. -C,1 ANC 002, 9.02-09, 4 SHOULD STUCCO • M4UN ALL_ WI STUCCO,10 PER SSTD '2-99 A ASTM C 3W-02 STANDARDS. ANC' AANERICAN TESTING LAB SOUIH FLUq!fu' REPORT N1'23U,-t0 AS PER 17 C IN G THAt ppF ST 1 F PR 1: aN. - F VN 'N TN ,.- 5) 5f _ - STONE. V E AS COhCRt L�. •,E r n r T 0 W000 0 D v E _ IA5 20' AND iAs -203 MGrOCOLs. ANC AS PEN LALCI'L4.1DNS PERFORMED IN A..LMCV4+,( W/ SECTION '60. J HE a STRUCTURE j,-,t P E WAIT, ANCHORS SHALE 4E LOW, ENOUGH rU Rr„4L71 THE MN]i S1M/C1URE 9CYIN0 S'JCN rNNCtS F, nkrpA lTIi. DING CODE "n � N r la' 4 Nn N IN 4 AW; HC RAGE $ _. RE AS F 0 F. (.' L.2 A L 1 Q' A M H 1 `-T • ROPER ' 'N S- 0 N RWSF NOTEb1 W. SHEET 2 :_ AV 1 -4 EXTRUSIONS ,C HE 60h, a µ'IV AND, F k ,t l[ T E F 2 lDj ANCHORS S1aLL BE ,"SINLtO iOLDWN(, A.' '+ THE NEI:,iMMr HDAIIUNS ANC SPE CR i(:P,R)N5 (F ME ANCIIDR'S MAN JEAL'JREH c C 3 AL_ AJMINOM SHEET METAL USFV AT ::IOSURFS 5H 1. HAVE 3105-H14 ALLOY 9 PANELS MAY 4LS+C 6E tN$'Au.EO HURTtONTAL.T FIA_OVAHG ;NSTA•_IATKMN DETAILS SHC6MN ON SEi iK)N 1 iHR01 GN 6 ('HE-r_ 4 1 .3 4 AL. S tlL SHEEI META PANELS SHALE NAVE >ERIJCTURAI 4uAtTY STEEL, ASTM A-653 GRADE BC MINIV'OW C.-6O 11LVARIM, -HRgNH S) EXCEP THAT HCAOCRS®A® SMALL NOT RC USED Ca - STEP' UESW-NAIION W/FY= 92 2 AP (91FR RY.LEC) 9 1 S,iA! BE TNF 5E5pONS'I OF THE CONTRACTCF TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SMmER IS TO BE ATIT� IHc RF PROPER AV r11n F SHALL ATTACHED T K FRA ACNFC L a) RCI CR CHCWAGE ! _ $NU1TC S Au ONLY 8E A _ _C U CONCRETE BLOCK OR wD:,O 11E 'R -R Tt A I R T • Al A AS PEN Ih ` AL SCREW", TO AF SiNNtrss I J)a V 6 IS SERIES OR CORROSION AESSTAN COMET, +BON STEEL E U 9 _ STET B(ILGNGS 500, tl W/ 50 l,H rIE10 ,TAENr F! AND 90 W. TENSILE S_TIRENGnI U SHALL COMPLY W/ r! DRna GJt O1NG V7f SEC-TIJ N 2.1J 3.1 IG EACH REGULAR STOW GAIT, RIM- LENGTHS CAP 90' ,l; PER SECTIONS 1 2. 4. 5 6 AND ALTERNATIVES IW, 3W A - ON I SHEETS 1, 5, 6 A 7 RESPECTIVELY. SHALL HAVE A LEGIBIF AND READILY VISIBLE MARRING INSTRIJ TRW,. OWNER OR TENANT TO F BOi•S 71. BE AS)M A-507 GALVANIZED 'i IE-FL. ON ASI ICI SERIES S?ATI S,FFI, WITH 36 L>I MIWMUV YIELD STRENGTH SECUHE PANELS WRH APPLICABLE REINFORCEMENT DURING PERIODS OF NURRX%INE WARNING F AN G G CAPS O Wµt SHALL BE FS Ol l!wIS „ THE INS'A AT4-N ^ i`FiK"1CYN 'S i CA 1 r. A! U11 H ^t)MF" N Ni F - 4 WFnCH R MAIN Na -' TI U � ' fM7A'1 W"! E l .CN C /W L $H E L .LACE E LJN _. I THE P A _ BI/L_nNe 0 PREVENT WING' RN NTRIJSK,N / A r ( ) C, NTAA POY - 0!( fRR r I ,R n I i> ci - 1' N M N INDICATED IN •H P" T !' W r'NN': R fi N`I 1 •- i r T T I W .p D'R 'N,: 'M, "9 _ GRM 'AIVEL LNCTAIIA G SNAIL LCM. II'V SECS I .b IS PMW'HN - IS AN B�'L(W , ! _ .OJ.A 0 / P AF`CUN ANCHORS A5 MANIF. AC ED AS R,.. , �• 2 P a• ) E I TO -1 « • 1/P` CALK -IN ANCHORS, AS MN•IIFACIEINED P.Y DEIGN'INC „gCY✓IGED HY THE JIIR iGCT ON WHEAL PERMIT IS AP:`L'ED TO F E "'T 1 irr NT c P 7 1 I'P . 1'.` LO NUBS Ac LEIS RAU C. HY' NI RO LRFW �1.' A > FLaI CO ) SC SET ANC 'F P DOCUMENT FR ' } 0 11NR P 'V UATON .CURIE ! D FR .PAR THIS ENGINEER ' - TRIG AND 3. NC' :AI:JI N�rRMATXMi f CUUCT � w 00 (FED) 1 F EG B+ CN E L.EN- C DINE ) M-n r'r S0t30 .4-, ( o ) 'HE 'H P A n [., PR IT n I , 0 SITE 5GC C OJ CT WHERE .ND M;N A FROM PEC P P D i r F_ ('r ' 1 'R Eli N P '1 C C o E C 3 DEV1 TE E ,.-,n T F A 1 d AN M4i Ji AN NOR$ A5 MANJ A/UREU Br cL.) LENS U_ O PLOJC75 N ANFLW E Ell IE IC El E L 1 14'e AMA IN ANCI Rc Uf TJ T NO / l C NNL 10 _. AS MAN AC RED BY rEWA1 +-1 P I r "[ THIS p (61 CL1N•RA, OR TO 9I RES ONSRAF FCut THE SELECT J1. PURCHASE AND NSIµlA IGV «ICLLGN4 LIFE SAFETY � I_ ROC ' V • P 'JI H ' MCI N7 FROM 1H N' ' Tk `N TH!' '4 N' HASF.^. rxi THIS E D PaO DF0 k. SINE DOES G OF' ! f CONDrT 0 S .h LED J TxX.I E A 1' VN14UY EMBEDMENT ANCHORS ItiTO ROUn'EEI CJ,SHETE iHNL RF JJ:. ? r,•M FLCU PANEL W'C AVQ CONSTRICTION E7+E1 AT SITE IS iNE CONTRACTORS RESPONSIBILITY AL ANCIT , !/.' EDIT ZMMC NNLIN ANf,NCMS W MS PP!'Lit'f-' EVALUATION p} I.WEf:T MI BE COks"�nERF(J .NJµiD 'G M09'FlEE A2) CALY-IN A SOUD-SET ANCHOR'- SHALL BT EMEECDFC. 7/8' NIO THE POLNELI CONCRETE NO EPREDMCNT INTO STUCCO SHALL BE PERMITTED- 1/4- 0-20 SCREWS USG➢ SHALL BE 1 1; 2" LONG MINIMUM SHCXJLO SIUCC.' LYIS' (al SIrf, SPECIFIC PROJCC'S SHALL BE PPEFARED 6Y A Fi.ORtOA PEGSTERED ENGINEER OR ARCHITEC1 WfIC!, WL- SEI,ON: i•. I A i R TH - R w' W'0 H ANC ,' MINIMUM W l'- WITH NG 57!ICCC. AND MAY BE HEADED SCrf'WS U Pli BEADED _C C > EA['. N IN R R R ` FOR M Pq WHO WILL F FOR M A] /. E G EE 7F RECORD {E U 0 E O.EC7 U LL P.f RESPONSIBLE ) E OFokrs PVT WITH DUNG MOTS PROPER USE OF !HE • E D FJNGkEFA OF RECORD, ACTING AS A OE1.%CATER EHG+Hf.ER iO TFir . ° E D ENGINEEF, SHAE,. SUBMIT TO 'HIS LATTER THE SnE SPFCIFK DRAWINGS FOR RIMEw A Jj IN EASE THAT CAST STONE PRECAST CPREP.FTC PANELS PAVERS. STUCCO OR WOOD BOARDS RE FU ON iEF' I IH iH ' .1 .fl' SF A'., , fH F, c I IS r G TIP -IN ra Hihn 'N P PED SHALL BLEAR JA'L ANC ". KI 4N` SIGN R PA Kfa T ANIOORS _IHN.I PE TONG E TL RLN'M N > UCTLRf t# _ SJ_ PANELS , E A< .AL l L V E 'O _5-J I Ex WALL OR %f O-- OR L HEIR ,1S -I) ENGINEER OF RECORD THAT PREPARED IT AN: NORAGf SHALL !i& AS YENIn)NEU IN AT) AND IN A2). .A$iM_r_ 9P ,t SHUTTER MMUFACTUPEP'S LABE_ SHALL BE LOCATE,- ON A READILY Y31I LOCAII N AT STORM :.6; 'O_El!15T:NG 1_vtGREI+y.LOGSW:L . PANE SHUTTER IN ACCORDANCE WITH SECTION 17099.2 OF 'LORIDA 9L4Ln1NG CODE ONE LABEL - 1/4 a TAFCON ANCHUN_ AS MANUFAC'URIF, BY I T W RURIJEx, INC. SMALL BE PLACED FOR EVERY OPE„ING LASCLINr,, 10 I'.OMPLI OTTH SECTION 17099.3 OF THE - 1/4' e . 7/9' CALK ON ANCHORS, AS WNUFACNREU BY DFWµt, INC rLofHoA euiLD;NG CODE 114•A X 3/: SOLID-SE1 ANCHORS. AS MSTRIBUTEC,, BY ALL POINT SCREW. BOLT A SPECIALTY r ; - IIa TO VANE:WTE FEMALE IC AND PANEL.WTE PLUS ANCHORSA$ MAh'1JF'KTJRED BY ELCC CORSTRJLi ON PRp;]111111lIII,A . 1/4• f ZA14AC' NMLrN ANCHORS 45 MMUFACT,,REC, BY DEWATINC !%w�k A,•jI���Ar. I •''. B' -! MN:MLw EMBEDMENT UE TAP: UM ANCHORS- FLrO FMIFLNATF AID ZAMAC NALIN 4N'CMDR, INTO THE Qe`H�'t� \DEN I 4 S '•.'9 - FLORIDA BUILDING CODE (Non High VWIocitHurricane Zone BLOCK ::NEE SHALL OF , 1ja' `y`w • II pA ,44 67 = ..� "ILO "E 24 GAGE GALVANIZED STEEL STORM PANEL 91) CALK IN A 5OLD-SFT NNCNCIRS Sriµ_ BE EMBEDDED '/B- INTO -HE CONCRETE BLOCK UNIT NO `�'yDaEN1 _ oAAA+m �---- - A� �_� STUC("O %ULLI BE PERMITTED 1/4- a-20 SCREWS USED SHALL W ' '/2- LONG N'NIMI14 S^OJIt' ITOT.tV f„ISi * '..� __�.1, ----- n/v/loI° ^ - '' 1 L� , 'GLOBAL PROTECTION PRODUCTS, LLC... , '.1•rt AND !' uNlMuu ,OR WALLS wm! No 'TL'Cco "a `. STATE fe., _ '• .ea D.. A stein B.`1 IN SASE MAt FREU:iT STONE. OR PRECIS' CONCAET-L PAHEIS. STU COO OP WOOD BOARDS aE VOL,v -'�ORI''- "'?✓ 'I'•lN FE:SIwO A [fW1N�p,ANe cOMPA 9q.,E, H. JIN "' y G+w n M!r 2D-175 RFACH 'HE PA I ' " P. ExIST'NG WALL ANCHORS SHALL RE L046 FRI TO MAN S7E?UCtURF RE1i:ND SUCH :/ , 1 a (x!).•I_,pTe MAW IwjFeF-T4m tr.)mF-F7E•, J111.41+Ir Ire 4NCNrJLAr,E SHµl BE AS MENnONEO IN 8' AND IN 82) 'i>%;,S�NNAL _ H-„•'yF"`T`*,t/o"E WNTCa A n°L'rt!..�P[ m„-IA /n. It nM+T , a I. DA':A .It, - --------'---.. --" _. ._. --- INSTALLATION DETAILS FOR REGULAR PANEL j INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES Q(IST!FHG POURED CONCRETE EXISTING POURED CONCRETE 1 fM cOHGRETE BLOCK OR CONCRETE BLOCK I J RE.rJ-Rc". ;/.)., REQUIRED. ; CONCRETE ANCHORS CONCRETE ANCHORS .- I (SEE SLMDULE ON.. _ (SEE SC14WLE ON F_: G POURED �•. 17-STIN 1 SHEETS 9 tHRO,lCAi 10 SHEETS 9 THROUGH C 4 •1 $ ) i,? 4 1 - , CONCRETE - BOR - , LOCK .�'� I AONC�E BLOCK /3l ,/.•.- ` .A// s r6TI HVO ears _. CONCRETE ANCH0/1511 i' I'(SEE SCHEDULE ON - I 1EC 1 I E D SHEETS 9 THROIAi 10) �'-1h I 1 1ii j( ' EW v- i 1 `•(1`) f Fol I .I i I- 1' 1 ! I i 1 1 - 'I• ", I 1SSsan'r,® E "', t - ! 11i$.reane1 ED 1 1 I SCPARATMrI a u O.ENA R SEPARATION ' 4 M. . 1 I (m r01 AVel I r DbE rp, s 1 I ( 1I 11 I 1 uAa• m0r s-d1 1 F IdnN ass >�), EXISTING I� (SEE SCHEDULE ! f5ff SCHEDULE ( I E 4oA11 CLA55 ON SHEET ]) -- 1 1 ON SHEET S) NLM 1 , PANLL LF. R , ''-' I (SEE SC14EDUI° II - I f "i ylln IWn. SEPAM111XV i 1 t' MaA 1 I OR SHEET 3) B I ( PANNE LENGTH TO GLASS 1 1 PANE, LENGTH -1 (SEE SC,EUULE (5 1 I O I 1 ! (SEE SCHEDULE L ANCHORS I CONCRETE S SCME CE DLILE 1 I r t � ON 1 ON A"A� 1) ON SHEET 3) (SCE SCHEDULE ! , 1 � I � II I I ON SHEET 1) L SHEETS 9 IHFOUGH IDA ,1i I I I 1 I R I F 1 . O`Sox EX,STILT JI 1 s 1,' EGuss cy I %. _ i MAX I ! GLASS .1 E 50t 1 f .•� 141 I I I T OF i' I ' ED `-� SS•~2o.,iM sa15 ) (' i $ I I ( Kv , !p• o r.. I I MA`X 1 1 .. 11 )N I I I ! I I r' 1 - I 1 C D + � ED. I I 0 I I ! h; I `isA 1 1 CONCRIM OR EA SITNG 0 1 `O 11-1/2- O C + ( I �(A5 APPUCABLEI , ,u r 9iP .VO ' CONCRETE BLOCN CONCRETE ANCM)RS 1 I - J - 1 I I (SEE SCHEDULE ON s --I ' - 4Q -it, - ,n_ `^''I�m u NHS /°III REOL-RED. :f' -t + - , Min _ • ,2 1n' oC SNEETS 9 THROUGH To) I ALTERNATE W/ ®ONLY WNEN SOLID .. • 1' LEG LOCATION SETA CALK -IN ANCHORS . r _ !� I� ARE USED A W/ C]A WHEN EXISTING POURED CONCRETE ,t PANEUAATES ANC OR CONCRETE BLOCK µTELNATE CONCRETE DUSrNG POURED CONCRETE REQUIRED. CONCRETE ANC•tOg3 ARE USED ANCHORS OR CONCRETE BLOCK REWIRED STAGGERED W/ STUD (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SNEETS 9 THROUGH 10) SCALE 3/5-1- SCALESCALE 3/e-I' fA,,01,1111110,N .~` R A. TJ( fe� ' ' .of \GEMS :`'.'% FLORIDA BUILDING CODE (Non High Velocjfy Hurricane Zone) : 0, 44167 '• _ o3D'p R "c 24 GAGE GALVANIZED STEEL STORM PANEL �,,,"I'V r�' QTi FOR ��(NATION OF SECTIONS 2 '} : `- - E.D. -EDGE DISTANCE ''I GLOBAL PROTECTION PRODUCTS, LLC. 01/;:Are'° = '. STATE OF1 '.• - _`--_ -- / 1 L E C O 1 - cc Nc N (SEE SCHEDULE O TOP A BOTTOM MOUNTINGS CAN BE '-_ _ 4m0 Se. 51 STRCL'T G r -'. f P T1111T TESTRq a EEINNo aa-, SHEETS 9 10) ANY TO ANY - F' IORiO '' D`A'• rt " A COMBINED IN WAY SUIT .. - r -wear. n .I. IdeR Wn7 INSTALLATION. 'ryAFj ' -''(7\ �1.K{Td- W,•- UsH ar 'v®e I w] _- PHONES DI.XWo-7s.5. 1. (16. 20- 175 "" -G-aG06T,f a OR..eIG r oo1111A M TPRE/1 xIYALIIR A tun Jr, PE /P eLn 4 OI ,e M1 7 . LU W a r- O Cj C"1 m LIN! L4_ x a O N t O t0 N Y a2 y.C+ 67 c =c Q .. m a2 -0 C3 C Wf� O r-a_= �- C O O f^^,,A ^W W Co a) C N Q Q C O -0 O C .Cm CO U -0 �/ 0- � C = `v U O � -0 /��� V/ .IQ L - S.� O N C) O ICU EV 0Co i}- Co • En a\'L O 0- v` Z ,4_ _L •C VJ Q L I A r INSTALLATION DETAILS FOR REGULAR PANEL'1 `I 1 INSTALLATION DETAILS FOR REGULAR PANEL __ I __._ \1 % - INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES INSTALLATION DETAILS FOR REGULAR PANEL ;1 INTO WOOD ' WOOD ANC'40R5 T 1 Yr T-- "T- , _ ALTERNATE CONCRETE ) ` 1 SEPARATION + 1 , ', -- _ + TD SLASH 1 - - - ANCHORS LOOT Oro I _ (SEE SCHEDULE ON l (SEE SCHEDULE ".1. I.H.- S 1 ` +^'` I/PF-2p.r' 1 1 l� ALTERNATE LEG SHEET I I - l3 sr g,.E!p rep4eac 1 ON SNEf 3) 1 I p 1A%&. A•KB• (Urn.) EXISTING WOOD - --., - LOCATION ANCRETE ANCHORS (SEE SCHEDULE ON EXISTING PONIED CONCRETE I NEy i I. [ (m - RVq BEAM REWIRED. STRUCTURAL - EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) -- I I - - 1 (SEE SCHEDULE ON OR CONCRETE BLOCK OR CON 8_OCK REOVRED. T If --- T I I IyCw, agr 7-f) BEAM TO OF EXISTING WOOD I Cn ,}J SHEETS 9 THROUGH 10) " REOUIREO _ -T I i i 7' LMR.ENGTH REAM TO BE CERTIFIEENGINEER BY :EQ -- EL - _JILTERNATE LEG �I::i , ._ _ I I EXL511 I- I PANEL LENGTH REGISTERED ENG),$ER OR / 1i o, L EXISTING POURED - ED ;-1 .� { ". , ; - LOGiION CONCRETE D ANCHORS - WWil HFMEP ,' - 1 - - 1 ( R ' I 1 ($Ef. SCNEDUU } 1 CONCRETE REQUIRED J% V " �` REOUIRED T I• Z' WOOD SCHEDULE t _ { i GU55 ARCHITECT PINATA TO SNUnER 11 �., I SHEETS 9 MA uGH 101-": ',I: I /4. (SEE SCHEDULE ON 1 1 I - �. I ON SHEET , FOR NSTALLATON. WOOD ANCHORS ALTERNATE WOIX) ANCHORS )`^r-- _ 1' Y'm. - /B - - 4' , 'F.,✓.-. An. - . • 1' rG W6.4P OFPD -' i E _ ED _- ED %r• }, `.• a MAX,, ) _ r. - I S� SPACER (SEC SCHEDULE ON (SEE SCiEWIF ON i 1//N.r ,�`', , y (i Oj II, .,- - TB. sGEw NM / I ( -- ' .L:A _ - OT rJll� ILK- HeAo } A SHEET 11 ! 1 t [[1 -• (.. I,/.- .� m m- 1 7" ,/?' H, a' '1/2•, O L✓--� SPACER , i IS 'C SHEET I1) SHEET „) 1• 1 >'/' f1Es,L �'s�rr/"'Tan ... MAX 1.I I/.. -,• 5S - ./ Art /,'• - W+1[ _-T I , ( L NGTH t 1 ! ,yp t"I I I." I/2' a 12 ,/2' oc 1 T-T - I CONCRETE ANCHORS , • '7 'R- o.c CD I - 1 i i . WOOD HEADER ..-I _ I I _ EO , 1 _ I/.• I r -. (SEC SCHEDULE ON ,r-' j,� _ I 2 I' I REQUIRED ) , 7' I I I, I =---- I I I -rL - ' MAX. WOOD HEADER 1 1'2' it - - I� ^ 1 1 -_TI ... 1 1 ' f" (1 EO 11 - _ L��I ' CUSS fi I/8) I - _ I r - I I '�. . I , 5 • i f%.'TOOL[ , 1 V - I FD r ifI ! W•f /: Oc ED 7`YaK. _. __ Mm 1 4br I 1 -` i .? C 3 - _ I 4 1 _ --- REQUIRED ! 11 I 4 2p,•1ISHEETS a rHROUG'• 10) /N'f-2d11 I PANE UNGTH 1 ! __ ! ( �,- R,•9tia ii 'Wilo can I I 1 1 1 t' MAX. LONG ALMINUM SPACERS O 12 I/?• 1 I w00C ANCHORS _ -j.. I 2' 1 1 LTIISTI ! ED 1 1 (SEE SCHEDULE _ �_- I ( _ i ® 1 1 (SEE SCHEWU ON Yin. I + ,' t GLA55 I ; (1_; 1 I _� 1 _ ON SHEET 3 Min i �. i ri 1` I E SEE (NOTE. "BELOW FORLWIITailpliS FOA ( 1 SHEET 1,) - 1 I 1 _I i I N1-2o.I• F �3t- ';1 j N°n. T FOR $PACER 4 1 j 1_! i I e / 1 EPARARDN O WK,E 1 I t SCPAMnON (� ' A SCNEDtI I s o AUTIGN 'l" MAY I I 'L• MAX. I.. I 1/2- LONG SLEEVES. IS T I �- t_ t, -. .1 11 i , 0 i R I 1 p p�o,E ,w'® 1 I t L 70 GLASS. 1 {..- 1G GLASS - I jj PANE_ LENGTH 1 t PANEL LEhKU 1 -� GIASS.(SET , _ 1 I hn ( (In iO. IMrl1 t101N 10 GLA55 I ♦-In.,' (SEE SCHEDULE + 1/:.-zo.'• ON SO ETS 1 (SCE SCHED t I I (SEF SCHEDULE ! I 'i (SEE SCNfOUIF -! I SCHEDULE I ,/:«-2e.1• _ , I , I I 1 �y I I IDmIi ill Y.w') I ti3 wLTs r i ON SNECT 1 I At A i _ PANEL ANTE FE1 ID ff PANEL WEE ) - 1 r O 65 can r SPACER � ON 511E[I 3j 1 E INN 31,CCT 3) l ) t ON SHEET S) t ON SHE FT ] Sr !GLIS «,(j( 1 Mrn. 5[PARATON TO CUSS. 1 l/ 1 f , - " ( : { - f SCHEDULE Ok SHEET 3 1 1/•'« 2mI• 'i NAX PAHEI LENGTH -I SEE %tKDUIF ON I ,c�u a � l' 4ox. I V 1 1 A 4 awnR I 1 1 1 SS DC 3 W t,(?1 i I FLUS (SEE $CEIEDULC Or, $HCET 11) i 1 _ i EVE °CIA , can e I I tY 111 ) 45wTH am ram') 1 t rw olwsP 1 u,n I t I I U7m,+ aw 'r�'I A u arwLv SHEET 3) VTLT, a4W Y-dl PANEL LENGTH ( 1 1 A. rcs nva 1 I I F I NOt wII .L LIU M ) I X I ( (SEC Sf.NEWt[. I 1 + T i 1 I '© PANEL tFNGr!I 1 ((LH rT6 PAL i SEPARATION 1 1 i (IH Irn om r (SEE SCHEDULE WTI. i 1 ON SHFF1 3) ' I (SEE SCHEDULE Ex15Tl 1 ) : e I 1 I 1 IOIaH aal r-� EXISTING 1 t0 GLASS I 5 _ 2'x.' WOOD 1 • I 1 (PANEL LENGTH + MrerK pp11y) INN SHEET 3) tx tl Ex15D - NG-✓I 1 x:S71NG _ SEE SCHEDULE EXISirNO SEPARATISM/ 1 \�[�®( I ON SHEET S) CLASS 1 I� ! A GLASS 1 _ I € PLATE REQUIRED 1 1 --") I 'I TO GLASS. I [ 1 7 I �S F 1 1 �'.,. I GLASS 1 W ) - _ V ON SHEET 1) �IIA� r(SE[ SCL45S I(SEE SCHEDULE - _- - N - . _! -1 1 S1*ET J I 9- i, 1 j ._ 1 , e DIRECT MOUNT W/ SPACER (4A + 9 J- r I ;50%' X i 1 I 1 I ! -I i I !, 1 ON SHEET 3) I OF L. 1 I t (, i OF L _ 91 iERNATIYE 2W' 1 ; - Q Y I 1 - 1 t ' 1 i •. 1 1 I 1 1� 1 .1 1 1 50% 1 I MAX r 1 f MAX 1 ' 1 I i ) L 1 `' - t j f 1 5A SCAR 1/B-, ` t ! 1 I 1 4. "� . Dr L• t - I 1 1 I F _ O, 2 / O C SE A - �� 4Ax. I 4-) 1 ' 1 TI E D � I I MAX. A5.D OE-WN LOADS FOR THIS INSTALLATION. MAX 1 1 soS + L11,11 10 T2 t/2. O.C. • -.. i I 507E -- I e I 2' F TABLE ft ON SF1EE7 1' FOR MAX PANEL LENGTHS I I(OG 'L• E- N r � - i I ,� 4}r�F D SPACE I F.DNCN 1 t O� 1 I 1 Qr y• 0 I f I 1 .� 4 �) � 1 � -� ' � U 1 ,n•1. 1 1' I _I i It 15' WA ,) �--,-,, E e i i I - 7 1 1 0 :2 1/2• D.0 CQ - 1` I i- -- 1 ' god' ---'IS_ rS I 1:- ' , t•- -) 1 T 12 1 2- 0 L _, _ -L-_i1 ! Ls HEAn bars [ --- _ 1 { ! - f « e 1 1/.• 0c , ( _ __ ._ ALLOWE , CONCRETE ANCHORS ' CONCRETE ANCNORS -1" (I L_�1 J Ex��xJURED : W OA (SEE SC-EDULL ON 4; (SEE SCHEDULE ON -_ + , 1 I - - I/4• M.I H I 1 1 iL I D ' C") 1/2' 1 F.O i NO FINISFHI I i - C LOGE 01 AL SLAB S-EETS 9 THRG,IGH 101 -' SHEETS 9 •HROVGN 10) 'M ," 2 ,/B' LONG NAx. ALUMINUM CO ILLI -_I I I_- STAGGERED w/ STUD Y n[Ao San ,. ... , WOOD AtI/:HOR$ * ]It ItSiII: 14 REWIRED _ _ (AT CONDIIX)N) t. SPACERS O 6 1/4. O.C. VAUD FOR ' I YAW M WAY H 3/•' I EXISTING PoVfLFO Cd+CAF1E ALL DC54N LOADS AND PANEL l --L- -t--- --� ., _ _ i I' (SEE SCHEDULE ON 11n• IRRo s� 1 EC REQUIRED -L- -�' . -.. -.. _.-___. - .. _.- I I SHEET i t I (1) WSTAL APON 6 LAMMED TO A ONE S BUILDING$ III IS-O• DECK *DOD 2'.4' W000 PLATE •� ! e f I . OR CONCRETE BLOCK EXISTING POURED CONCRETE IFHCiHS PEA SHEET 3 i `� ) REQUIRED I !!'COD ANCHORS I O .: OR CONCRETE BLOCK 2'Y4' WOOD I { WOOD ANCHORS CONCRETE ANCHORS REQUIRED. *NOTE, MAX ss; ROM ojm n, B A RDTeCTON TRW ANY MAX. LONG ALUMINUM SPACERS a -1 BIADf.0 ,FAr9n CUMD/ILY IIOHGVED W 9QT 11 ). RrolRr� 'PLATE REQUIRED � wooD ANGnoRs (SEE SCNIEMXE ON - _ E D 12 1/2 0C. (SEE TABLE iI ON r• I SnwArW m GLASS omCAED i 2'.4, *00/ _ % ' i (SEE scHEOULE ON SHEETS 9 THROUGH010) a J I.•.. STAGGERED W/ STUD - i I SHEET 171 SHEETS 9 A 10) W SHIER 3 wr eE REDUCED To ,/.• AS I PLATE RFOUIRED (T) AIw110R6 ooINc i1fIV ,:OHroAENi Y OAN0. wiF FEMALE ro aR (SEE SCHEDULE ON 3 4 tI SrffE? ill ! (SEE SCHEDULE ON I UNAG AS TILE FOLLOIAIO coww"ONS ARE �. I PAm .H.TL PLUS) ANAL 9E SPIIaA YAe„AN AT 6 Tie QC. i - !-. . ' 1 SHEET 11, I fg11PLF.0 e"H, �T IT MSTRCROM .Ra. 12 1/2' O.c SMGNG Atom ON 2' Min.- 11 ^'� W NTINGCEILING AN MOUNTING WALL MOUNTING f DIRECT MOUNT W/SPACERS OR I U) ,MMwo sAs�GE (s) 44 z. GAGE w.61 n nH 6 Mmo ro w A Nn aFuvFc I - - ! ■ SECTION 6 (2) NApAr aoNel PANn LENGTH 6 OKI 6 A R6,RICTlw TRW LARGER PALL LENGTHS NLDRED W SCAT 3/e„• S('Alf 3/6-" SCALE 3/B.1' - ,2• W LL M� OUNTING /DIRECT MOUNT � I') I CEIUNG AND FLOOR MOUNTING BUILD -OUT MOUNTING i� WALL MOUNTING (3) STOW PANEL INTIMLLAiW 6 ONLY ALTERNATIVE 2W (+) I I/Y %G SPACER caNeoNCN MA SHALL ec As YIOMAIED W ALTERNATIVE 1 W Rno w DmT 6 woo RAMC eM L SCALE 3/B-l' SLEET 2 R6TNfATXN or t 1/7 Law SPA,:m eA ITS r]MAr ALTERNATIVE 3W ALTERNATIVE 4W 1 VIVA FOR WINO 20.1a 1. 2 AD 3 AS OErOtM M ASN I SCALE 3/8.1- I00 SR J/B.!' E.) INgAUAtON vALO DULY r1X1 WnID I -IN{ STMOD AND tw Zeno (NN IaTON) OF THE ROAM), NN411 .1111 N,A SCALE 3/8-1- L zoN6 L 2 e 3 PER MS1M [ B1uDIW CODE 1 `�R A. 7!( "P Y,MHHN/11 THEE Ilea-06. .y1Hf41111 a�!.••••••• •..�%✓% �+&';�EF A: Tkj 11+1,Z ---- - -. -" ---- - -... a+` F A. T!( ✓ - --- --- NFltFc $ T \DENS srZ1 i W cE......... F '. • 11": ",\CENSF '•,'9 Z FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone HOBS. A(t �,r'' V,\CENfF' ... $ FLORIDA BUILDING CODE Non HI h Veloci Hurricane Zone NOTU =GR COMBINAT QN OF ^T o•N�: - No. 14167 --s,! _ q ,k FLORIDA BUILDING LODE (Mon High Velocity Hurricane Zone t . I INSTALLATION ARE ONLY VALID FOR MAX A S C 0. 44167 oKGRT TXTYXG. Iec. CO. I. INSTALLATION ARE ONLY VAVD FOR MAX, AS.O = oaao"TEE(I, ENE. FP. TOP A BOTTOM MOUNTINGS CAN BE �*_ --, Wc. r.P. Q 24 GAGE GALVANIZED STEEL STORM PANEL IxuWN S,. N9TE�AB_CBM61m1Qh-QE...�C11D115 DESIGN PRESSURE RATrNG (Ps.') AND PA.vEL LENGTHS No. 44167 24 GAGE GALVANIZED STEEL STORM PANEL B,. DESIGN PRESSURE RATING (IT.5J) AND PANEL LENGTHS $-q STATE OF 24 GAGE GALVANIZED STEEL STORM PANEL Sr. FOR COMBINATION III = * ''• * ' * whT/mre TOP A 901TOM MOUNtINCS CAN BE AS PER SCHEDULES ON SHEET 3 (E%CEPi FOR *) - COMBINED MANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 P•'' • C - _ 1. NOTE QF SECiItHw _ - ; ;` q• * '*= \• nn7/»m INSTALLATION 2 FOR NEW WOOD FRAME CONSTRUCTION: WEJOO 'per' f1ORr r_._ e7/w/Yom Z 4C - ED. EDGE DISTANCE - •o'• STATE Oil.= - / GLOBAL PROTECTION PRODUCTS, LLC. .m COMBINED IN ANY WA'/ TO SUN' ANY ALTERNATE 2W') STATE OF- .y ,/ GLOBAL. PROTECTION PRODUCTS, LLC. F _' - . /' 1L E C O INe. \\ GLOBAL PROTECTION PRODUCTS. LTC. arz .y �1L E C O NNE: I , _ , 1�L E-C O IMe. \ wrz MEMBER$ TO BE SOUTHERN PINE No 2, W/ SPECIFIC '.,, (SEE SCHEDULE ON lOF A BOTTOM MOUNTINGS CMI RE p f p roe SW 51 SIX¢r INSIALLA'tON a O f = 4em S-e 5, 6TIWfT ./O C� Neoo S.W. $1 STILT Z L, /• i0R10 �:_ TINT ,Veto a E..9r.Qa1.10 -- DIME rL 3331♦ R ; �•'- 10R10�• / 1WJT I«q a doNUR,Nw Cowan CAME R .11)M DENSITY OF D.55 OR EOl1AL. NAIL S• Tour T2311NOY Rxw cw�nNr INNING rL 333,N SHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY �. Ai• a r xa MAW_ Mora n v'r 2. FOR NEW WOOD FRAME CON_TRUCTION: WOOD lw'L-` -.. r _ W+r _,, .. "INNHM,NI,`' I 20-175 aV �'> W-N -m-- - taW uI_.v` '+oE IwpeR-Te.s_ rAc (vD.}ew-6m 20-175 ( ,tl�'f ,�'n._. . 20-) 75 INSTALLATION. '�Pyi lO ...• fit: A •-••+, rw r Dw«PM:. MEMBERS TJ BE SOUTHERN PINE No 2. W/ SPECIFIC S'laut, EN •� / raew n PI,aNt (w)s �T5N5. TAX (wlfw-6rR7 1 DKNNNR - _ w.. imi n�m �(sy n,_,SN 1Y Prank (wH•R-TW. FAA r95•Hso-nn l; 1 G-0OOn1f DENSITY OF 0.55 OR EQUAL. 'NENNtIQ[mWimim.w. uR/OA[- G-t •ITR of 8VL/4GH.il:rs/GR cA- Ho T R Jr..i aP rA-,4 Nm IM[n D a ,$ __. -__ __._ _ MAoa TALK M.. 0 L Prt1 fIELI 6 ale YLTCR a 11LL11 N.,, PS fI1Q1 i D< to _t NtRO 1S" wAm eALa. A iLli Pr 1� --' - (Z SHEET NO. S H 1.3. I I I L -'- I -_I Lr 1T..1, 0.'t,l►wT�„'�S.LI'liL"l. '1..' �� (, .rr. _L.I _ I _I _(Irl END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL .,SYSTEMS It1 (_ •_ 1 ,, 3, OR CONCRETE 91.0v, oR :©.�f17 •® •. 1 O, 1' WOOD FRAME 7' . 093" 311Jy H-14 OR $VARIES i ® & oF0"NFD 0063-i6 N1fri L'ONT ALWF NAGLE tint., /.•.. t ]/i - IMCON a 12' G.C.T _RID) CONCRETE. GO MN BLOC% OR 2'.4'' *000 FRAME POURED CONCRETE. t � 1 1/a:. , 3/1' TAPCON BLOCK a. ANOHOR 12. OC 2 1/2- REQUIRED cONCREn O I �' IL p.: 2'.4' WOOD EIA IME 1 `OPj ,,,1 Min. -f AM*, REQURED if _ J ' -,CN NMN[L y/ L4n 1-. 1, ANCHOR I 2' . ]' . .055' TO IALtTPwATE LEG LOCATON •.�-/� • 12. OC VARIES OR SANG 1 A W f L OR Oe0' JtM H,r SHEET POURED CONCRETE. CONCRETT `�--'-- HEAR PUT BLOCII OP 2'.4' WOOp FRAME I 7t05.. N14 dP COAT A.UM. alifAL %i V.. LAP op' to 12 Jt05-HTI Ole 606S-T6 -0,w/.PCKVU, wClnl Nun ANGEL CASE A (PLANT CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4"-," SCALE 1/a•-t' SEALE t/4•.,- SCALE 1/4- f 1 SOU D-SET Lye CAix-m I I. E •Y[ (��\j� {y15 M ELAN PANELMATF 1 f '\J. Q(: CONCAETEC Stock FOP, BOTTOM OR PAlft-11 I-5 (SQ '\ ,`-t •�'7 •® 1 SX POURED roNeRC1E, _ (DUN PANEL CONCRETE BLCIC'It OR '-. VANES t 'mot %�/a��� O, OR 2•e4' w000 S,DES OF oPEN1NG 5CNE0.1lE OI1 SNEflS 9.• OVERLAP BEYOND 2' 4" AGOG ARM[ Y Rim t I 04 & � FRAME NEOURED AS APRJCMLE C • 10 OPENING M0T1) POURED CONCRETE, CONCRETE REOURCD •_ 81DCK OR 2•.4' WOOD rRANE " 1 REQUIRED ' N I -- J � F/ \ (//�, `/jay) ' V ' '-'' v 1 : BEM• w/-CNONED FRONT 4 VAR IES I 5 LIES I REAR FLAT FLANGES PARALLEL TO RIµL (MVRR CUT ENO PANCU] X - BO DISTANCE �-•C-1----- t iRAo, -_-. .l I (TN.) � t CASE G (PLAN) -,,..: SCALE 1/4•.I• W[MM ••' K; .Hilo, ark-\`E�•,.••,C!/r'4, Nur•.•D.0 �;' ICEN ✓9k VA. TO FOR 04RECT MOUNT INSTALLATION ONLY & �._.. ...— �' $F '.• CERTFFIFD PANEL INSTALLATION AT WALLS Wj = No. 44167 SU Rr ACE LEVEi VARIATIONS WITHIN 3/4' ? * i ? FLORIDA BUILDING CODE Non High Velocity Hurricane Zone CASE E (PLAN) CASE F (PLANS = F �; Nam. AIEM. ND ,.P. = 9 PANEL 24 GAGE GALVANIZED STEEL STORM SCALE 1/4--1' SCALE aeARw er E C Q '', GLOBAL PROTECTION PRODUCTS. LLC. ��J�1010 IL INS `nun W!I TEsreta • :" COMPANY ,J51%ti ..,. I. ate).t ,m F- R„X n -,AH P,HpIL (N31)ItR-Fsw. IA (a )WR 7.7 20-175 rla PC YA/9TYwURE(p.T G-Dm.)1. . wATFR A nut R. PE - ^� RFRn a a 1► w1e7 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL l j', INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL TOINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7) MAX. AS 0. MAXIMUM ANCHORS SPACING FOR E.D. - A5 SHOWN ON SHEETS 5 AT 7 APPLICABLE MAXIMUM DESIGN PRESSURE TO PANEL LENGTH RATING TAPCON LAG SCREW PANELMATE PANELIMTE WOW BUSHING �TUR�NAITIVA>n'E COMB 1' (Pd f) FEMALE (D PLUS OF THEM (n,) 13' 3 13 13 +3. Ito (TOP) 13' _ 13 1J-_- __ - 3 _ -- --1 JL _.- Ir (BDT10M) (TOP) 6 1/2- 6 1/2- ,/2- 6 1/2- 6 /2 _ ...,. _6 12 1/2' - e 1/4 2w (WIT •1 5'-0' B 8' B' B' - __(TOT') OR LESS B- 6- B 6' 3W (RorTOM) 13" IJ• W (TOP) -4 45 5 _ 13' _... - 13 1 J 13' 3 IW BOTTOM (Borrow) 1S LESS 13- 13 13' 1J- B t/2 _.. r (TL1P) t3' 17 •J' 3' 6' - IW (BOTTOM) 6 1/2* _._ 6 112 6 112' 6. I/2' 6 1/7 (TOP) - 8 1J. It/T' 6 '/1 (ifOTT. •) TC 4 1 j2 _ 1 __ - 14'-4' 4 '/1 - 1/2: - - - 7 .-- 7'--- - _ _ ]W (BOrT°M) TO ,/2 J9 t/2' t2' _— 1-_ It 13• _.tJ - ._ -, 3' - 13'---1 B 112' sw (BOTTOM) • SEE TABLE 11 FOR M14)f. A.S.D. DESIGN LOADS & VAX. PANEL LENGTHS WHEN SPACER §�' IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX A.S.D. MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SWEETS 6 & 7 APPLICABLE MAXIMUM DESIGN PRESSURE TO �a, - PANEL LET(GTH RATING TAPCON lA,f. SCREW PANELIMTE D _ P PLUS WOOD BUSHING COMBINATION l (P.s-t) OF THEM (It.) IJ- 13' 3' 13- __'S• - _ 13. - iw (TIP) 13- _ 13. 13' - g' tw (BOTTOM) b 1�' 6 t/7' t 6 /2 '_ - 6 /Z - ____.OP - 8 '/2' - TOP) 12 1/2 61/c •)' 2Y1(sort. 5'-0' .. 7_ _ 1 '/Z _ - a .. _ B. _ 3W (TOP) . OR LESS _. 1 1/2' B' B' B" _ ,3' _ ,3' 13' _.. 13' -_ 13 rl pDPj >.6 -IS - - _ 13- - _ T _ 13 4W -BMOM •75TO-75 _. i3' -71 1!' 1!' 13' ..;5 . 10 To, (OP) O /4 1W (BOTTOM) - 6 ,/2'- - 6 1/2" 6 1/2- 6 1/Y 6 1/2' (TOP) 6 1 1' - , 2 i2 _ - 6 4 _ _• _ 2W BOAT. >S--O• 1'Ty- s N J2 a B' ]w (BOTTONY - - 4w (60TTOM) 1J' 13' 13. -,'!. 10' • SEE TABLE 11 FOR MAX. A.S.D. DESIGN LORDS & MAX. PANEL LENGTHS WHEN SPACER L9 IS USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TABLE #j e A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8' > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF 5•-10• 6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE MALE ID OR PANEL MATE PLUS ANCHORS & W/ SP,lj('iEAiHM,TN,j 1/2. O.C. ;�g.P.'' ��CENS •'''.'9 s INC44167 .p.I ATE OF t°DG0 "tED°' " 24 GAGE GALVANIZED STEEL STORM PANEL "I., °'J"JxmP LL E-T C O IIIc \ GLOBAL PROTECTION PRODUCTS, LLC. FBQA so. 61 SIROF GLZ IT 33-44 wowE (96.1ee.-T616. rAF Is1)e®-nvT w¢ NQ A pOMI M cOMPAMY i> se ,4wl..rmAA n AHw nu�. PMI n,_,v, 20-1 75 G-p0O671I 09NnN1: NP - e11EIT 11 p to .1FW A FILT A. PE INSTALLATION DETAILS FOR LIFE SAFETY PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-N tAPCON EXRTNG POURED 1/A-P IAPCON-XISTNG POURED ANCHOR O 9' O C CONCRETE OR ANCHOR O 9" 0 C CONCRETE OR 5 CONCRETE BLOC" CONCRETE BLOCK REOWKD. {{ REQVIRED. R 1/2't/2- 1 11/4' COAT I ED.• I R Y p CAAiSCL ASS .E u I u Y II /. ry Mn R--YPARAT p TO GLASS EXISTING POUR E D E D P CONIF OR CONCRETE BLOCK REOIINEO 1/4-. PANELAATE PLUS ANCHOR O T2 1/2' OC 1H:-7tN,' :rs °OtOAwAA" fA DRF Ia Wan LncfK Poe re'X P1V-LENGTH (SEE E_EVATXXN ON SHEET 12.) SEE SHEETS 15 A 19 FOR ANCHORS TYPE III SPACING FOR R_t LAVZHS -0 WOOD FRAME SWIDHCS WINMUM ANCHOR SPACINGS AND MNNHA0 EDGE DISTANCE ME UNMATED ON THIS SCHE%LL. TOR E D LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACNO BY *APPLYING SPACING $OWN ON SCHEDULE BY IN FOLLOWING FACTORS FOR THIS OPERATION TO DE POSSUM£. REDUCED SPACRIG OBTAINED "LNG FACTOR SHALL NOT BE LESS TRMN IMU."L Y SPACING AIOGIED FOR EACH ANCHOR TYPE ON THIS 5CN[DULL- ANCHOR Toot TA.1aN IVApWT: MIIiNRM AnHM fvo+c (HEX 3 IOW WR1nMew can.I.0 ,CW+w..aw.. OIRAA9 ' - Ml PL) - J -- — 3 1n ACA91L m anniz 6`B•I PPL" - ] I I II e 1' Min I-SEPARAT I 1 I 1 TO GLASS 3u wnTt., [Mu 1 GLASS It N i 1 4 MAX. E PELEVATION , 6' PANEL LENGTH R I I (SEE EE n � I � 1 ON SHEET ,2) 17) Y , I 'I t 1 f I l 6' I 1 EX•STING POURED CONCRETE OR ^ONCTtFti BLOCK REOURCD. Re<rO'OI I i 1/4•0 AM ANCHOR (BEYOND) O LI SA AILNEL WALL F MOUNTINGS SCALE 3/8.1- F •o' STATE DE- 10, f'tDRloh`r�" ��� j I L E C Q INC. Er,F ;L() • ..�N d/' ✓ LL Y nw HE a ssNaHSEs.M"R"° :w Ngl(jD,1U01„I PE sA/wclW.nBE/GtF G-OmE)19 rKTR A }NWT Jr. Pt 24 GAGE GALVANIZED STEEL STORM PANEL F.I. ORnN M .ORAL PROTECTION PRODUCTS. LLC. mn)/2R9 art 46m S. 51 STREET 20-175 DWI,x1G b °NTT' FL M, NIONL M.NR-Fri3, rN. (WNq-67I) MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL iINSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) 1M% A.S.D. MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW APPLICABLE MAXIMUM MAX. ASO_ MAXIMUM ANCHORS SPACING FOR MIN E.D PER SCHEDULE BELOW APPLICABLE MOUMUN DESIGN PRESSURE �° SECTIONS % PANEL LENGTH DESIGN PRESSURE To PANEL LENGTH TAPOON SOUD-SET PANEUNTE FEMALE ID PANEI.MATE PLUS ZAMAC-NAU1M CALX-tN TAPCON SOLID -SET PANELMAIT FEMALE D PAMIIIATE PLUS IAAMC-NAILON CALK -IN RATING A ANY cowsiTHEMm XXN •L• (IT } RATING (psf.) A M, 'im i (n.) TO n CR; C ' To To ro TO !W2t11! ro 10 'E-0ICROL E7t To 1 TO (P.r.l Co,�CONron,'IE abl , 7[I[ONCRT[ jC011[%CX! aO WIO[Rfit! ,J' IJ' t3 1J' 13• 13, 13- 13• 13' ] 3' 7' 1 (TOP) t!" 3• 1J" ,3' iJ +3' IJ ,Y 11. 13' 13' It 1/2 I IT ,J' 13' •] ! 13" tJ- 13 13' 13' _{ 3 , J' J' 1 (BOTTOM) 13' _ 3' 1J"TJ' 3 t3� 3 13" 1Y + 1J• _ I11. 1/2 ` (BOTTOM) 13 1] -13- 13' It, 1/2 I/2 2 paP) 2 (BOT70N) 13. 1] ,1 1,11 3- 13. 13' _.13. { t3 13 1J 13' 13 t3' J ,3- I,- ]' 1]' 7 (TOP) -- 2 (B_OTTOM) i3' 13, iJ'_ 3- 1J' tJ +3- iS• 1S t3 13 13*13• 13" I 15' I iJ IJ' IJ' 13 13' 13 - - 13 3' ,3 ` is. 13. 1J 13 !' -' 7 'J" I 3' J_(tOPJ S,-6. tJ' Wit]' _I] 13' 13 t3' IS i 1J ,J- 18' 11 5OR• - 6• 6. B } B,-_ IJ: - d. 1/2 r B 6 - : - 6- 0- 6 '/1 6 t/i 6'. ] (ROTipI) a (TOP)__..LESS OR - - y ,/2. IZ 1/p --8 17 I/1' 6' 6 1/1'16 e' 1/a 6 1/2 t2 8' 7 t/2 6 B' S' (OMOM) 4 (TOP) LESS B - 9'...• L __7 6 -�0• S.;. -a. 7} . �t3' 8 i - B, I - •t (BOTTOIA) , +3' 3 13 3' e 13• :3 3' 1] , l ,3 3 4) 3 ,3, S (BOTTTOM) 1J,' 13' 13' 3 ,S' ; IJ' 13' 13 13' tit 1/2 5 (TOP)- 11' tJ 13' 13 IJ - _ 1! T' - -- t3 J 3 tJ 5 tBOTTON) - • 1J 13 t3 Y - 1_' J' - +3' - tJ _ tl -_ t3- 13- t3- -_ tl, v2 - -__- S (BOTTOM) i t!' 1J' 11 tJ' /3 1 ]- ]' r- 1] t}' 3' -. ,. 3' iJ' _ 6 ROP` __ 13. ` __.- � 1J' 17 i!' } t3 t3' 13 �, t! 17' ' t, IS- 1, ,/2 6 (70P) .45. -45 - t _ - - _._ _ _- 6 1/1'. 6 t/4' 6 1/a•76 ,/1 -- I - - _• _ It 1/1•,6 T 6 (Ron .. .45, -45 _ - 6 1 . 6 , 1' 8 t 1' 6 1 i - ? - - - 6 1/4 16 -/4' - 5 WITS•) LESS -65, -65 t3. 13 5' _.__ 1 7 I] '10 T/'2' -{ _ 1J 13' 3 7' l3 r 9 t 2 / 1Y' T 13 . 9 t T / 7 1/Z 5 /2 _ 0 1 2T 7 1 2 / / t3' 1/1' 3- 6 1 (TOP) _- - (RO70M ) 13- ) 6" 17 J 2: ,J 1!- 3" 1}...IB 6 1/2 1J' 5 /2 9 12'Is, 7 13' 5 1/2' 1 (TOP) t 10 11 6 — i5' 16 1/2' 1 (BOTTOM) _ '- _ 7 iJ2 ' t/? _ 2 ITT>P)_ 1 13- 6 -S 3, 3, 13* t] 1/2 9 ,/2''.p 1/2 13 2 ATOP) - f ,3,3 7' -- I] 7 - - /2' - - , _8 15 -- _ Y 2 (BOTTOM) ,3- i 3;-9 t/2 ] : 9 t/Z 0 1/2� 7 !1 ]' - 1 -!BOTTOM-) IJ' /2 - - iJ- i - 10' 1J' 10 - 1 6 1. 13' 6 /2 ,3' 13 1!' 7 1. 9 t/2 -6 t! 9 1 1 J 10 112 7 112 3- 6 ,/2- 3 (TDP) Q- 7 ,/Y 11 _1. 1J' 13' 10' 13' /0 ,t' 8 - `2 /2 12 1/I 5 /2' ! /1 1/1 /] 1/2 2 1/7-6 /A B' 1 - a 1/1' J' 6 1/ 6 1/1' 6 t/j 3' 3 (BO110M) 1 (TI7P) TO - J 1/4 S" +2 /T B 2 I/1' 6' -6 1/1• 7' 6t2 1' IJT•112 1/7 B' 4' 1_ - i 4 A/2-'13 t/2" 8 +/1 6 1/4, 6 1/2 3 (BOTTW) 1 (TOP) TO g• _ i g 1. J -t3 p _ 19 8 {._ - 5 1/2' - 7 /2 F - 4 (BOTTOM) 8" - B .., 1 - - 8 -._ 8- ,J2'1 _ _]' 7 i/2 4 (BOTTOM) _ 13- 7' T t]' -� 3 1/2 i-- 1319 /Z 10 /T'I /2 7 S' 6' S (TOP) _ 13' 6 /R" _ ! IJ' � 3 6 t/Y 5 tS -11' 7 S' IJ IS' 13 t10 1/I 139 1/2 ,J 7' J' 9 /j' 11- 1 /2 10 1-J-Y-1 7 1/i"i5 /Y ,]• 6 /2' 13' 1/2' S (BOTTOM) 6 (TOP) 1]- B 1/1 IY ! 17 t! ,!' t 1!' 13 1 10' 'B 1J2 13 �0 3 6 /2 1 y ! 4 1/2' !a /1 13' 13' }5 (BOTTOM) 6 1/4- a t/a' 6 I/10 1 1/a' rt- b 1/ 'fig 1/a' 6 (BOO -1 6 1/4'iB 1/4' SEL SHEET 11 FOR ANGNOWS TYIIS a SPACING FOR NSTALLATIOtYl TO WOOD FROE BUUWCS. • uAIMUM ANCHOR SPACINGS AND MINIMUM EDGE WANCE ARE NDIGTED ON THIS SCHEDULE. FOR E D LESS INAN HDICATD DN SCHEDUII REDUCE ANCHOR YACAIG 8T YIATWLYNO SPACING SHORN ON SCHFOULE BY THE FOLLORIG FACTORS FOR THIS OPERATION TO BE POSMA[. REEXACEO SPACHRO WAP.ED USING FACTOR SHALL NOT K .FSS TNAN MINIMUM SPAC"IG NOKATE➢ FOR EACH ANCHOR TYPE ON mRS SCHEDULE Ile. ,p•P y1•. I/a•. I/P. ANCHOR TYPE -1/0. _ P tE _ TA,OM 'Rho-Sn ]LAMS -HART GU-r 3 ` _] .._- 3 11/2' - > 3 Y 3 3 In- MINIMUM ANCHOR SP/CNG ('m.) 1CaI1Gl,E la) _-u a 1/Y 3 AIIC 2D.1 3mOr1F n em pST J HJl' ) 1!1' s ,/2 ] ,!>' ALTUIL ®I; DSW[L (E-D.) FACTDR Y ato on I 'm - ost ,,/,. � ,m ,m 1 - ,m IDD « SPACINGS ONLY VALID WHEN SPACER@)tS USED. SEE Itaf Z1 FOR MAX. AS.D. DESIGN LOAM& MAX PANEL LEND WHEN SPACER "t IS USED. jdBIE_!:1 e ALS.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS V-B• > 40 PSF TO 50 PSF 6--2- 5 50 PSF TO 60 PSF 5'-10• 6 MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOUD SET ANCHORS & W/)SPACER At 12 1/2' O.C. - ANCHORS (SEC SECTIONS A µtERNATNES ON SHLETS 13. 14, 15 4116) -- -- -- - - - - - 3' VAX, R-IA/13, R-2A/13, R-SA/14, R-18/13. R-28/13, 0-38/14. 3' ,LAX. R-LAW/15, R-2AW/15, R-3AW/16. R-1BW/15. R-29W/15, R-3811I BN.- 0 0 0 O O O 0 r_.-------------- .. _. __t. .____ __-------------- _------- ________ __ A L/2 '/4'0-200' SS BOL75 WO' T-• j'- (USE FOR PANEL LENGTH MAX O\ ! PANEL LENGTH 1 OVER 7'-e') 111 REGULAR STORM PANEL �, REGULAR STORM PANEL 9'-6. O .40.0. -40.0 P..1. W J-_ OVERLAP P T .� PANEL LF1M.fN DOLT) --------------- _1 E SAFETY STORM PAN"sV O +SOP. ' (W/0 OVERLAP MD PANEL LENGTH 8011.1( A` :A IISE 2AT ANN. PANEL UENG7N 2 T 1• .A,.. _ _ - 1 AT All LIOlRE1NG3 I S BOLTS 5.5 BOL15 N 1 AT . R LA OVE U I 1 1 I - 1f? (1) NOTCHES .AT $TUC__ LOCATION O LIFE SAFETY PAH'.L. BOTTOM CORNER$ O D Mi _ ---- - -- ---- -- I -OVERI/•P_ -OVERLAP -' °f ® WING NUT AT - Ei 3REXTERIOYR WING NUT At 3- MAX LEFT PANEL �1.L6ERIGHT PANEL J' YAx. f INSTALLATIONS ONLY VALID FOR WIND I' WN- R-1A/13, R-2A/13, R-3A/141 R-19/13, R-28/13, R-39/14, I. MIN SPEED UP TO 170 m.P.L R-LAW/15, R-2AW/15, R-3AW/16. R-iBW/15, R-28W/15, R-38W/16. _ ANCHORS (SEE SEC104S A ALTERNATIVES ON SHEETS 13. 11. 15 A16) I/.- MAX GAP LIFE SAFETY STORM PANEL ;j) ELEVATION (t) - - --. SCALE 1/t'.1' 2--1 1 1 ; STORM -- ,,A.NNIINII AR - STORY PANEL (MIN O`'Ef6�^-.,'E�) SIORM PANEL ` .lV ' REGULAR ,.--- -._ _ ___ / _. _ lac _ -. ____ "Nh _ w=/SAP/ '. LAIC :✓9s :' -OVERLAIN .A % yt�'T67 _ LIFE SAFETY PANEL 1�L, * T.: TF ; FLORIDA BUILDING CODE Non High VetocI Nurrlcans Zone) EXTERIOR '140RIO►• vP,`� RxPronTm. 24 GAGE GALVANIZED STEEL STORM iL ECOIBIc. PROTECTION PRODUCTS, LLC. 01Jaic�' -- SECTION A -A TIW; OO a mB� P DaMPy V Mm0 9.w ME y/ D-E. 2 5, ET Tµ)1. SCALE ,/4•-1'a, ,ve n. F">��.n v1 FNo'c 19saN6I-T6+q trs+Mw-oIJ 20-175 PE SLA.ry6WME/OIT U-i006719 NLT[A A TWl a. PE MIQT ,x eF to INSTALLATION DETAILS FOR LIFE SAFETY PANEL i_ii INTO WOOD STRUCTURES INOLnRCO,>(FADER I I � WRJQJ HADER wo00 HEADER WO03 -E w>< H t W X HEADER -7" 1/4•0 TAPCON I`— '/4'. 1APCON ANCHOR O 9' OC ) ! - � - ANCHOR O 9' OC -. "( 1 N4•. TAPCON MICHOP O 9' OC ,/4". TAPCON I ANCHOR O 9' O.C. .i1. ; �., MAU, 1 ,1/a' I,. 11/4 MAX. I 2• MA3. .. W1X. 2• Wn ; MlnIT 1 i JJ I it E 8 jean •d / I - FA EX'snMG R EXtSn GLASS ; I E� G-11 GLASS W NII p I (MR,FOR RNN E I (' OC,HTie, Y_.•t L. R ME4 GIA�S5 --f4l1 � fI II R II '•- I A < g t 1 1 • L _ 6' - MS. i '• I PANEL LEXC.iH R 1 1 ! '(SEE II PANEL LENC,H II (SEE ELEVATION II /, ON SHEET 12) II ` t 1 1 i- MP. 1 1 I t PANE. LENGTH (SEE ELEVATION l- MINMAX . rt L : - , 6• PANEL LENGTH , (SEE ELEVATION 9 I I ON Sr t ( T ,ELT 2i II / ELEVATION II 1 I I' 1 I ON SHEET 12) n f II 1 1 (. 111 ON SHCET ,21 C 11 I 1 ' 1' O if-SEPARAr, 1 '.� u 1• Wn. 1- i i 9- !-bPAM N It TO CUSS. 1 LJ2 6-- SEPARATION -1 1 R t ( , - ( i0 CUSS ) 1 6- �I _ 1 1 f L/2 I-- -SEPARATION ; t It( 9 TO GLASS 1 8' TO. ,n- I Dc EO ? - 1 nD 1 EO -L_-1 ... v--. 1 F .}_ __-.-J EO I - - -�.� WWI EQ. 1 °..3 6�In - 00 1 To 0 CIO >0/si�G6 i PLATE WOOD M S ;{batrs I 4.'APCON 1 -a'. TAPCOM REWIRED } I 1'. TAPOON 2'.4' WOOD • 12 In OC ; 1 I, ANCHOR O 9' O C ANCHOR O 9' OC _ N 1 ANCHOR O 9" OC PLATE ,;'4'. tAPCON �' i STAGGERED w/ S790 STAGGERED W/ STUD I REQUIRED i ANCHOR O P' OC ( 2'," WOOD 2',-'tY(XX7 i ! PLATE PUTS REOURFD - - REOUAFD ALTERNATIVE R-1BW O UFE .SAFETY PANEL WALL MOUNTINGS SCALE 3/8a1' O R€GULA PANELS ,„NNMAAN TL[��lyl., WALL MOUNTINGS SCALE 3/8.1- S ET( -PANEL $ 4y EN ''• FLORIDA FLORIDA BUILDING CODE (Non High Velocity H., icone Zone) - i - - 416 7 - 0 - P2p2p nlEco, eO IJ. 24 GALVA 1 STEEL STORM AN GAGE N ZED EEL RM PANEL t. INSTA:U'ION ARE ONLY VALID FOR q.SO DESIGN = � .4 a * * 7RAWN F PRESSURE RATINGS (Ps I) ANC PANEL LENGTHS AS PER ELEVATION ON SHEET 12, 3* : "To• OR' -7' ILTTE C O w/f)/mtO GLOBAL PROTECTION PRODUCTS, LLC. 2. FOR NEW WOOD FRAME CONS'RUCTION. WOOD ,p•.• STATE 9 •. ` �r - - IXO. N.�. an NXR $.. 61 s,FEEr MEMBERS TO BE SOUTHERN PINE No 2. Wj SPECIFIC F A w., D,a: LORIO u•2F.i '� TRLR Tm IN9 • E,a �1, o cowun r, ,,, m .NWOA n v.w QN,E. I =I1 FMdrt: 2. DENSITY OF 0.55 OR EQUAL. t s� ..... V 1P 1*•+• . ust o,-,2Wa�..� L>mX c,-Iv, u-monn lnNlaeR-TSMtarAc (9a.).e9-pI9F H- 'unE./GTL FAlN1„H T .MICA A X. PE yETT 13 M 1e 1/4•. TAPCON LX6n4G POURED ANCHOR O 9' OC CONCRETE OR CONCRETE BLOCK I \ 1/2- i 11/4' , MAX.- E.U• I I I 1 1 II ! II 1 GI GLASSS s � _ 11 v • 1 It ' n 1 li I I 1 INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4". TAPCON EXISTING POURED 1/4'0 TAPCON EXISTING POURED 1/4-0 TAPCON MnING POURED ANCHOR. 0 9• DC CONCRETE OR ANCHOR O 9' OC CONCRETE OR 'CHOP a 9' O.0 CONCRETE OR CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOC✓. _) REOWREO. REWIRED. REWIRED. 2, 2' :2 / 1 MAX. � 1 �1 N/iI4iR. , e I /2 - I 1 /4' - -� NAA- i �f E.D P p um 1 -"S tp'r7ar 9EPARATION EXISTTO CUSS. - • u 'I I f 3 RDUtS rA4�� Al a oLElRid' R It ! Y 1 f 'i CPA. 1 MAX. P MILL LENGTH (SEE ELEVATION C _ I Y It I ( r 0' PANEL :LNG IH L (SEE ELEVATION I� FI Yin ON SHEEI 11) III } I T ON SHEET 12) IY'SEPARATDN 1 ! II 1 ( I 11 TO GLASS. 1 R 5 u T 1 n d , T i 1 C 4 i ( L/2 Y 1 I f 7 1 < I L 1.1) 6' E.D# ( ti LD. 1 1 -t5, (•a1/r ae I 111r I f� ' •jA i ( 1/4'. TAPCON ANCHOR O 9. O.C. EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED TION R-1A O EGULAR PANELS WALL MOUNTINGS WALE 3/8-1- ApC ANCHOR O 9' CC EXISTING POURED CONCRETE OR CONCRETE BLOCK REWIRED. O UR S� NEL SEE 514 5 15 to tB FDP ANCHORS ANCHOR TIE '�`•' TYPE k SPACING FOR NSTAUATON S PM TARGI - MNRRN, NPRTe ToRicgY (h) _ 3 WOOD FRAME BUILDINGS MNWt ANCHOR SPACINGS AND WIIASUO _-- 3 EDGE ONTANOL ARE ROCARD Oh TWi CIKA.M I..) SOHEDUEE SCHEDULE PACINGED ON SCF4:7%RL REDUCE AIHCYIOR SPACING REDUCE ANCHOR HXSfA1Nx.M1P) 'o." seW- IT NUL III LING SPACING SNJRN ON SCHEDULE II THE FOLLOWING FACTORS ACRAp, OW MW#a W FJCOII FOR THIS OPETIATION AX BE POSSIBLE. REDUCED SPACING OBIAMED USING ACTOR SHALL NOT IT LESS THAN G in, Odt MNO,e a SPACnIG INDICATED FOR EACH ANCHOR TYPE ON THIS SCHEDULE 3 '!2' I I EO• I I I 1 I ,.o I I III tl I' Min I S !I _ II T EXISTINt,�I ; I 1 1/1•.-7wI• EXLR IN- SEPAAAi10" �•II TO CLASS 1 �5. eDLTs w,® GLASS u A I I ! 1 tis BpTs w�}'� GLASS ° f f.: A (MR, FIX PNQ P I i t T ,Lkmw� I U wi-C H 1 I N I I) d II , ) ` 1 AMX I t PANEL LE„CH I i I 'L' NIA% j S.PANEL LENGTH (SEE EELYATION �� ' . I ( (SEE ELEI'ATIC N It T' Y;n j ON ET t ` 1 [ SHE 2A 11 II IK I � ON $HciT 12) Ir-SEPARATION -( IX 10 CLASS 1 1 I I 1 1( 1 H I 1 L/2 i E.OP 1 1 1 E0P I ( 1 1 ( ( I ( EO YS ,EX MS. e0Lt9 Nlft' EO SS HO MS eGtt -n 0 1/4'11 IMCON 1/1'. TAPOON AKYIOR O 9' OC ANCHOR O 9' OC EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR CONCRETE BLOCK REWIRED =I QN R-2A SECTION O REGULAR PANELS O LIFE CONCRETE R_29 SAFETY PANEL BLOCK PEOLNRED NMINIFAA.- WALL MOUNTINGS SCALE 3/8-l' Hurricane INSTALLATION DETAILS FOR LIFE SAFETY PANEL Cf` 1 INTO WOOD STRUCTURES WOOD HEADER W000 HEADER _ RECURRED REQUIRED I / 1,/4-0 CH a 9* H -7-' 1 4'e 7APCON 9* I ANCHOR O 9' O.C. � ANCHOR O 9' O.0 ? 2 I 112'1 MAX t Min ? Min. I I I p II 1 _ 9 I L ! •PALL' EXISTING1 t .-GAH• 1 1 l S.5 RO113 . I f •T FA GLASS p t gOLTy R t E R GL N NN: DKt fat ,YAO EyXSi Y I I ` c; Ass 1g �a- n IucN ou rn 'L' MAx Fy � �' ! -� 6• PANEL LENGTH PANEL LENCI, �I (SEE ELEVATION II I (SEE ELEVATION ON SI,EFT 12) II I ON SHEET 12) j } 1 E It II SEPARATION „ t 1 f (1 II 1• 1 itT ATT it TO GLASS I IF--SEPARAITON ➢ 1 In, FO I { i.' I lent?oc E0. '7 1 }O To 1 : EO 7 _ _---_1 I + EI A 2'.a• WOOD I 2'XI' WOOD _I PLATE PLA REQUIRED I j RTE TOURED _ ._ 1/r " PANELMATE PLUS I I 1/4'0 PMEEIMATE PLUS t j ANCHOR O 12 1/2' nC '"• ANCHOR O 12 1/2. O.0 ALTERNATI - ALjE@NATIYE R-3BW O REGULAR A O LIFE SAFETY PANEL H 1, WALL MOUNTIN(Ljl SCALE 3/8-l' ✓'%. ' �}GEN$Ar'' N0. 44167 FLORIDA BUILDING CODE (Non High Velocity Hurr[come Zone) Nam, - 24 DACE GALVANIZE STORM P GAL STEEL 0 PANEL - $ owN e t. INSTALLATION ARE ONLY VALID FOR MAX, A.S.C. STALE OF r:4a DESIGN PRESSURE RATINGS (D e.f AND PANEL -' '' Q'• f HT/T7/xR11 LENGTHS AS PER ELEVATION ONSHEET 12 ''' A' ' _/ _ " -- l '�� Q /Me \ GLOBAL PROTECTION PRODUCTS, LLC. GTF 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD '''hY S/ONAL EN ,I•yjj<-� ^ IT N r N,=„LEIB u» PLWc"n. 3u „fit,,, -i7 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC NINI„IotN -. -,.N L>efl n aM . wPml n•-,M• wHwE (IN)6R-)Nn, TAX: (R6gIR-6>I7 20 5 DENSITY OF 0.55 OR EQUAL. 'G,_PODe),. uRWreHG N. P [ SFM/9btatLRE/GTC ream it RLLn PL M1 ] i ifeKQ116 M 1. -6-4 CCD W — � .17�^ v/ _ ♦V O PI♦ W tr U I Cl) Q 0O .0) C6 U U) - ,I CV Y 0 5- c o C CU p 0- -,1—" E LL %+.- O 7 CC i OU An V Al rp�'� O L^� :E V J z z W J C/)• i-+ (3) U) > � o U) CL iL U p U) CIO LI Q Z Z Q J i_ SHEET NO. SH 1.4 EZ1/18, EZ1 W/t 8 MOCHORS (SEE SECTION EZI k At TEIMMIT1VE EZIW ON SHEET 18) ' Min 9 .-(SEE NOTE 2) ii IvXJDO .9,.(SEE IE 2) HOPE t OOrW.I ENO �. - , 7'L } -'. ='AJ -- --.A,. RI t. 1 ?. Y .f A H VLSI 1 AAYs OF _ l ,'; r 1- A! 1/7' T~Or 'Oi Or OA -'.f'F.N[Jf_r 10� R 1 E W r ANC L iP[ f A L IN 1P. 1, .. ,T o{._0� t0� l• _ l..l ".1 1' L'a ..._ J P�F.. r"RIM Ih�.;f iH. Cii: FE 12 FIN %Aryl 1 fit-Ll _' W 11 P,,NTrTP FAI,c_' , .•• 1ANf .' Ar ll'I MU I , k 7klP Ir F NoTT Ar EL '.1u!, ALWA111 ! VE.'U H. fM tfPW i.._ CAR .2,:' IA, LL A� * - I i- - i 1, x - • Ili. 't C - T. rw,)r- ',, ��4 fill• HA r,❑ 14 P N .'M 4EN till T E H( A •. 9c' w/ o Ha,`", f,.h. .: F'.. Ma, E4 ^' 1711,fr n' 1 ' 1 N A ❑ N E 1 I I A F A V E TI.i A _ I T .Ci ( fV r • ° JJ _L JL nr MAr ,,...A N hN._ ,r^ E 7 J^I I L_ ;.'H' N.i . f _C, >_.. .n _-1 k +• I,.r;A.AYT Ed , EZ1/18. EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL 1:: SYSTEM (t) 6N : 1141. (.NLTGAf' - _. MILL +Au�`�• MIN 7_7 \ / 7 / 1/4- SECTION A -A „I. rink.. �S�P.• ''P -� FLORIDA BUILDING CODE (Non Hlgh Yllccl!y Hurriccne Z.n ) ' •r'" .. 24 GAGE GALVANIZED STEEL STORM PANEL •s_ :all L EC 0 GLOBAL PROTECTION PRODUCTS, LLC.[s F441 Nc •HurTAw ALI. .a ±•T[ k2rs r - aP�_ mfvr, sIILC, .. ,F F'V IIN E': ENGINEERING EXPRESSR PRODUCT EVALUATION REPORT September IS 2020 Application Number 17869 1 - R2 EX Project Number 20-31543 Product Manufacturer- All American Shutters and Glass Manufacturer Address 1540 Donna Road West Palm Beach FL 33409 Product Name & De5etlption 249a Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: THIS Product Evaluation Report Is teeing issued in accordance with the requirements of the Florida Department of Business and PrDressioneI Regulation (Florida Building Comnession) Rule Chapter 61G20-3 005, F A C , for statewide acceptance pet Method 1(d) The product noted above has been I e with the Florida Budding lasted and/or evaluated as sumrrwnzed herein to show compliant g Code Seventh Edition (2020) and Is. tot the purpose intended, at least equivalent to that required by the Code Re-evaluation of INS product shall be required following pertinent Florda Budding Code modifications of revisions Substantiating Data: PR OD EVALUATION DOCUMENTS EX drawing M20-31543 RBed -24ga Gavanized Steel Storm Panels (HVHZ 8Hon-HVHZ)'. sheets 1-5 prepared try Engineering Express, signed & sealed by Frank Bennardo. P E is an integral part of this Evaluation Report. • TEST REPORTS UNform static struchNrai performance has been tested in accordance with TAS 202 test standards per test r -17- Testing, Inc a n s tiBT-ASG 001 Blackwaler t Pot) by n9 Large me rile Impact resistance and cyclic loading performance has been tested in accordance with TAS 20, and TAS 203 test standards per last report(s) #BT-ASG-17-001 by Blackwater Testing. Inc STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative andiot rational analysis to quality the following design criteria 1 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 066011866) 396-9999 TE.Yl E NGINEEP INGE KRRES S.0 01, ENGINEERIN"'PRE SS COX N 'T H- H•, I i. r is E,':'n li i. III -l. 6.. �y H W f1TDA, I 'f'iR-'CN T•' � • _ E>1 c f HH1L Z _ l[P'.. 'I•C r Nn [; C H r_ r. CLi2 `I MPA_ 11 ' ..: E+S.C• a Page 2 0 2 All American Shuticrs and 61iss - 24PIa Gakam/ed it'd Slnnn Panels No 33 h increase in allowable stress has been used in the design o1 this product Separation from glazing is not f epwred tot installations outside or wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test reports), ends accounted for in the engineering design of this product Wind Load Resistance This product has been designed to raSIS1 Wind loads as Indicated in the span schedules) on the respective Product Evaluation Document (i a engineering drawing) Installation This product shall be Installed in strict compliance with its respective Product Evaluation Document it e engineering dlaw•Ing) along with all components noted therein. Product components shall be of the material specified In that products respective Product Evaluation Document U e. engineering drawing) Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (I e engineering drawing) as, noted herein All supporting host structures shall be designed to resist all superimposed loads and shall be of a malarial Ilsted in this product's respective anchor schedule. Host structure conditions which are not accounted for IT this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer All components which are permanently ryInsiaInstalled shell he against corrosion. contamination ationand other such damage at all times This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ) RespectfulIN Frank Bernardo, PE ENGINEERING EXPREss' 41FF:0(u(,49'Cen Audi 988� 160 SW )2 A,ENUf SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396 9999 TE.HO ENGINEERINGEYPRESS, CON ENCINEE.ihGE•PRE95 COM _ , [RING/BOOR NOUN, SCRIDN - H a-iI n w. 1 MDU L n 7 t rwrMrvnw EE t T C R _ M ✓ IN ,qR: YfLtILE •x . E� M. �.t,. T .�.En �II:F. '",ill..,- /% •:... G-SAL 101j.TTOMCIUSURE Ss 2 31111! 1 11! B ! A 1 20-31543 1 ED INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL A INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES CXISTING POLJREC CONCRETE OP I - ::4.1 1Ar'CON CONCREQUIRED BLOOM ANCHOR O 12• CC ' , ' �1 I /4'e IAPCON ' - /'4 . HEX HEAD TEAL HOOD HEADER -, NEX HEAD TENT _ft..!' ANCHOR O 12* 01 SCREW O ^]!.' r40u REQUIRED SCREW O .' tROM zl EDGE OF V l �'(B21 EDGE OF � Q�• ice} r J - T'- - 9. 1 i 9 ED Lil I`/•'• 70,I' 1' T I 57R A9uR L P 5.5 aDLis • II 1 1 � tl � 1 1 / a, U DAw,W� 11 1 1 1,'2- • e r i Dt !� MR nY¢ ,• M 11 S ,7- M, i I Ir•SERARAnON_I I' _ { EX15-TING 1, TO CLASS 3; 6 A EXI(IiNG 1 SEPARATION I f J/ 5'1 GLASS A'-JMNUM POP G4AS5'Nr TO GLASS. ALUMINUM POT' RNET i3 BQTS •, 1Q IT 1 MAA ,/IY-TO°.. L C E MAX 4s U P£4Y R 11! ' T , RAN`I '_EEAGTH / RC[TS R 1 tl t nQ / r PANEL LENGTH '• +S IT :' Mir B-SEPALAnSN1 1 1 -'. N Mn l t i - SEPARATION HUMBS REW 50X n i0 GU55 1 1 1- l _ 1 i THUMBSCREW . , 8 0 CLA55f OF C' :ILMeSCRFW R I q R f EU ED I'r7': 11 4'1 TMCON ANCHOR I{ EXISTING POURED PIT N:CPOP O 12O C ..ONCRETE OR U CONCRETE BLOCK F[pUIREO REQUIRED WALL MOUNTING WALL MOUNTING SECTION EZi ALTERNATIVE EZiW ,CAt[ 3/8=1" SCALE 3/8=1" gNANA 0tiEala!'r!ctylai.w . P.•' yENSF FLORIDA BUILDING CODE (Non High Velocity HUfnccre Zone) ' NOTES,rMI�A,,JPANEL LENGII, a O. 441 B. ,-rno n:•rcou.c; * 24 GAGE GALVANIZED STEEL STORM PANELi BE 2-6' *.; WSTALLAiON ARE ONLY VFL!D FOR MAYACU D€SIGNS PRESSL:RE RATING + / 40.0 s (. AND 6'-D" MAX ' PANE- LENGTH / P y. STATE OC T_ r= .. 1 L, E C 0 tic `., GLOBAL PROTECTION PRODUCTS, LLC. AIAF(f)nID`�, `.,� ,1 rCS104 • CHOICRINO COMPyN'Y 5w F %�� i ' ^. FOR NEW WOOD F-RE CONSTRUCTION W00WOOL'�'-y O/.' a . 1 r SPECIFIC _ MEMBER: ID BE SOL THE RN a14. No W/ S,. N „-„ , » F.+;Nt .. air, _> ;r •)4eP-• IG DENSITY OF 055 OR EQUAL / w.X.Nc7H. •n..rara.. 1. s,m •s ALL AMERICAN SHUTTERS AND GLASS \ `24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITEI' f PERP. TO PANEL SPAN) - TOP MOUNT 1CONN- TVP. TYPE TiEQ 2, D) SEA .Tr ON( OPTIONAL 1 -MSR CH BOLTS WITH WASH ERED AINCIlAPS FAGTDNm O OVERLAPS till GSP LE) 'y •- APPROPRIATE TABLE) SPAN TABLE) O tF FL4N ViEVY za�G aQw CRC 1 95' ) 1 0 A (CCAIrNTMIXNsr i R 'D EQ ) �FIT `391" Y / M4Y BE AT T B. BOTTOM TYPICAL VERTICAL MOUNT ELEVATION 1 N T 5 ELEVATION P O MOUNT T A PE LmaA ` REQ�D) (SPAN ABOVE TRUCTICA ) BOTTOM J OONT Iy (CONN T1'F a .AS RFQ'D) r�zx a�� -OOCATIO ifMN E O LOCATION EAAY VARY' ZZ ( r Z �¢x Vi�aK W g TGR MOUNT '5 ICONN TYPE AS R 'D EQ 1 L E{OTr•3M MOUNT f CONN �JnaY TYF£ AS REQTIr (SPAN BELOW OBSTRUCTION) I'ANEu MAY BE NOTCHED AS REQUIRED, OPTIONAL y"-1D STITCH PROVIDED THAT CONNECTIONS AND BOLTS WITH WASHERED ANCHORS ARE USED WHICH SATISFY VANGNUTS FASTENED D � SFdNS ABOVE8 BELOW: IRUCTION. 0VI9RLAPS O MI DSPA14 (USE 4PPRC•PRIATE SPAN TABLET VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 4 rp -E F4fJEL MINIMUM 111100 AN 1'q A l 1 M.LA, IVIV. WIN,,LINT 4K r 55ihliAl In+ 11 ILL- L M YM NI AL WARM I. IA.I 1 5 r ip AIM All II H L h. 1.1 N. i lk 51rPi SP4N "A it f 1AN i0 Afl: Vf :PpA,T "AN ill AR1 V. 11 t 0,,:ter„ 4S Iio j l X Ib S• t 6 LY r, S ` ` Al 'L •N, h- ... - 51• , , N I, ,. :INAN Sl-t1tUULt IV 5: V I t 1 ENTER SPAN SCHEDULES W!TH NEGATIVE D P P S rJ DAD PANEL FASTENER LJ AC P I iC OF IG J D F. E S E E 5 J a ' PM N MPX M M A VJA STORM PANE, DE E [ E 1 U L.O B F 5 0 FAN SCLHEDULE IS ACCEPTABLE FOR USE WITH POSIT VE OA SLESS THAT OR EQUAL TO NF' '-. DESIGNSTE LOAD _G F ANEL fA�. ENECS ARE STUDS EU EH CONI IN'TTON WITH L MC)QNT NC E TP ISIONS -- RACK. STLIDDEC IlNGLE EC -E > " 0 •(, RA EL FASTENER SPACING TABLE VALISES FOP q A HEA R N 1( T I.l -H' ND'U' _ DE 5 7 CIUD.N R 1 D OU Y.ONDITIONSI Ak Ni N ♦T 'i C A LI EF jL ION BE WEE LOAD' IA, ACCEPTABLE, OTHkR,LItE .cF. N_,i HIGHER L04C GLASS SEPARATION NOTES : I EYTE"R SPAN SCHEDULE IrodA TTE D_SI N LOAD TO DETNE MINIMUM gIlGJ49LE SEPARATION FROM THE OPENING TO BE RTECTIE^ yrNED1ULE IS REQUIRED FOP USE WITH POSITIVE JAI5 ONLY "IicRPOLaT Y BETWEEN 'ADS IS ACCEPTABLE OTHERWISE ISE HL'-I [,:,HER LCAG FOP T NG T• O F THE ESSENTIAL " G IN5T 4LIA LO _ 01. 5 DE J E HVHZ AND OUTSiGE Clf ESSEN I . ACTM THROUGH i T♦ FP AtIO c ACI.If IE IN WIN* 1 JI/uH L4 5 4R N 5 S E > > 9_ '[REDUCE IS NOT REQUIRED AND NO MINIMUM SEPgk 4TLON FROM 'HE PACITE,-TED OPENING 15 REQUIRED BUIIR BEMIuaoe PE DENT L m �l• 9BE: MAXIMUM ALLOWABLE "t" DESIGN PRESSURES: F''I 4 - to IG.vi AS NOTED IN DES113N DESIGN NOTES: I SCHEDULE5 0' POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED - cX W FOR USE WITH THIS SYSTEM SMALL DETERMINED PER m 8 IR+IA SEPARATE ENG INURING iN ACCORDANCE RE NTNH THE GOVERNING CODE, PRE'SURE REQUIREMENTS AS ? m 'A DETERMINED IN ACCORDANCE AT H ASCE 7 AND CHAPTER D� _ 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN 0R EQUAL TO THE POSITIVE OR NEGATIVE DESIGN a PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN, ASSEMBLY AS (f/OYVN. W w GENERAL NOTES: I. THIS SPECIFICATION MAE BEEN DESIGNED AND SHALL BE FABRICATED IN m��`? W ACCORDANCE WITH THE REQUIREMENTS OF THE RCA IDA BUILDING COCE SEVENTH EOITtGN {{T02D) FOP LISE INSIDE AND OUTSIDE OF THE HVHZ. PEP l O '� Q TAS 201, 202 AND 203 TF ST PROTOCU LS. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAv (/y APPLY. DESIGN CRTTERG BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONALSITE-GIT111FIC SEALED ENGINEERING. 2 NO I3-1/3% INCPEASE IN 4LLOVIABLE STRESS SAS BEEN USED IN THE DESIGN OF THIS SYSTEM, 3. THE ARi HITECT(f NGINEER OF RECORD FOP. THE PRO)ECT SUPERSTRUCTURE WITH W MICH THIS DESIGN IS USED SHALL BE RESPONSIBLE LID .. FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH Q P) WALL BE COORDINATED BY THE PERMITTING CONTRACTOR, 4 'EPARATf'S1TE•SPKIFiC'S[PLCD ENGTMCER[HG SHALL Bf R EQu IREO III TO FP.OM a Kg ORDER DEYFATE LOADpS5,, DePLECTTD45, OR SPANS CONTZJeD H ERE711. <ONTACTTHIS ENGIII,,% FOR ALTERNATE SCAM CALCULATIONS AS MAY BE ReQUtaeD G 5 THt SYSTEM DETAILED HEREIN LS GENCRCC AND DOES NOT PROVIDE IIIFORMATION FOR A SPECIFIC SITE. FOR SITE CONDIIDNS DIFFERENT FROM THE CONDITIONSDETAILEDHEREIN, A LICENSED E NEEROR REGISTERED W $ a C3 WCY 4PCHTECTSH SITIE SPECIFIC DOCUMENTS FOR USE IN CpfA WITHTHIS C 6DESIGN PRESSURE NOTEDHEREIN ARE BASED ON MAXIMUM TESTED 888 <a a PRE5SVRE5 DIVIDED BY A 3.5 SAFETY FACTOR. N (y ] ALL FASTENERS TO BE X'o OR GREATER SAE GRADE E UNLESS NOTED OTHERWISE. FASTT?IERS SMALL BE CADMIUM-PG,TED OR OTHERYVIbE gg Dy( 17. S v 1- IN CORROSION -RESISTANT MATEPLPL AND5HALL COMPLY WITH "SPECIFICATIONS Z &r FOR ALUMINUM STRUCTUREV SECTION I.3 BYTHEALUNLTRIM ASSOCIATION, INC,. B ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. B ALLSTDRM PANELS SHALLSE 24GA STEEL PIO.O24' _V O 9 STORM PANELS SHALL CONFORM TO 4STI4 A653 STRUCTURAL0 VANITY BTEEL. COATING WITH A MINIMUI4 F -4e.1 MST. W Ga EA ]0. ALL ALV MIN UIM EXmU510N55HALL6E bUb3-T6 RUMINUM ALLOY. L ALUMINUM R IUN L 1 NOTED OTHERW35F. 11 TOP N BOTTOM DETAILS S ANGED A5 FICLU Yln MAY BE TED ¢ M VERTICALLY CONDITIONS DICTATE PANELS MAYBE MOUNTED VERTCALLY LW J HORIZONAS APPLICABLE. 12. CONCRETE ANCHORS NOTED HEREINSHALL EMBEDDEDTO ¢ ONLY. INSTALL ALL CONCRETE ANCHORS PER C NON -CRACK ED CONCRETERECOMMENDATIONS. UFME RECOMMENDATIONS. 13, CONTRACTOR I3, THE CONTRACTOR {5 RESPONSIBLE O INSULATE E PROTECT ALL MEMBERS FROM DISSIMILARMATERIALSHERE 70 TOPREVENTTELECTROLYSES ENGINEER SEAL AFFIXED VALIDATESAUCTURAt DESIGN S@ 7E 88 HERETO 45 14. N ONLY It SHOWN ONLY. USE THIS SPECIFICATION Y 0 58CONTRACTOR, m B ALLCel IfIDEPANIFlES A SAVES NA LE55 THIS Er! INEEA L COS a DAI4Ar E RM G FOR ALL T aE5 p q q INCLUDING L GAL FEES ERECTION, CONSTRUCTION- R TI 0. M E a IATE ES ESUL NG F OM ATEAIAL T. BEYOND THAT FABR"MIC ON,CAL PRACCODES TEMFOR j Ppt By LOCAL,, H Is -ED IT— F I V, H O CALLED FOR BY LOCAL STATE. A FCUERgL 000E5 B FROM PYIAEXCEP OF THIS PLAN. 1 ] . EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO.4D ADDITIONAL ESS RO On7 L GP AFFIRMATIONS ARE t u C �� I& LTER TIO R MARKU. A N ALTERATIONS. ADDITIONS A OTHER CtP M IC:S TO THIS DOCUMENT AN NOT AIID INVALIDATE THIS P PANELS SH L_ ED.17CATON 17. PANELS SHALL PERMANENTLY LABELED W ITN A MINIMUM OF (l) LABEL � c CONTAINING PER EVERY ] 0 FEET CONT/1T`TER THE FOLLp1'eiNG ]N FOPAt4TiON' u ALL ANE WC AN SH UTTERS AND GIA;<_ WEST PALM BEACH, FL C TAS Zo1. T65 202 R TAS 203 FLOPIDA PRODUCT. APPROVAL NUMBER AT G�PaaRRMRXERIIrIppEE Or `7 20-31543 VISIT ECALC.1 Oi21543 Mom ImCptrae RasNRCS IT Lllfll MINIMUM ALLOWABLE SPAN SCHEDULE T TOP MOUNT E rJ,1529 a i vPi ¢25 g 2[24 E I aD 0- ?0- .•T 0' 24 .3'0 P 3 12.5 2- z. 0 23- -6- E T1' HeaOe, 0' U 2Y2. t zAt J 2T 'T U 7' 3 11"11' 23 3r' 11 P-Lit & T cR A 24' 3U 2B AT ie' 24' AB' JJ' BYe,iMPW'F 53'-F' T A 25 Z5' 31 30" I' 5Ty 25 12' SP ^R` 31 I V ' 1-O.w29' S f- Drau Mc T 4 -•t' 30 4fi YM ar 24' aB' :q• SJ. r Ir 2r" 21 2 2{OOM m 0 kT,acA " 2 30' B SO` 29 air 51,14A v: 1`r4 MmDINr 23 21 23 1T 3P 31 11 3.7 23 37 11' 33- 'l 1 •cA Is' _6 25 3]- ST 56 1 53' 26 5Y V ES' Lr`TT1,,0PTI0NALINTERiOR FASTENING DETAIL N T S _..IN''IN',o ADJACENT ILL! PANEL Y J k"3-' RE -IQ a a t I ay, - 2 f •IA .y r � r t- on.RaP �6NKmN 20-31543 M OPTIONAL EGRESS PANEL DETAIL -77 INTERIOR FASTENING a 0 N " 4 0 _i RNIk DCNNAADO, PC vE• m Msw � .. P39I c-- t--2 990 2 250- L r2250" 0022 ,L'. .. x 2_0" -0 094" Q�_oOo76%�`, G.099625' Ia AerYR094" - D59" �250" TYP. ]TI`A $ 52 T _p 3 094'(IS -I n 930' 1.930" 0• 2 1{-D.061 375"] .D62" r0L25'�0p0"',p 30" 2.1X70° a062.-4 2.OIM)" F --I 2.DOO' TIP w�S -•� 2,020 1L 121' 1 Iso, U'X' HEADDr 3 5 Bu4D-0ui V HEADER !(1- r-IC J-0AN 1:L05URF nLJ�IIA ANQE < -.T r- r u I N Nil :_ ry gw -3.390" MAY 0.313" ai 7.51 1.560"I_ _j1,560" 1510' U.365" 11 "�. 0.376" 04 D315 p p� ~ gg D 1 "22" I` O.L79"�55- 0.19po" ;�r 0.6 F+5" 0.F90-j'�655" D.B86. 0.350" I.00 ]' RO'133' IpC� >< �12. 815-PANEL LENGTH -+ LI L� e4P+' �Ji� 0.250° W �u ��r,pp cG Cl $G 14.875` PANEL LENGT u4 Y Y F� 2a CA PANBL 11 I DIRE<TDIf t MAY 11 0 ii65` D 250" T-0090" T--i-DTOY9P0" i! 2.000;,�00°�0 `xrv.avlr r-0.700" 0 ]IO" 3 D5' Cli 0.215' 215' DO ]35'- V FLIED-d1T T III r-. "F' TRACx B P- TR 0. x,"[' mACK rA41FPED A�cIa1T 0.557" CJ-"- lT'-'ga SO Nm � V O 375"--T1 �555" T� M LEG rTi d ��---- DIRc•:aDn r- KAY eL I--3.DDD"�IIII at2s -li- Re/ERSED ,,+tE Ltr -]Lea - TiFAtl('-TENLIEDI 2❑ •[ ANCLE Sj I`ll e � � C l.DDD° OVERLAP 4' MAX. �COfeICACLD5URE DETAILDETAIL L-J fir"--��'2$" MAX. v �1 u D.laaJ - - -�r `r.EO " \2j`.rMdr MAX 2 BUILD -OUT U�W x o d :raN - r ITSRn OL CE \ - - -41D.1 EMBEDI.ODD'r3*1 2DAy MAXS"MY MIN r.- tf� 1MIN J I 1' MAX. MIN I ODD - Y _ ^' CORNER CLOSIMFf>ErNL F 1 N1.1- 1 i C Eh1BED R A Wn ` y D /\ TRAP MOUIn CtOSUREDETAR ^T.,T 11 9 ¢ [ 9 R BDPINIEBrIR/a(flalAEIOK 20-31543 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL fASTENERS ® 12 5" O.0 SIT RIDGE DISTANCE SPAN UP TQ IQ- It' rem MMMIUMIMM _ l ®� T//, /, :.✓ice®, 3/i re®�!i/ /'.%,/i �- ffiffiMm ®t�//� NOTES: ANCHOR R N : C O S AN RSCH A P CHO EDUCE APPLIES TO RODlICTS CERTIFIED HEREIN BUT DN Li PA w IDES MAXIMUM ALLOWABLE ANCHOR SPACING NGMAX1 MUM A DWA6LE SPANS AND fNIXCAi EG INSEAM SCHEDULE SHALL APPLY. 2 TENTER ANCHOR SCHDULE BASED ON PANEL FASTENER ER SPACING S, THE EXISTING G STRUCTURE MATE B ANCHORTIRE SELECT D GREATER OREQUAL N EE DESIGN LOAD SHUTTEAND SELECT SPAN GREATER THAOREQUAL TO(NUTTERSPNSLEC CONNECTION T`VPE 84 ON APPROPRIATE NJUNTINGCONCii[ON (SEE MOUNTING DETAILS ON SHEET 2 FOR @ENFICATION OF CONNECT ONTYPEI 3- PA FASTS " A PAWL HERS RE STUDS USED IN CONJUNCTION WITH MOUNTING EMUSIONS N T I NS ('F'-79A AN *UDDER ERS(I (INCLUDING USE 6.25"O.0 NOTTIAST'ENER SFAONG TABLE VALUESFOR Al" AND 'U'-HEADERS (INCLUDING PUILDOLIT COrIDITIONS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFA,TURERS' RECDMMENDATIDAL 5. HOLLOW BLOCK HOST STRUCT RE SFW LL CONFORM TO ASTM C90 . V BACK 6 MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCNEDUIE- 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BFUOI AND OTHER WALL FINISHES WALL FINISHES SHALL BE LIMITEOTO A/4- MAY JP. SHALL BE VERIFIED BY OTHERS TO ACIEQUAIELY TRANSFER LOADS TO HOST STRUCTURE a. ODCRETE ANCHORS NOTE HEREIN L N D EREI 'HALL BE EMBEDDED TG UN CRACKED CONCRETE ONLY 9. WHERE EXISTING STRU U F CI RE LI WOOD RAKING, EYEING NG MEMBERS, NOT MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWC70G, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOP SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL P' 9 4' (MIN,I WOOD STUD Tf" EDGE DISTANCE 15 ACCEPTABLE FOR WOO[ FR4MINGIWOOD STUD SHALL BE "SOUTHERN PINE"G-O.SSORGPEATERDENSRY. LAGSCREW 41ALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. I L REMOVABLE ANCHORS ARE DEWALT GANELMATE ALL -POI NTS TMlRE SET 8 BRASS BUSHING MACH N l2. _ I E 5.REVVB SHALL HAVE 1/Z' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE ETTMEG A FAN HEAD TRUSS HEAD (DR.WAFER HEAD (SIDEWALx BOLT) ItN.0 13 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STIJC'OD OROTHER WALL FINISHES. 11. O DESIGNATES ANCHOR CONDITIONS WHICH ARE -1 ACCEPTABLE USES. L5 * DIRECT MOUNTING CONDITIONS.. L5 LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR S IHEGULES LISTED ON THIS SHEET 01 9 fn CD }a U 0- O C ca -0 U 0- U)��� .Uwwe� J co O `v VJ O C O C:)-C O ^^ ) �j CIO= O =J ' a)" O Cc .ii �4/'� V J •wF�J (D U) O[/�) its 0_ U C: IPPO CIO 0 L_ V/ W LU C G Z Z Z Q J d SHEET NO. SH 1.5