The URL can be used to link to this page

Home My WebLink About36523 Well Hill Wayi 0 n V 7 pn C 0 r 0 14 V D I n V WE 0 c i n 0 n V O V N 0 0 G 0 0 x V D CL 0 a E c c J i c 0 0 J a� N V 0 0 i 13 V VV V n n F 53 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. i CS COVER SHEET c N 1.1 FIRST FLOOR PLAN � 1.2 N SECOND FLOOR PLAN Z 2.1 EXTERIOR ELEVATIONS - FRONU LEFT 2.2 EXTERIOR ELEVATIONS - REAfrIGHT, 3 ELECTRICAL PLAN 4 ROOF PLAN N 5 FOUNDATION PLAN r*,. d 6.1 C21s FLOOR FRAMING PLAN 6.2 ,.; c o ROOF FRAMING PLAN m —51 ABBREVIATIONSSN 7 LINTEL PLAN & DETAILS » -o N CV SN 1 ]C STRUCTURAL NOTES m fl w d c r DETAILS s �+ •3 AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Flr. Floor RAD or Red. Radius cc AC or A/C Air -Conditioner FLR SYS or Ar Sys Floor System RAG or Rag. Return Air Grill S3 go DETAILS d ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed S4 rr •A o DETAILS CL a AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle E AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator S5 DETAILS a ALTorALT. Alternate FRT Front REINF Reinforcing S6M DETAILS o BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room ST STAIR DETAILS BK SH or Bk Sh BLK or BLK. BookShelf Block FXD GL Fixed Glass GALV or Galy. Galvanized RND or Rnd. RO or R.O. Round Rough Opening SS RETROFIT DETAILS BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf D1 SECTIONS & DETAILS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector D2 SECTIONS & DETAILS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door Wp WATERPROOFING DETAILS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet PA1.0 PRODUCT APPROVAL NUMBERS CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower D / PA1.1 PRODUCT APPROVAL NUMBERS 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 PA1.2 PRODUCT APPROVAL NUMBERS CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir �' O \ CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) / / / O \ \ \ PA1.3 PRODUCT APPROVAL NUMBERS COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL COMP or Comp. Compressor K/WALL or KlWall Kneewall SYP or S.Y.P. Southern Yellow Pine SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN. CONTorCont. Connection Continuous KS or K.S. Knee Space LAUNorLaun. Laundry TB TEMP or Temp. Towel Bar Tempered ; ElM El a SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken /�El 1 u v SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL CT or C.T. D or D. Ceramic Tile Dryer LF or L.F. Linear Ft. LL Lintel Length TOB or T.O.B. TOM or T.O.M. Top of Block Top of Masonry 1:11::] El El E:]E:l El- SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. DCF Double Decorative Cementitious Finish MAX or Max. Masonry MAX or Max Maximum TP TR Toilet Paper Holder Towel Ring a DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window FBI a DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical a DIA or Dia. Diameter MGT Management (room) UC or u.c..c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR orVTE Vent through Roof / Exterior MEAN ROOF 15 FT. HIGH TYPICAL DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/orwl With FOR SINGLE STORY HOMES ELECorElec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WDorWd Wood MEAN ROOF 30 FT. HIGH TYPICAL EWorE.W. Each Way PKTorPkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header FOR 2 STORY HOMES EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXTorExt. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WP Water Proofing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PWorP.W. Pre -wire CODE REFERENCES ARE SUMMARIES FIN FLR or FF or Fin. Mr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 08/23/12 1.00 NEW BASE PLAN 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 07/30/ 15 1.1 2015 NEW CODE UPDATE 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 05/09/ 18 2.0 FBC 2017 CODE UPDATES 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 12/19/20 3.0 FBC 2020 CODE UPDATES 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 ter s 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 2074 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. �a ,.,�,••';�Sil3aiif};tfFi� J♦}`f ++++ (• 4 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. now E 1p V CO Cl NCo 05�� M M v LL Q LL J U- U- W a —ern o Le o IC103Z - "2 o 1 W 0 - 0 m w IL Z N MZ a IL@ Z N 6 U U W W ❑ ❑ U Z N � 0 z � o z Q � a N U) /� M V I z @O 0 o ■v� W N U � O w s V) c U W �— — E L l _ = ohs U o c Cn s �Q • N M I� � W C.0 M _I w w " E a. O O Zo Z ►— M �� 2 V O '¢o� V O U a Z L <= O wZ rn (t} ¢ O 0< O UZ W 0 o� Z m J � O �m QW �Z N o° LLW Z o WC> m 0 "� =8 o w wiz �o willM v 0. d F 3 J E2 M 4i rn M m W CID *N V) � T tv 0 = O CD cM O Lin N M Q L0 N t- 6 N Z` M N o z " M E (v Z c a U � cc a C, 0 JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. C S KITCHEN C7�� IO IIII � -i I O. BATH mrL1n7w77,,, KITCHEN INTERIOR DETAILS SCALE: 1/4" = V-0" BATHROOM 2 0 0 80 0 N co NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION VARIES, 2" LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 42" H UPPER CABINETS BELOW CABINETS - { H UPPER CA MIRROR I CABINETS � SHWR. SHWR. DOUBLE 30" H UPPER CURTAIN HEAD RODS 16 12" FOR PANTRY " FOR LINEN VARIES CABINETS -� ROD z SINGLE OVERHANGS THAT 24" TOWEL BAR g EXCEED 12" MAY O TOWEL BAR IN a ROD REQUIRE A SUPPORT w ON WALL ABOVE TUB OR SHWR. ¢ C // TOILET TOWEL BAR - wa O BRACKET 36" H BASE ON BATHROOM WALL O FINISHED CABINETS- = 0 COUNTER TOP 30" H BASE MEDICINE 4 r SHWR. ® ul c CABINET °0 VALVES = co CABINETS - TOILET t9 SOAP LL ^� PAPER tO DISH J `� r HOLDER Q O LO v¢ cc R a) �? a O 2x O Q 02 4 v M FRAMING CD Cl) cNn Cl)�i iv M rF TUB BOARD BATHROOMS, SHOWERS AND TUBS CLOSETS/LAUNDRY SHELVING io 4 1" R 0o --ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" WIRE SHELF @ -� +54" A.F.F. PLUMBING LINE -� TO SECOND FLOOR DRYER VTE HANSON BOX @� 36" A.F.F. EXTERIOR WALL) W/ 2x4 WALL z W PAD OUT z U Q � �U �U U 60_ >wr� U o� co 2 10 9S,-()„ 12'-0" 13'-0" 8'-3" 3'-9" 1 V-8" .1 '4' AC PAD OHB 35-SH ■ ■ ■ ■. ■ - - - - - - - - - - - - - - - - - - - - - - ■ NOOK LANAI I 1 8'-8" FLAT CLG. 8'-0" FLAT CLG. AFF o TILE T - I 12'-4" O 6068 SGID �. J. I � II � I II II ■ 0 1 IR a 'I p El ; z Fo-1 I bN r` 05� -- ; FAMILY �o ■ I 8'-8" FLAT CLG. ■ p I CARPET I� ITCHE 2468 8'-8" FLAT CLG. 1'-0" TILE (n 04 FLOOR G.T.--- _LO 6 _ ~ REF. - --- - - ----------- 5 ---N1-J ----- ZD T-74 3 2 (3)2xSw/(3) SPF DINING ■ 1 STUDS w/ (3) 16d GG NAILS @ BASE 8'-8" FLAT CLG. ■ S3 00 CARPET 0 4'-2 " T-3" 42" H 1/2 WALL OR RAILING PER SPECS FLOOR G.T. ----------------- 10 U (3) 2x4 #2 SPF ■ I O N STUDS w/ (3) 16d O r 0 NAILS @ BASE 1 �y. 4068 ARCH PW D R GG v v D. S3 0 c'8 8'-8" FLAT CLG. �8 (3) 2x4 #2 SPF TILE STUDS w/ HTT16 PE NK OTp b AT BASE "FOYER W' LAU N 8'-8" FLAT CLG. Q �° 8'-8" FLAT CLG. TILE S4 TILE H rllrllllllllllllltl W 7'-2j„ 4,-0„ 6'-74' 6,„ 17'-10" BUILDER TO 35 10 EDGE OF SLAB 2 C,PROVIDE APPLIANCE ■ PROTECTION WHEN D1 REQUIRED PER FBC NOTE: FINISHED WALLS oo TO BE FLUSH. FIELD , M I 8'-8"CLG.A.F.F. G.T. VERIFY_----- I - -- ------------------ - -- - - - - - - - - - - - - - I 8'-0" CLG. A.F.F. r I _ W LU _ _ _ _ - 4 i ENTRY w oI•---_ATTIC z I -0" FLAT CLG. AFF 0 mL----'J GARAGE ------ W U Ij=- O 8'-0" CLG. A.F.F. � J > 00 TYP. @ SINGLE N STORY A S3 (SEE AA/S3 FOR STEM OPT.) 4' 4" 1'-4" r--------------------------------- I I I I I I I I I I I K I I I I I S4 TYP. @ I I I GARAGE O I 16070 OVERHEAD DOOR V-8" 16-0" V-8" 5'-8" 19'-4" 25'-0" V-4"XV-4" "L" SHAPE CMU COLUMN T O = VIA TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 1,-4„ X1'-4„ „ L„ SHAPE CMU COLUMN HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 ! -30.8 OD +28.3 / -37.0 OE +26.6 I -29.1 OF +26.6 / -33.5 OG NET I-IO SEE SN SHEET 14PH k 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 182X25 S.H. 13 20 X 38 3 18 1 X 37 S.H. 14 20 X 50 g 1812 X 50 S.H. 15 20 X 63 181 X 62 2 S.H. 16 20X72 1812X711 S.H. 1112 27 1/4 X 26 26 X 251 S.H. 1H3 271/4X38 26x374' S.H. 1 H4 27 a X 50' 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 1/2 S.H. 1 H6 27 a X 72 26 X 71 1/2 S.H. 22 37 J X 26 3612 X 25 1/2 S.H. 23 37 J X 38 i 36 g X 37 3/4 S.H. 24 37 J X 5018 36 1 X 50 S.H. 25 37 a X 63 36 � X 62 1/2 S.H. 26 374' X 72 3612 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 52 � X 25 J S.H. 33 54 X 38 J 52 2'X 371 S.H. 34 54 X 501 52 i X 50 S.H. 35 54 X 63 52 2 X 621 S.H. 36 54 X 72 52 J X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-B SCALE: Ya"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classi duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND TYP. 2x FRAME 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 SECOND FLOOR LIVING AREA 952 S.F. 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION JR-11/R-13 KRAFT FACED (GARAGE / LIVING) llvvN ew 4 F E SS``��P,`�,�� r�1.I/f11I111100\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a �EQ o M J � N SNN ro, � N m m Y C sF-°° � ik t) J U, ju LL a M 0 LL a l i nw z z Z _ �°' L a 0 o W(1) 3 MNiD T,' °' p m Q a k z Z 00 C7 z w H N o y o00 W 0 - o z CO z J - CZ. N M zCo �, LL l T (� <n w � o a U 0 c S -N ®IN r'n U � • iO4 U c N I� o z< w Z CAM M J z � 4 � w m wo » Q� a O E: U oLL W° z Z® o a H rod o E ¢< �o gz z o ra <� <o wz oo m0 _Z z m J ym aZ. zZ N d O W > 7 C) 0¢ w� �w m �� 3 o J wa O yo NJc"> v is d r �3 0 c 0 ` > M J Orn M N t0 LO LO :3 r _ Q Cr � co N m L0 O = O CM 0 O L M N N Q � T M C` cS ' r rr' Ln Z Z E CV N li U J Q0 J JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. 1.1 0 KNEE WALL WITH 1x8 CAP &CASING OR �42" 36" RAILING 36" DB 3/4" PLYWOOD DECKING 16 15 14 _ _ 13 . 12 PRE-ENG FLOOR TRUSS J 11 10 1x TREAD (TYP.) - 3/4" PLYWOOD 9 1 DECKING 8 1 At 7 1 1x RISERS (TYP.) - 2x6 LANDIN 1 2x4 FRAMING 5 1 42" KNEE WALL WITH F- 4 1x8 CAP & CASING OR 3 36" RAILING r 2 2x4 THRUST 1 BLOCK CONT. HANDRAIL 36" "RASPABLE .°NT. RETURN TO \ GRASPABLE RAILING (:o)-- - - -,� WALL DETAIL q - - - SCALE: NTS 2x4 THRUST 6'-7" BLOCK O0 50 (3) 2x12 STRINGERS 1 3/4" PLYWOOD D2 oc�) DECKING - TYP. @ 6 2x6 LANDING c> CORNERS (2) 25-SH 6 2x4 FRAMING EGRESS TYP. STAIR SECTION SCALE: 1/4" = 1'-0" 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 eturned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1/2 inches between the wall and the handrails. rip -size: andrails 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. uards: uards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 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 phere 4 inches in diameter. nder-stair protection: nclosed 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 OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 1 CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/LISP 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 3 D2 SIM. w/ (1) MSTAM36 @ BASE '/ O 1 L' 3 D2 SIM. W/ (1) MSTAM36 @ BASE 3 D2 SIM. W/ (1) MSTAM36 @ BASE 2x4 #2 SPF STUDS 16" O(D @ O.C. TYP. @ 2nd FLOOR 1/2 33 SH 1 D2 EXTERIOR WALLS TEMP in 4-SH � CC nSPECS. � 1668 B.F. I 02-4.5'-6" I 0. BA H I I o TEMP. GL. 8'-0" FLAT C G I I%L. ON 42" G.T. o _ R/SH TILE HIGH KNWL. 48x42 - RECESS 12'-10" 1 T-2" -0" TS T-0" SHOWE 3 _____ D2 r: I TILE TO SIM. w/ (1) 7' A.F.F. MSTAM36 OWNER'S 36"x22" ATTIC ---�-� '_ I C la @BASE - 5 SUITE in ACCESS 8_0F '" T CLG 1 N I ih O c CAR T 8'-0" FLAT CLG 2468 1 TP CARPET 4068 B.F. O _ - - - - -- -- o BEDROOM 2 R/SH _ - - 8'-0" FLAT CLG CARPET 7'-6" [4" 4'-8" 4" 12'-2" U) IX can 0 D2 i� 19 N W to 0 H1 16 42" H 1/2 WALL 2668 5068 OR RAILING PER B.F. 15 SPECS 14 J 13 CO ----- S6 " A R/SH------- TYP. @ 2 12 it STORY. SEE 11 TECH 00 o O JJ/S6 FOR CENTER 7 ,°, STEMWALL 10 ni-3. OPT. T-11" 9 T-3" 5'-8" 7 3'4" 5'-7" 8 ti6TILE TH TO 7 ct AT CLG TA.F.F. 62868T11 TILE 1 Y (V N �t,TfH BEDROOM 3 D2 " 8'-0" FLAT CLG CARPET SIM. w/ (1) G.T. _-_---_-_-_ MSTAM36 11'-6" @BASE11'-2" ------- G.T. - - I ----� 00 ao o li SIM. w/ (1) r m I I MSTAM36 BEDROOM 4 T H @BASE 8'-0" FLAT CLG I Ci 3 CARPET I I p2 25-SH GRESS 9 H� (a) D2 25-SH 9 EGRESS 22 D2 D1 H1 B 13'-6" 2'-11" L 2'-10" L Z-10" 25'-0" I I I I I I I I I I I I I I I I I I I I I I -------------------------------------- REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" 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" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEEiNSHEET OH 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 25 2 S.H. 13 20X38J 182X37J S.H. 14 20X50g 182X50 S.H. 15 20X63 184X62} S.H. 16 20X72 182X712 S.H. 1112 271/4X26 26X252 S.H. 1H3 27 1/4 X 38 J 26 x 37 3 S.H. 1 H4 27 a X 50 $ 26 x 50 S.H. 1115 271 X 63 26 X 62 1/2 S.H. 1H6 27 3 X 72 26 X 71 1/2 S.H. 22 37 Ja X 26 36 2 X 25 1/2 S.H. 23 37 J X 38,3 36 2 X 37 3/4 S.H. 24 37 J X 501 36 2 X 50 S.H. 25 37 J4 X 63 36 2 X 62 1/2 S.H. 26 37 3 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 251 S.H. 33 54 X 38 g 5212 X 37 1 S.H. 34 54 X 50 g 52 2 X 50 S.H. 35 54 X 63 52 2 X 621 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. SECOND FLOOR PLAN - ELEV-B SCALE: t/a"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above f1r. 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) N H c 0 s W o 2 C- +r-. O eo a , V pa N C: LA_ a 1u o Q m eo mo ac 4b • °' a w as CD CA co 3 3 cc CJ a� _ro© y � A aC1.. U T ,ec`�i t `YC `• '� a T 'r 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 v E 0 E0 co 0 N 0 C 0 a� 00 N O W My 2 # LL 5 J a J LL LL 52 ti W CM a CLto � Z - a d Y ��o o 7 �N (O o W ��pjO1 cr m w Z - N Z Z" O U N ca> W ❑❑ U 2 z N � O O z z o N U) V) z � V 0 w o N c N �y U L VLU ~ J 8 ( c Sto, o w � � ,.> J Z i LZ g Z Z a Q 1L a E E U z W Z ZN a o z® oa FT (a o f 20 &z ()o SZ a Z CD tM ¢o ww in no > C `i y U mo �z Z F Za m N m <w 8 � o� z zz O a Z W T m wLL �� N F Fz h o IIIIIIIIIIIIII z�< °O = cc cc W L T N CO LO LO T T Cr co LO O O "qrM LO C N CD r N< LO 04 CV ai y M N o Z Ecc N E U a. _JQ p � JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. 1.2 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 SCORED 12 5 STUCCO 5� BANDS T.O.P.010 HDR. _ _ EXTERIOR PLASTER a0 ON FRAME 00 SCORED 1/2 33 SH N STUCCO SCORED BANDS STUCCO BANDS 25 SH 25 SH FLASHING 12 2nd FIN. FLR. T.O.M. - - — ------------ —---------- T.O.M. GAR._ .� ENTRY - _ -======_ _ _ _ _ CJ/WEEP___________ __ _ _ ---- HDR. HGT. F=7 ooooao TEXTURED v v 00 o CE I a SCORED 00 STUCCO FINISH ONON CMU MU °D � BANDS co SCORED in STUCCO BANDS n n n n n FIN' FLR.- -- ��r--��--tf---tL--tl---t--- -- -- ---- 16070 OVERHEAD DOOR 3068 FRONT ELEVATION — B SCALE: 1/4" = 1'-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS Men 1 12 12 5� 5 6" SCORED STUCCO BANDS e SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" T.Q.P'------------------------------ ---- HDR. ----------------------------------- ------ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------------------------------------------- ------ CJ CJ EXTERIOR PLASTER ON FRAME 25 SH LFLR._------------------r---- --- T.O.M. ---- — — — — — — — — — — — — — — — — T.O.M. GAR_ _ ENTRY HDR. HGT. SCORED STUCCO BANDS -------------------------------------------------� ------------------------------r------ /-- FLASHI NG 35 SH CJ / WEEP ---------------------------- 25 SH FIN.FLR. I - - - - - - - - - - - - - - - - - - - - - - LA - - - - - - - - I------------------------------------------------------------------- - - - - - - TEXTURED CEMENTITIOUS FINISH ON CMU --I ------ RIGHT ELEVATION — B. SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. overing 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.xl-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 manufacturers 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 R 0 "J Z 0 ci CL - o gym; N G 6L a �o s N 'O NCM •Q M CV CU x dated 3 3 �? io u e� � u as N A� c � �o 0 mpg ,•sa�,,,�N rr��A`�m `.\�� tT.' ems. � �✓' _ U w �O �r��i�ROFESS10ta �\� 9 r!!/tf1UIfIN'��,,` 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. 0 Ia EI- o c) 0 I+ N V d 0� N r 0 co N m oo tZ M yC')V LL Q J -J LL Lai.' a Z —v a m c � Lr. 0 0L 05 cp w m1 Z rNZ Q Z) N U O ❑❑ V M � z N � z z a (D N z � � o a--+ f'!3 w U O c d N = -. U rir E a� Of _ o J� w M � � Z 2 -J U- E ¢ Q N Q O � V W � ze o� ►- ry Mg 0O �U Z <. OQ ww N rn o <z mo c °� NV �LL ZZ '< Z m 7 m <m w �Z 8 3 T 0 w LL w S° a N W W m ao $" 1 - r3 o z w� =F 0 '_ v r 03 zQ �C > (y) J 0 rn 0 T to IUD LO T T Cr Li. m Lo O = O N 0 N N T N a L N M CM N T cM o Z Z vi E N M a E iv v c o JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. 2.1 00 00 00 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 4' OFFRIDGE VENT 5�/ .O.P. HGT. 1/2 33 SH CJ 25 SH 25 SH EXTERIOR PLASTER ON FRAME 2NDFIN. FLR_ ---1------------------------1------------------------1------ ).M.---- HDR. HGT____I__ FIN. FLR. v r; 6068 SGD CJ / WEEP 35 SH REAR ELEVATION — B SCALE: 1/4" = 1'-0" 12 5 TEXTURED CEMENTITIOUS FINISH ON CMU - — — — — — --------------------------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------------------------------- CJ CJ EXTERIOR PLASTER ON FRAME 25 SH 4' OFFRIDGE VENT _ _ 2NI — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ------- - - - - - - - - - - - - - - - - - - - - — — FLASHING TEXTURED CEMENTITIOUS FINISH ON CMU CJ / WEEP ___ T.O.M. T.O.M._ GAR./ _ _ _ HDR. ------------------------------------------------------------------------------------------------------------- FIN. FLR. LEFT ELEVATION — B 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. txter(or 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 1-112" 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 manufacturers 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 manufacturers 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 manufacturers recommendations. REV. 09.24.21 N N o 2 d Z W �+ n cm = % N y G tL d � O ca CD "CC CV m 3 a, x CDa� a, CU CD 3 3 0 mCM =° o a o` U �R• �JO� ••• f FL �� 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. E o OD NM Vi Q ��2s2s qk LL G J ll W Z 5 JLLu_ 5 a m e a Y tmo 0 W W o'g� - O7 m w Z ILLL IL 0 N M Z a 6Z U U co W ❑ ❑ Z N M z � 8 tl. N z �4-J f13 N WG 0 ,� v I Ly N � U �— E ._ c _ • o w clo M M � Z Q 2 � E Zoo >m g® Q a. O oo ' o f so o U wo a U Z � ra a t rL o a° o wZ ao o. m� °M Z m � J Nm a <w �z O zS UUC/i og O W 3 a4 a �w m �� LL za a j3 c 0 0 ` > cM J 0 rn 2 m L T N CID � T T /�\ Cr C Y m U') 0 O M O CD .� N N T N Q to N ui m T M N y M o Z Z C E N d M a 03 U d p JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. 2.2 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 FqT 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 �-O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) FT�V2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH L 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 00 #14 to lights & outlets NEMA 1 0 #12 to appliances and GFI 150 AMP/ 200 AMP 0 #10 to WH 01 #8 to Range 01 #6 to HVAC 79T MAIN 0 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.---, INTERSYSTEM BONDING TERMINATION PER 150=2/0 200=4/0 in 2" Conduit Bare Cu Ground 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. DEDICATED ' RECEPTACLE FOR MICROWAVE RANC HOOD PER SPECS 1.5" VTR III 3" VTR ICI \I` I I I I I I I � \I \\_ 1113 VTR PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LI SWITCH FOR DISPOSAL DWI j � 1 1 \ I :,KITCHEN SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS Cr w W H p w Z J �05 m IYUF=- > O A/C PAD DISC. WP GFI A NOOK 31-41 t. 3'-4" I TO LIGHTS AND SWITCH ABOVE G�II 6WN. LANAI ROUGH -IN FOR I OPT. CLG. FAN/' LIGHT PRE -WIRE — , / SWITCH OR DISPOSAL 1 FAMILY L _ I GFI ITCHEN\ I REF -31 I PENDANT ROUGH -IN FOR I AS PER OPT. CLG. FAN/ SPECS LIGHT PRE -WIRE ' /) G � � I / l � � n I / DINING PENDANT AS PER SPECS ' C.M. I I PWDR —� //1 1'1'I'1'IT I'I'I'I'I'1'I'I'I'1'I'I'I GFI @ 44" kWGFI @ 44" 7WH)A.F.F. A.F.F. W.H. 1 I Z w----__� GARAGE I t v O v L----- = GARAGE >-.. (r LIGHT AS LL v PER SPECS w >w ------------------OOP---------------j GFI I \—IRRIGATION I GFI @ 44" A.F.F. I I I I I I I I FOYER DB • \ \ I I \ I ENTRY Fl \4—D13 & GFI TO ------- I BE ALIGNED VERTICALLY I I COACH LIGHTS /COACH LIGHTS OR PREWIRE AS / OR PREWIRE AS PER SPECS / PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L--------------------------------------J SECOND FLOOR ELECTRICAL PLAN FIRST FLOOR ELECTRICAL PLAN — ELEV—B ELEV—B S Z _o .r c W i �O 4CM wN G ex. y Q � N a aj �CZ = e 3 3 rc •°' cu c` c d � CZ cc H Z d U CM CN 0 fV M 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. sn Ir a OE Sa m r 04 N co N ft Q ao °� '`J "- d% W yr20u, r LL W 0 a d a r0n MLLLL a 0 Z 13 Z z mca 00� L (6 O 0 � O N (O m J Q W �2"� J 0 Z Z L IL w CoLr) N Z 2 M (V U U) F- O U ❑�❑ Z W — C Z oo z o Q V J - � d � Z a - (� w � U O o w N fa r— U w A �� J E L U U3 o Q • �Q N CA I� ti o cn J w M (") U- w i O Z Z Q 0 y ii E V wo zo oa I� r0o U UO O'U o2 Z I,�� `� o <o <0 ffZ .w C o U mE Y Z Z m°� J m<w 8 r oa z gz o W w >0 a W m o w ¢ L O d � M v O0 ila 3 > cM O m i T N (U Lo T r � a co N a. U') m O _ O M N N T N Q LO T M M 0 z E yLO Z E N c (aE d U y Q Co JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. 3 ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators See Elev ( ) required q soffit ventilation soffit upper Ventilation Ventilation needed required needed a ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN — B SCALE: %4'=1'-0" G O O H C W t 2 m N m co Q m O N O O Y a E w ' CO car +� Q ee 3 3 '° U C C C CL O O O d V i w Vo WlV r� 11% �. ' 6 J d \� {-: S l 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. 8 0 0 C N r dMi rn NO Q C J LL W LL J LL rL — D a. Y to C 13 W , 5 04 0 S` °' W Cow IL tn (13 ILo Z N O U W ❑❑ M v V z N z O C Q � J (Z � N ^ th AU rl w � p a W V O w s t!1 c U ~- W gLLj _ l r• . Q as c N � � Jzi w zi M 2a O 2 U- @_ E Zo N Q � OWg o azW MO a 0 z SZ z CIOc <o z oYZz m� o0 z <� az a zz a0 T LL W m a �w �� I0 J M v w a? 0 zI°d 3 La >M J 0 rn P m i T to LO LO � T i� Cc o N U) m � � 4-0 = o CM LO N Q L ui m w cM N r vi C'M o Z z E N 0 a E c0 0 JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. 4 12'-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w I Z LU c CONTROL JOINT DETAIL 13'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION - ELEV-13 SCALE: Y4'=1'-0" N N a o C W 0 Z nw o ccwC" 1 am N C �o to Q N Y air n ar CU � C a-- c. t CC 3 3 ry � . N CU c i Z. y d C O oc to h c .a C � Q U /I ,a;,iI'trr/I pJ IV, ''',j�<�� 4;1> ✓;r, ,N . pF w �FL�- . i j f{ FESS`0 N f," rlf 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. 0 1� Op E b N p C'S 8 W O N p� N Loa V 0_� 0 LL LL 10r&i8,"t Q u. a a "!25 LL Z d Y tj Z LL SS z —ern O� D it m Q J z ILW Z N C7 Z C H Z O U ❑❑❑ W Z N ID Z o� Q v J cl- U) f7 C� L �TVS Cn W N 2r O W �N V) C N fn F— W l" < rn Q W NCD LA O J W M O Z W zo >� Z O Q a 0 W� Z C13F— (p U =0. U W O �U O Ca �z CO _ t L u2 <<pp W Z �� C ¢ p Z ¢ w i m0 FF z_ J � a > �z 0 3 ` ° 8 � So � W o m zo �� w J o w� �_ _ v z�a a °3 O >M O ca co LIDN � � r 'T^ U1 4-0 m = O M O M N t— N Q LO ci CD r- c'M M o m � T N L Z N C a U -j Q JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. 5 0 , N CO 12'-0" 13'-0" 2 D2 FT3GE 1 TYP. @ D2 CORNERS 0 80 N O @ 24"� O.C. MIN. O J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL ZI EK 1 L1 FT7G th FT6 97 nOi 1 TYP.. Em RG. WALL cr1 0 O FT8G r u/ FT13GE `— FT11 BRG. WALL Em S6 • ' ' TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL X35 IF ZI (2) A 22 D1 FT9 (2) A CJ3B o? En CJiB 9 D1 7 ti✓s D1 FG3 ^' D1 , -v A TYP. U.N.O. r- w G7 Co 5'-0" w A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) B4GE 5'-8" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft AND SPEED (ULTIMATE) 140.0 MPH AND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE SQ FEET) () VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP 35.94 49.57 49.57 49.57 GABLE -38.22 -38.22 1 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (2%) or 1Y/32' EXP. 1 0y6) TILE: 1%2' EXP. 1 (-'/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tY32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y:" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. 8d NAILS @ 6" O.C. TO BLOCKING (2) 12d NAILS TO - BLOCKING EACH END 2X4 BLOCKING AT EA. ROOF PANEL JOINT AT 48" O.C. MAX TRUSSES—/ 2x4 SPF STUDS - @ 16" O.C. WALL SET BACK 2" PER DETAIL C/S3 [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] NO I L: I HL SHLAH WALL I-KAMINU UULS NU 1 LX I LNU ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING SEE FND. PLAN FOR FOOTING SPECS. -ROOF OR FLOOR SHEATHING (2) SYP#2 TOP PLATE LSTA30 EACH SIDE @ EACH END OF WALL SEE C/S3 FOR ADD'L INFO. PLAN FOR DIM. INTERIOR SHEARWALL @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 - 1 Od 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 31/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (3 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 1 Od SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 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 (8) 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 151 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 64' 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. OR (A) OR 2 PLY ;ARRIER CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-B SCALE: Y4"=1'-0" m C ; e fti -m CO c � p lV de�wN y 3 o a, E m o r c� u •3A ea _m m � u � � c h Q c E n c� 0 °0°s ,/;',,,VN 'I \ d C� LO � 1/1111111111100�� 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. Boom t» W E V O fp7 y � N ,. _ t» inn Z` ui ,4JLLLL y r14 v LL LL W a Z —�— a �e d13* @C c 0 W0�pjO' Z m w ( M Z Q Z N O V U W C z pNp � z pp Q t1 � n V1 z v (1) 1 Ci � LL , N W CN U 0 (/ / LLr o Ly N u A L = �2 U Q 0 o w co M J aE p w° z® rC', rp G O �= wo U �E < o U Z �z Z wo �w S � �= ¢o m� o � z J NUZF a <z 1 z � ^ o� Z go W T C) 3 oLL Qo dz �w m,t w o w� MI5 ;o v is 03 �C:) >M J O 0 L T N m LO /� V CrY CU �` m Ln 0 O M 0) O N .— CV Q cLO a LO d A r cM T_ N o 2 Z E N u) m E w a 0 -1 a JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. 6.1 W1LWILL:..k:11 25' -0" (2) TYP. I_— : OVERHANGS OVERHANGS 19'-hlI � 5�_81I ENGINEERED CLADDING WIND PRESSURES AND SUUCTIIONIS FOR MEAN ROOFOHEIGHT ST25 ft D RSH VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 1 2e I 2n 2r 1 3 1 3e a=4ft 3r HIP -35.94 -49.57 -49.57 -49.57 1/ 10 GABLE -38.22 -38.22 -60.99 -60.99 60.99 78.58 — -- --T— ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): l \ ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD 1 \� �� 1 ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1 \ 0 is 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 O I 1 (D I SHINGLE:'/6" EXP. 1 (24/16) or 15/32" EXP. 1 03/16) 1 I 1 I I i I I TILE: 1%2" EXP. 1 OY16) I r 1 I I I I NOTE: 1 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %$' x 0.113") NAILS - I r 1- 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" 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. 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 1 112" 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 HD313 * 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 31/2" 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 -1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (2) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ 32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 555 1 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD LWEVERY 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) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B SCALE: Y4"=V-0" N N o � / C3. W Z si new o o cra to v �oox •• a o = O N N m ]C h Ru a as c o Q 3 3 ti Cd a C �? a ra u 0 g �0 W N :p ` �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 Engineers signature and seal. 0) W vE 0 Q 8 0 o 0 N r oo M M e7 # LL Q CID u_ U. LL LL W o- w Y Z -vim acc C cc 103 E- f—g $ Co W 00 0 2 W m w 00 0 Z ,� r- a JL IL J Z N O U U vVi W E3 13 U ^' z N z � z � � Q d � N — M N 'z'nn 'WO V O LU � U 0 W N c h— N w m J � E ® L $ I to U `n C__ to � o co o a w M J a Z < L.L E zo >N z z® Q a 0 CJ s� w ❑ a H r0 f0 00 p rp Qisa SZO wZmW cD (10 Cx a a o� OUa m oz Z z m N 5 J m a" aw 8 o zz 3z W a wLL ¢ a o W r G m O y� 3 O wa O F 'ro 0 . N a Ov 3 >M O 0 ^, L T (a Ln LO � � r Cr Y CU A ^ L fi M O / = O M Lin 0 C:) T (V l Q LO ai M T o EZ ;cc m w E (V 2 E n a3 r_ IL U Q 0 JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. 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 G 1 .0 a e vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 817441B/1T8F40 113/1T 8RF400B/1T 8F321B/1T FORM dr GROUT SOLID W p �' •:s• N � J O I 15 BAR CONT. 8F12-1 B/1T V' LINTEL DETAIL SCALE = N.T.S. MI MIN ON 00 M =I slow No F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY a 8F 16- B/1 T ¢ 00 tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cTf pr�Tntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN. (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL d ° a ° A ° .M.U. #5 REBAR AT TOP °° ° a GROUT MIN. (1) REQ'D 1-1/2" CLEAR 0 a ° n e ° 5REBAR AT =how a BOTTOM OF w w ul, LINTEL CAVITY V po to OTTOM t] tr �j X Lu �-- REINFORCING PROVIDED IN LINTEL ¢ ¢ Ci Z LL Ci w ^n ¢ •' Q allo 0', 5 REBAR AT BOTTC 7-5/8"ACTUAL 'NOMINAL WIDTH (VARIES) to � a AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementibuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"x1 J" TAPCONS OR TITENS -CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN "T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" O O 5-10" LL 13'-0" LL O 8'-0" LL O 4'-6" LL C 4'-6" LL MIN.B 5'-8" LL MIN. E 17'-4" LL LINTEL PLAN - ELEV-B SCALE: X"=V-O" N N .r_` � -o o owc � C..,�� N co2 N = Q N r0 co dazry C W Cz -C u '- Q 3 to n .as d a` o 0 cc .2 a .a a E a� `' 4 thy+ R-' . • .. • .. �1 •..��\\ �'I Y IL s f.o 3SIOv 111111111111100 To the best of the ngineers 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. 0) W a c E 0 8 c (5 c: N r to wV M 0 =� a LL W LL LL a- J _ 0 11 w -va, a Y aa BA t p SO O � Wo°'°' Z m U) Cl)N Z Q J /n V= N OU W El ❑ U R Z v J tl � N z v CD � u' (6 N w U O w $ In is y �V) ®® U w �- E t � U A Q w M M � o Z ¢ U @ E =o gO >� a n Q tz E U oLL z =® oa H t6 E A 00 oZ Zo CO (� �- < Z w z 7 C: ,= q om o� W f s� Z z my Nm<w �z 8 O f 0 , U "� a u�w W a M W M_ >� o w� _< °1 �� 'M J O a; to c9 ^, T L CV (o � T T CL-° LO a) CMV Lo N �' r Q to t0 LC) EM m T w to o Z Z E CV 4 cc o C JOB NO : 23-06123 SCALE : AS NOTED SHEET NO. 7 .0 l.11 Y19LY., .. . , . _ } _. �,,1,.-`_ -- - �11�_, �Y d 1 1, i .11l�,...�1.�- _..Y .ii.. .1 1.- _1 l-i . _Jl i - _ . 1 _ -}' li! 1a11 --....L�1 �4311< ;il !,W' `,'` '' , yp _ n J6r YPiH114�i l�Yh.' .� i . xn,IYLY�6'1 u iY•Y 1 . �' YII.111LIL'LL ai�II NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD, 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-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. 3" 2" 1 Y2" %a' CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4,2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2' MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 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 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 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. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN 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 MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 'DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE 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 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0.162". 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 PRIOR TO INSTALLATION. 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. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE 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= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 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/sprinklersystems including all risers and spray heads shall not be installed within 1'-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 backrill 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 r@irill occurs before vapor retarder placement, retreatment Is requiretl. 9. FBC-R R318.1.5 C ncrete over o and mortar along the foundation perimeter must be removed beore exterlorpso 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 mupt 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. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS - WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE T E SYP #2 O B OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C_ 2 V 0 w o O _W cS a o CO C..)N -o Cc sc a _= A p w a 0 cc a+ �c m c s a� w � m s C, 3 3 cc 3 m 2 a Iz .!! s, VY Q fl �L= 1O o a cn ••::i'•�Qt3n�it#F6t�Prt♦ �'. 1/ r., . L 76 i Q) ch P; 1(• C ? F L �v .......... C+%� O N '+�.•� ��.' S S 1 Alit 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 `r EE a N N 6 8 8FA� 0 t- OD r• r'n�-� di M ' LL a C J LL W ,i i� o Zr- _ cc a 0 t �_ o 50 Z � N Q LLW t°��O' 0 m w Z N OU W 1313 U R z N M z o J N M ^(�1 z o U o W '4'�• a) � p a is U 0 w s 9 to c U) U di W J z U ) • o z w M J ¢ � Z a � W w� Z. i0 w ° " t`° rt7 CL O M o< d z o '0 o� K Z Z <om� Zn 0C¢Um 0� " QWZ z oo w- WC/D w� �o Mill!o C15 < N O J >M O0) m 0 ^' L r N co L0 T_ T Q C Y co M Lin 0 = O co LO N cM O Q LC) LO M T_ T i6 L0 o Z Z E N a ro a E U _j Q o JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. SIN W A 0 i m 3t N 0 cn .S THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" 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 0 O 0 51-0" NQ - c� STUB -OUT FOR 0 o o LO GAS METER - U O F. 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. V-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1 /2" 6000s 1.8/1.7 wood panels 2x _ + 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 112" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 1902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building �1/16„ code for appropriate 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 Boise Joist Blocking Use 3" (10d) nails at 6" n.c. V/ Provide adequate bearing for each lapped joist. odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D to (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90* HOOK BOND BEAM 0��7 �� SIMPSON MGT w/ (22)10d w � NAILS TYP. GIRDER TRUSS a STD. 900 CONT. #5 BAR CONT. #5 I HOOK �F� 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 SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap ?min. 2" max 4 max. Clinch nails when \ j possible Tight fit 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth I End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 1 2-8d - d BC16000s® BCI6500s® 9-1/2" 11-7/8". 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 1 2-8d 6-8d BC1 60sF 11-7/8"' 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90se 11-7/81' 1 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d ` 6-16d J - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6A %" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. 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. 1Y" 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 %" 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. �When joists meet over wall, provide 1 3/4" minimum bearing for each. 5/8"0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. install tight to top flange. Joist hanger \ 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 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height — —a requirements IF -0.6 X Joist / depth A/L I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS SEE PLAN FOR °• a• . • FOUNDATION INFO ' d' STEM FOUNDATION GRADE REINF. SEE PLAN rv%, t,nmor- 4 rv%, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. JOA LOCATION OF SECOND H10A SIMPSON ° (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE 4 d PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION TOP (2) #5's x 4'-O"—\ Q d a PVC OR SCH40 SLEEVE >—PLUMBING LINE 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 4 v d d 4 a. d da G ICI 15, 11 II I .4III— a I_II I II II I I; a rlT T rT a SEE FND. PLN. SIZE & REINF. N N 0 2 m� �W i N o C•f n, y W C C *4etm m & w e a $ 3 0 =o d � E a i ,,,,•e�+��°tattuurar r ° It S S I C,tZE ON To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 4 E 8 N o �8 V C Q7 LL u. COtb LL MN 3 U7 2 tnM0 �` a. LU a d Z JLLu-z O� �' mc0 c mo o o jJtON(O W ogn•- ¢ m W Z LLN (f4�� Cn Z N Z v I=- 60 ❑❑❑ W (D Z N O t� z � z o J a r N € C1 (� tli ,,, L o a V g O,, s Ul) Of in � c W J _ O $ U o' c m � ¢ 0 r. QId t co W CMM " m Z p 'd'R ii of Wz z• 0 i@ ro CL o E o o as o < E3 ai f— wp o wz Uj moro ,_ O2ZZ� 0o� aW oLLW -z << =ffi v zl< d'o 0 3 `� >M J 0 rn m m T i co LO � r r Cr oca N N L.O O N N T N Q L ci 4� C T tM CM o E N co e a m o E c°� 0 v a: a o c c JOB NO : 23-06123 SCALE : AS NOTED SHEET NO. SN 1 3 W I 0 ES m N V) J N O I N N L0 0 ? L chi ILI a N N S. a� 0 0 CL 0 C� M O rn LO 0 0 N 0 rn 0 0 m v N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 � P') VARIES TY INSU 5/8" OR 1/2" HIGH------ STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN _j 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d PRE ENGINEERED WOOD 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 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM i, D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8„ I RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT f GG ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=l'-0" k 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 WL U.N.O. U.N.O. #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN =z; FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W16X6 d NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C = r N °y - Z 00 f. 6 MIL VAPOR > __ — = z ' BARRIER ; p 1 COMP. SOIL. ° (COMPACTED TO 95% — — — MODIFIED PROCTOR — ASTM D1557) 3" MIN. CLR. ON #5 R CONT.--/1'-4" (1 STORY) CHAIRS TYP. CHAICHAT4„ STD. 90 HOOK SEE 1'-8" (2 STORY) U.N.O. U DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS � z M °Q T ' •: • SEE A/S3 OR J/S6 = FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES I GARA( GARAGE SLAB AT STEP SCALE: 3/4"=V-0" M 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"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 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE 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"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 CI C\/ no no, (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 INCLUDE THE WALL @ 24" O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS 2/ /6x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH �31/2"MIN. �31/2"MIN. . ° e ' ° 1/2"(min.)-to — — T 1/2"(min.)- 4„ ti, y - - 31/2"(min. -41 ° 31�17411 IF (2) #5 CONT. ;, (2) #5 CONT. 4„�T{I" 'T'g 4 1-4�8r U.N.O. MIN.U.N.O. N. TYPICAL BEARING WALL STEP SHEARWALLrc-'�TYPICAL BEARING WALL @STEP CC "SHEAR WALL" SCALE: 3/4"=l'-0" S3 SCALE: 3/4"=1'-0" S3 GOB•" �� 0 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. � 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \MJo s J LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ \conk 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY �° APPLICATION NOTE: 10'-0" (R302.11) ;a #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT ° @ 24 O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS �� 5/8 DIA. EXPANSION BOLT @24 (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 'SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) W/ (10) lOd NAILS SPACED EVENLY iv FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM - 6 x 6 W1.4 x W1.4 _ TYP T 2x P.T. PLATE .� PER MFR INSTRUCTIONS w END OF 2" x PLATE WWF OR FIBERMESH M E ASSUMED FINISHED #3 OR #4 REINFORCING BAR � GRADE - ° . N� i z_ #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40ksi a ° Z .° M p FINISH GRADE oo 25"MIN LAP [30"MIN LAP] [GRADE 60 MIN. Fy= 60ksi] a to ° c MONO OR STEMWALL➢. FOOTING MONO SHOWN14- =RRTIIE�'Ff FOR CLARITY °O6 MIL VAPOR t> to ° -°C? — —,z #5 REINFORCING BAR #5 LAP SPLICE NOOR BEARING WALL - T COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY _ 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"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=l'-0" SLAB INFORMATION. SLAB INFORMATION. .-6x6W1.4xW1.4 WWF • - FIBERMESH GRADE �Iln09111-1IN1 �111=�tl Igil • . MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d CV ' Cl) N . a' ; , • w T. . 1 a - — • , :. 4„ OP . •y I t SEE A/S3 OR J/S6 -I I T. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0° CONT. BEAD SEALAN INTERIOR A. -3 1/2" .• 4 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 c0 E- F- _ M 6 MIL VAPOR BARRIER 1: 1 '11;=1L=1►sue=�r—n��n�u 0 9 loll '�II�II�.IL=11i� �III� (2) #5 CONT.— O N 3" CHAIRS ��. REINFORCING•1 HOOK BEARING#6 LAP SPLICE TYPICAL INTERIOR REBAR DETAILS rF WALL w/ UPLIFT FOR FOR TRUSS AT 24" O.C. MAX. " " " CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN coo (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7116" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE > w SEE PLAN FOR STRUCTURAL —2X STUDS @ 24" O.C. U.N.O. g o SEE DETAIL 16/D1 FOR w COLUMN SIZE AND BASE LU CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w 0 SIZE VARIES PER PLAN CONT. BEAD SEALANT Q > w/ MIN. (2) #5 VERTICALS _€ > -j FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1.4 N o W SIZE AND REINFORCEMENT) '- WWF OR FIBERMESH r, ° BRICK PAVERS or SLAB PER o 0'-0" FIN. FLR.jk COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=1'-0" ��S3 SEE A/S3/J/S6 --' 1 8• FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm-"� SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD = CONT. FOOTING STEEL MAT REINFORCING. r ' So GRADE M LU w �aWw v LL � M Cr FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N o . �o Z � Q� o co 4 3 �`'z'�'° 3 a3i cu i m �� mo o a � Cl i �F(o W/V iftsl/l/fRtklr�l\�`��i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these de drawings comply with the 2020 Florida Building Co - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �E Lorj 0 ��C (n N Q LL a N C-i V 5225 J U_ LL LL 5 5 a 0 V J a he04 Z t- o LW��pjO' m w ZL0NZ¢J Z N OU U Z N cq z $ z a or N z a � p V O w s Y / � E ® lJ J J r c4 = U 0 �' c ch � • �0 o w CIO M U- Z C o Z 2 > a E wo '<� >� Z Q o V o0 wi Z® oa ro o E Ma VO as 0o Z w0 X< w= c ao mf o1 Zap}z m J <b �Z 8 °0 �° 1w W �ff =3 J o w a 0 a 'o C3 v aH ° zlz 3 gO � 'M O a� T (0 LO LO T T `0 ^, CN AQ �/ / LO ii I"' M1ii _ O O M 0 N T N QLO LO M M r :3T N LO o Z E N E r - a v c°� -j ¢ o c JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 w A 0 i m N 0 0 J N 0 I N M cV O ? C v 0 39 C a N N E �y N E i a 0 ti N N c 0 a. N O S 0 w 0 v N (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK - PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER Ila4" PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + STUD W/ (3)10d NAILS CRICKET AS REQUIRED ++' , SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW i 1/2" EXTERIOR GRADE SHEATHING —� ;; - r_ FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN Vi EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W! (1) #5 FOR CONCRETE PLACEMENT 7 • .. • • ■■ill I�I�■ �Iill ilkE—E LIM-- �IIII IIIII11-' NOTES: 1O 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9112" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL 70 MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE � 1 W T O 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 POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B 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. 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.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' 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"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (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. Op SIMPSON HTT4 TYP. OHO �A 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 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 SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD T 2x TOP PLATE Cn V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L.F. O.C. MAX. PROVIDE P.ANAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK mt ALT. KNEEWALL ABOVE MASONRY WALL DETAIL- _ L SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE - NAILS TOTAL) EA. SIDE OF AB, SPLICE STAGGERED N. ATTACH ALL EXTERIOR STUDS W/ 1A I 16d TOENAILS T076P 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. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P.T. XA PLATE SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SIMPSON SP4 —I INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RECES SP4 SP4 /-LINTELS SIMPSON SP2 d NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED io J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 1 d NAIL 4" 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2)16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 0 S @ 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 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 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. S4 N N d •- 2 � W z N Od c Q w c m N�. eu Y ai n y y cu e ee 3 3 i y gCN a � .� r. 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 E � � g O � V, N I» M 0 z5z5 LL C LL u-W 5 JLLLL Z -v a 52 s «° � � ;E (00 Z ILW -�O'O1 m w " co NZ a K ZN o<0 h00 W ❑0 Z N � z � S N V) z U' fQ w g � U o w Ln c �c/7n�c �V W •, L 2: ��c `� 0 o z M M Z O Z Z gry LL a E E zo Z E U a° z -I Z® p" 1. (6 O E 0 %U a� U o - < z 0 po o w= �� cn fa<z mo �� ZF z m cu J NYU O ¢. Q W �z $ 3 3 W 8 Z tW W o < ,_0 ;o ti M 05 8,01 E >M J O a; �o N (0 Ln LO T �\ Y cc m L+; i 4-0 O W CM 0 Cl) N T N Q LO LO d M 3 LO o Z t0 z y E N M n E U Q 0 C a) JOB NO : 23-06123 SCALE : AS NOTED SHEET NO. S4 llw tAl�l�ll' �r'1� ��*��1�A�+rrr�ll�lrAR��IFIg111A"I� SIMPSON HGAM11 W/ (4)1 /4"xl 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 NAILING SCHEDULE FOR SHEATHING I 45°± 37 45° ± SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 2x4 CRO BRACE SHEATHING DETAILO4R 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM ' EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. EACH JOINT w/ (3)10d & SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END L BOARD GABLE TRUSS ATTACHED W/ 10d NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @..ST CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED OS 10dX3" @ 3' 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 10d / 2x4 CROSS BRACE APPROX. 8" & (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" 0/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 INTO 2 x6 P.T. PLATE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10d 3" 4 O/C SPACED 2x4'T' ON TOP OF PANEL x @ 1/2 x 8 J BOLT @ 48 O.C. @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 10dx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 10d NAILS & (4)1/4"x21/4" 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N N T SEE STRUCTURAL X-BRACING, AND TOP � N NOTES AND NAILING CHORD BLOCKING `° � � SCHEDULE FOR INFORMATION SHEATHING DETAIL BACKNAIL w/ 1 1 (2)16d NAILS WOOD TRUSSES 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 12„ " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS 4D� 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 @ 48" 0/C FOR THE (2) 16d NAILS OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST ROWS OF • 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL O/C w/ (2)16d E 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARING LOCATION , D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) - SEETYP. WALL SECTION FOR SCALE:3/4 - 1 -0TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS ADDITIONAL INFORMATION. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE MIS5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" ISH SCHEDULE TTTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE .2X4 #2 SYP W/ 10d X0.131"@8"0.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4'T' ON TOP OF PANEL) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g I r — SCALE: N.T.S. S5 \- MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON — LOAD BEARING LOCATIO (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.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'4" 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"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" 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. Ir�A CL Y CORNERJACK Q tY W Z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 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 TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX s- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. INS a NOTE: STOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED 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 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION � W ti a i y = W Cc o N Q N J9 Q•Y as a .A-- en m o c c � Cj 3 3 e z.� Z"- Z.o _= E 0R N ��. .. •• �, v � M ��Z 19 U o� �0Q ' 1 \ R@f•ESSlow- 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 0vE '4 8 0 Lo v 6 cs N p to ID 0 u- /t» 12 -r LL W -9 LL w a a Z °' 0 ; W w mIL 'og°' 0 N CO OU N Z W ❑ ❑ 0Z N co z � $ Z a) Q Cl- M N z � o v +-J � V a) 0 w s N c �N = s U„ L � m c� o rv co 0Cn • 0 N I� o z w aMi J 3 m � Z a M I.L ce o zo >N Z® E sc, w� ►`° ro o E o � U o 0< Z� ,� g' H �= g <o WZ y = m� z m J w <b aw 8 zz no Z oa W W m az �k o Wa I v 9Z 3 C O O i >M 0 rn m O i^' T (ID LO LO Q '� `° N (� "- LO co CM � 0 N N r N Q LO (DLO m M T_ T LLB o Z Z N E N �, a E U Q p JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. S5 3 v w r-I N m N 0 19 J M N cc 0 I N N 0 0 N 0 c 3 Q N N F�— ad'i E 0 0 a i a is x J a> t� N 0 a? 0 a N N d z0 m 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS / 1/2" GYP WB J/ DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS —J 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)1 Od @ 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 CONCEALED SPACE INTO APPROX. EQUAL AREAS. , FLOOR SYSTEM PER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" 0.( BASEBOARD MIN. 2500 PSI CONC. SLAE MIN. PSI MAY VARY PER MUNICIPALITY E rr. N ° d T cri �T MET, 6x6 W1.4XW1.4 WWF OR FIBERMESH ::FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE W/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 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 W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. �LU —INSULATION PER CHART ON FLOOR PLAN rB_""'Y R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP w/ (8)10d x 1 112" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1Od 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)1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: ' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 'T' CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 E S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) vLI_ 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL W n AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE N TO CUT BLOCK OR POUR SECTION J/S6 CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 4'40 6"BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED =1NISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN 74V'T' STD. 90'HOOK(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE V-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=V-0" S6 FLOOR TRUSS 00 SEE FRAMING WEEP SCREED o z T PLAN ; INSTALLED PER MANUF. , 9 T SIMPSON HETA20 w/ 8 10dx1 1/2" 2"x4" CROSS BRACE @ 48" ( ) O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"" ^ 2"x BOT. PLAT[ (2)1 Od @ 6" OX PRE-ENGINEE FLOOR TRUSIc 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 u INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)1 Odxl 1/2"ri NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. TRU RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE . O SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH s '°.. --%\ - r (3) #5 CONT. ON 3" 8" 1 1'-8" l 8" I MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTIONK*-S' SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 B 15/32" OSB EXPOSURE k,x SHEATHING PROVIDE x BLOCKING AS f REQUIRED PER c SECTION X-X IF u_'j NOT FULL r HEIGHT SHEET C y z M G FLOOR SYST (2)- 2x TOP PLATE BEYOND I 15132" OSB EXPOSUREI F SHEATHING w x SOLID 2x w C BLOCKING CALL C SHEATHING 0 EDGES (SEE OPENING SECTION X-X a� C x �W 25 x E I- 2x STUDS w BEYOND. y SEE PLAN o O CD '-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM MAI I f-1 r\/ATIr1AI MIAf%MAkA 3/8" "S" = NA SPACIN S 3/4" yr SINGLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2X4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFRTI(•2 SECTION X-X T�7 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" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANY8". z NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL x @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai OSTAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL w LL O a O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > O O r�iY ^/ COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. Z � F 2 X @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL U. - N w 0 O MEMBER IF GABLE END c " NOTE: K,`C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131"X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE Op ti�FR/0 N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZON ALLY @ INTERVALS NOT EXCEEDING 10'4" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH , d ° -III-I � I -I I I I'•:° •.:. III=III=III :. IIIIII =1II�� III II II ° I 1�-� I III=III=�1 (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING IN m 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 4'4 (2) 3) (2) (2) (1) LSTA30 (3) 3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS AT EA, STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE T ;IIII;1I 49 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. u Y C � o 2 W .0 �v M� m N y C &A. �C ev 4 Q m o ft 3 °i " yc m C- - m cc Q � o +- Q 3 3 � .2! up ro =S. p--o `0' o A. u .� ,.POW/ 4 `l v C* • .`J �lJ1 � Ul R:•` "Isiooll 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 E 0 g8 a_ o N � C W i— 0 _-, UB ti�32 2 n, di y CO v V. Q C J ut W n _j W Z a 16 0 O: 7N O -00�O.W� OQO M 0 Z ain No� U)Z 0LLWt�r- W ❑❑ 0 z z � � J U a co co c/1 zC3 � o v lL Cf., Q) ,,, 8 V) c y YZLn fC3 �- U � ® W t" = L z� U � Ofr. $° • Q `8 o �z w M J 0 G 0 Z Z i E tt .1ffi n- E O S z 3 e oa H r6 o 0 �a°z �o z �`° ao <o�J �z c3 c <z 4 �8 mo °z z m a�i J aw Mz N ¢b °o ao W �3 <o N r— o <a .0 �o s NJJZ 0 033 >M Oa' T (N T 001 07 `° nQ Li m C) M N co O Q LO N T Ln (D m co T vi Ln 0 Z z E m ?? ccN _ M FL a 0 _j Q p c JOB NO : 23-06123 SCALE : AS NOTED SHEET NO. S6 (MONO) 3 w 0 i m 51 N Z2 Z. M N 0 I N C14 cV 0 0 i L N J� I C 3 Q N N d H aa) 0 a i d: 0 0 tz 0 LO c 0 N N rc 0 W m •v ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 /g VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING FLOOR JOIST STRINGER MUST MAKE FI CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO } F 2x8 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING x8 SYP D 2x4 PT NOTC INTO STRINGER H D 2x8 BLOCKING FOR STRAP 2x8 SYP L1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED — i / DRAFTS P 0[t lit 2x4 PT NOTCHED INTO STRINGER AND TAPCONED L 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE 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: " = 1'-0" 2x8 SYP 2x SYP CUT TO FIT BEARS IN WALL — ----2x12 SYP BEARS IN WALL *--2x6 SYP B-� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN "' AND J" 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 F77/, i `- 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ NAI S) x 1 1/2" NAILS) / SECTION VIEW "A" SECTION VIEW "B" STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER i 2x4 CUT ON BEVEL - DOES NOT BEAR IN WALL SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH 2x4 BLOCKING FOR 2x12 •2x4 PT UNDER 2x12 C tAN E MOISTURE CTION ZAATS X O.C.ATTACH ALL COMPONENTS 1x4 OF STAIR TO CONC. W/J" X NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / G.1y_� TOP OF STRINGER STRINGERS Rlo 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT AND NAILED TO FLOOR WITH GLU (14)4) 10d x 1 1/2" W/ SIMPSON H3 — AT STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" RINGER 2x4 GLUED AND NAILED SECTION D—D SCALE: 1" = T-0" -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER —/ FOR DRYWALL SPACING SECTION VIEW "E" E SECTION VIEW SCALE: " = 1'-0" SCALE: 1" = 1'-0" NOTE: 2x8 DRYWALL STOP NOTSHOWN SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM - GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 t"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 CONTRACTOR PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT _TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING •2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" N N � o Z � ci Q c g33 4 ,y Nns a, m CU � C Da a3, : =a Q -o �o E a o c, 4; 0IN a+� C� ++% r ' � r s 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. � E g � S 0 C CI rjCv0 J a) J Q JLLLL u a a w Z — : o, a Y WW ' IG in�OT m w Z N N Z Q LL J J o cQ� N Z V M C Z N M z o Q v J n- N lV U) z U 10 V s x-J— " � U Q) O W s to c w ]k YZ� w z�8 t U Of Y Q Q N S� o M Jz � CMO f+� J Z N Z Q LL zo zo Q N C1 O U W LL Uj i Z oa ccv r—� o E tj XV az Uo z d � Q O &z W w ¢� � CIO as a O Y Wf mo Z LL z m � J m i0 �''<w 2o 8 3 a 0- g T oLL az y F LU`, O m a a 2 � K Z w sr S� mi M dO zl< 3 `� >M J 0 rn m c9 r L_ N co LO LO � � 1� � (n v+LO m = N 0) N T N Q LO LO M w T M y Lf) o Z N co a v U c JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. ST i I f} ' Hf' P, 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR N. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 r 1x4 P.T. 3" E FURRING 3-1/4 LONG X 3/16"0 ❑ L FURRING 3/16"0 X LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" - APCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4"NX8 X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRYTHROUGH 1-1 /211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1 x4 P.T. & 1 x8 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" El x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 ❑ TAPCON @ 16" O.C. & L END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 7x nFTAII 9 1/4" nFTAII STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS 61BRACE/ BLKG. \ -2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -- 1- /2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1 /4" MAX • SOLID BLKG. AT TOP BTWN. I ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK — SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - /4" MAX EMBEDMENT INTO K.) 2'-0" 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. W/ (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 Ti 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 2 x 4 SCLID BLKG. (FULL WIDTH OF WALLS) BTWN. 0S13 ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K"K B-B SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --2 x 8 45 DAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (1 JL VIL' ti ±5A NOTCH WEB AT FIRST 2 COURSI ;APACITY = 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 21/4" 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 4W WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 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 JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4Y.' 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 K*T� SCALE: 3/4" =1'-0" Qs") FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" �R ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED STD. 90° HOOK 2x BAND JOIST W/ FACE NAIL 10d (TYP.) ` FACE YP.) NAILS 10d @ TRUSS VERT. WEB — METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' +2rr NOTCMVEB @ FIRST COURSE ` SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2"SDS SCREWS ` INTO BAND JOIST & (4)1/4"x2 3/4" THE TITEN INTO K.O. BLOCK :S ' ` FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS,) SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW ALUM DRIP EDGE BRG WALL TYPE PER PLAN 2x SUB FASCIA 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW L CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO I L 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 SF01 SCALE: 3/4" = l'-0" (*") FOR ALUMINUM SOFFITS 71'4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x + ZFNGP/Y EACH T I 1JEr— EACH TRUSS /� �� 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + + SUPPORT SOFFIT FILL 1st 4 COURSES SOLID W/GROUT ° Y FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN ,. ° RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D. 1'-0" 5'-0" ° ►.. #5 BAR X p. 10 ` ° CENTERED W/ ► ..' ° >+ IN TOP q ►T KNOCKOUT/ N CHAIR BLOCK MONO FOOTING ► , ° SIZE AND REINF. PER PLAN °• AND SECTION DETAILS CLEAN FILL .► °• ° ! DIRT 6 z STANDARD o 90' HOOK iv #5 BAR IN FILLED CELL, .` STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR `. • CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D ) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") 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 (MAX. 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ROOF EXTENSION M Cr z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING IN LIEU OF CHANNEL REINFORCING WITH MIN. 3" COVER 6'-0" SCALE: 3/4" =1'-0" SS SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP U_ v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °' 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL - o ° ; , SIMPSON HTT4 w/ (18)10d x 1 SEE SHEET D2 AND FLOOR PLAN FOR LU a U A REINFORCING AS FOLLOWS: SEALANT 1/2°r NAILS TO STUDS & (1) - MORE INFO g 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW ► e g — — 5/8 DIA. ALL THREAD ROD #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6"MIN. LAP SPLICE W/ ► ' "SET" EPDXIED w/ SIMPSON SET 0 g EXISTING FOOTING 2 #5x6' IN CONC. ( ) * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL /� REINFORCING PANEL — ° — EPDXY MIN. 6 EMBEDMENT & rr 3 MIN. EDGE DISTANCE ` � `" FILLED CELL SMOOTH. DO NO FURROW. ° ► DRILL 3/4"4" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT = GRADE n. > SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: - ° p REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. , r \ v H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL P-ASTIC AND BEFORE FINAL SET. AT THIS 0 ° TIME RAKE OUT ALL SPACES REQUIRING SEALANT TD A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° 4" SAW CUT 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) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. 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. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" RETROFIT FOR MISSING ,a FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" N 'N � w Zo � a 2 C W o V y G CO N � L � Q m o= m C, 0 :S Q eo 3 3 ro �¢ CSS � n � m a � 0 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 Edifion. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E Q 8. O N V w CS C11 N C OL 0 0 NCD C # tL Q LL �_ LL W a oCM W OC ; @�_ W��pjO' 0 m W Z M Z Q IL 0 Z N OU 0 Lo W ❑ ❑ 0 (D Z N M z � 8 z a) v J a. 7 N IMo o U- C1,3a (t3 w M a U 0W s U!^ Ly N LLr -0�— E W was B • U 'o � Q N o z w Z M J o3 Z ccir E a� a O U sLL wio Z, ❑a o E O oa a Z 0 o S� � Z Z �fO ` N c C a s 0 m o oz Zr <b aw ZZ 3 3 8LL JO ° a W m " .W o <� �0 ;o v 0 !° 3 N O � >M O 0 m T L N co LO 7—T � Q a oco N U) ' ^ m 4-1 `+ O = O M 0)I� N N N T N Q LO m Cl) T T y LO o Z z E (� ac°� E � ¢ cc JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. SS I I I I I — — — — — — — — — — — — — — C_ ROSS BRACING DETAIL (TYP.) 1 SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE YBE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON A14Y PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL_ DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS .., �- ..,.. ` ter,.... � � � .....,., .. � •., TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT F-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 4e L� 1-4" EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE PORCH SILL K15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT-j CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN FOR BRG. OR NON-BRG. WALL 2° 4" PORCH SLAB SEE FOUNDATION PLAN SEE PLAN FOR REQ'D STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP (2) #5's CONT. T&B � w W/ #3 STIRRUPS AT C-4 z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB V-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. I i SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. -1--= 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 Qk OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z 0 Q w J w w w U) HIP G.T WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ 4" 7 #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN - EXCEEDS 30" cC RA E Ir V-4" 2 ENTRY PORCH SILL �14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED I I MASONRY KN COURSES w/ W/ (1) #5 CON T ASONRY ABOVE MASONRY TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5- . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY T 8" SLABPORCH SLABSAk LEVEL FOUNDATION PLA TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" (2) #5's CONT T&B w/ z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'4' T MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r,6 SCALE: N.T.S. SIMPSON LSTA18 _ W/ (12) 10d NAILS SIMPSON HUC410 w/ (14) CENTERED AT 16d INTO HEADER & (6) SPLIT TO TIE 10d INTO BEAM - SEE BEAMS TOGETHER I ROOF PLAN FOR MORE INFO SEE PLAN FOR CANT. 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. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE DULON OPTION B INDICATED M CONNECTION INFO OPTION A SC EE/PLANOPTION C EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. 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 O7 J SEE PLAN FOR CANT. IF INDICATED CORNER L�SEE FOUNDATION PLAN FOR MORE INFO 5" -X COMMON BM. ATTACHMENT SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. CE MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE xk VARIES W/ ROOF SLOPE 11 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 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__j Z 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" = V-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. •� `- -- I KU55/ _V Jq_0P WALL EE PLAN XF CDX PLYWOOD OR 3/6' 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 FIELD, EDGES & BOUNDARIES 2X4 #2 SPF STUDS @ l 12" O.C. W/ USP SPT22 @ BASE & S PT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2, J-BOLT OR X" TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS - - s• SEE PLAN FOR OPT. ° ° A ° STAIR INFO. IF CONCRETE STAIRS ° FORMED & POURED ° ° SLAB MAIN HOUSE a e . ° W/ (1) #5 EACH STEP ;. (2) #5's CONT. T&B 4 wl #3 STIRRUPS AT e a 4'-0" WHEN DEPTH ° ° a, a 4 e A. . EXCEEDS 30" GARAGE OR04 LOWER SLAB T a .a.. g SEE PLAN -- ° 1-4" SECTION @ GARAGE MONO 21 SCALE: N.T.S. N N I\ Q a �:e coW j a� CM H qu N n, o Ca d�cc N 3 a, Y dam .� E � nU o .a a Ix-t.r _ <t 3 cc . Cu, Cu, .e; o H ca �o ri u 0 s F U Off' .' S S 1,0 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to W �tF co 8 ci N r N 0 wo °° 0 �� 0 C J LL w J u_ a- Z cc �� o 0 W co�pjO7 m w d � ZN OU x W ❑ ❑ IL Z N cc 0 z $ z o a v J N N(D z v 0o a--+ N (a w W j� OLU s (n Ly N 'LURU z® S t 8 U tea' � • Go o w Z J U E zo >� Ei tz ao oLL Z® 0 E U �� oa 9 �o �o z-23E <� Z W Z a3 8 X 5 ao mf C a om za�i 0o >z m J ab fZ 03 of ao W C> LL �w �0 rk J <w o <� ;o a a, 0. 3 `O i 0 N co O �o i T U) L0 T � a A �Cr^ Y ^ CN ii � / m L / ch d) N LO O N Q LO N T cfl LO m 2_+ M \ a N N Z z E 8 d U J Q 0 JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. D 1 (MONO) (3) #5's EA. WAY T 8" SLABPORCH SLABSAk LEVEL FOUNDATION PLA TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" (2) #5's CONT T&B w/ z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'4' T MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r,6 SCALE: N.T.S. SIMPSON LSTA18 _ W/ (12) 10d NAILS SIMPSON HUC410 w/ (14) CENTERED AT 16d INTO HEADER & (6) SPLIT TO TIE 10d INTO BEAM - SEE BEAMS TOGETHER I ROOF PLAN FOR MORE INFO SEE PLAN FOR CANT. 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. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE DULON OPTION B INDICATED M CONNECTION INFO OPTION A SC EE/PLANOPTION C EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. 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 O7 J SEE PLAN FOR CANT. IF INDICATED CORNER L�SEE FOUNDATION PLAN FOR MORE INFO 5" -X COMMON BM. ATTACHMENT SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. CE MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE xk VARIES W/ ROOF SLOPE 11 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 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__j Z 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" = V-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. •� `- -- I KU55/ _V Jq_0P WALL EE PLAN XF CDX PLYWOOD OR 3/6' 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 FIELD, EDGES & BOUNDARIES 2X4 #2 SPF STUDS @ l 12" O.C. W/ USP SPT22 @ BASE & S PT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2, J-BOLT OR X" TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS - - s• SEE PLAN FOR OPT. ° ° A ° STAIR INFO. IF CONCRETE STAIRS ° FORMED & POURED ° ° SLAB MAIN HOUSE a e . ° W/ (1) #5 EACH STEP ;. (2) #5's CONT. T&B 4 wl #3 STIRRUPS AT e a 4'-0" WHEN DEPTH ° ° a, a 4 e A. . EXCEEDS 30" GARAGE OR04 LOWER SLAB T a .a.. g SEE PLAN -- ° 1-4" SECTION @ GARAGE MONO 21 SCALE: N.T.S. N N I\ Q a �:e coW j a� CM H qu N n, o Ca d�cc N 3 a, Y dam .� E � nU o .a a Ix-t.r _ <t 3 cc . Cu, Cu, .e; o H ca �o ri u 0 s F U Off' .' S S 1,0 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to W �tF co 8 ci N r N 0 wo °° 0 �� 0 C J LL w J u_ a- Z cc �� o 0 W co�pjO7 m w d � ZN OU x W ❑ ❑ IL Z N cc 0 z $ z o a v J N N(D z v 0o a--+ N (a w W j� OLU s (n Ly N 'LURU z® S t 8 U tea' � • Go o w Z J U E zo >� Ei tz ao oLL Z® 0 E U �� oa 9 �o �o z-23E <� Z W Z a3 8 X 5 ao mf C a om za�i 0o >z m J ab fZ 03 of ao W C> LL �w �0 rk J <w o <� ;o a a, 0. 3 `O i 0 N co O �o i T U) L0 T � a A �Cr^ Y ^ CN ii � / m L / ch d) N LO O N Q LO N T cfl LO m 2_+ M \ a N N Z z E 8 d U J Q 0 JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. D 1 (MONO) SEE PLAN FOR CANT. 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. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE DULON OPTION B INDICATED M CONNECTION INFO OPTION A SC EE/PLANOPTION C EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. 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 O7 J SEE PLAN FOR CANT. IF INDICATED CORNER L�SEE FOUNDATION PLAN FOR MORE INFO 5" -X COMMON BM. ATTACHMENT SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. CE MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE xk VARIES W/ ROOF SLOPE 11 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 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__j Z 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" = V-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. •� `- -- I KU55/ _V Jq_0P WALL EE PLAN XF CDX PLYWOOD OR 3/6' 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 FIELD, EDGES & BOUNDARIES 2X4 #2 SPF STUDS @ l 12" O.C. W/ USP SPT22 @ BASE & S PT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2, J-BOLT OR X" TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS - - s• SEE PLAN FOR OPT. ° ° A ° STAIR INFO. IF CONCRETE STAIRS ° FORMED & POURED ° ° SLAB MAIN HOUSE a e . ° W/ (1) #5 EACH STEP ;. (2) #5's CONT. T&B 4 wl #3 STIRRUPS AT e a 4'-0" WHEN DEPTH ° ° a, a 4 e A. . EXCEEDS 30" GARAGE OR04 LOWER SLAB T a .a.. g SEE PLAN -- ° 1-4" SECTION @ GARAGE MONO 21 SCALE: N.T.S. N N I\ Q a �:e coW j a� CM H qu N n, o Ca d�cc N 3 a, Y dam .� E � nU o .a a Ix-t.r _ <t 3 cc . Cu, Cu, .e; o H ca �o ri u 0 s F U Off' .' S S 1,0 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to W �tF co 8 ci N r N 0 wo °° 0 �� 0 C J LL w J u_ a- Z cc �� o 0 W co�pjO7 m w d � ZN OU x W ❑ ❑ IL Z N cc 0 z $ z o a v J N N(D z v 0o a--+ N (a w W j� OLU s (n Ly N 'LURU z® S t 8 U tea' � • Go o w Z J U E zo >� Ei tz ao oLL Z® 0 E U �� oa 9 �o �o z-23E <� Z W Z a3 8 X 5 ao mf C a om za�i 0o >z m J ab fZ 03 of ao W C> LL �w �0 rk J <w o <� ;o a a, 0. 3 `O i 0 N co O �o i T U) L0 T � a A �Cr^ Y ^ CN ii � / m L / ch d) N LO O N Q LO N T cfl LO m 2_+ M \ a N N Z z E 8 d U J Q 0 JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. D 1 (MONO) (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. � EXT. SHEATHING MASONRY WALL 0 BELOW AND ALT. CONNECTION. 2x C 16" O CRIPPLES @ .. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO A O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS LO FLOOR + STUDS w! 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 1 SURFACE Qq 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FL00 SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d 1 1/2" CLIP IS TO SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE FLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF .. .. - • • CORRECT BLOCKING w/ (3) 12d EA. END ;;: HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2 GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• •• SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° •°• VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1!4"x2 TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR(""_4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A SIMPSON SP2 w/ (12) 10d NAILS 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 2x6 / 2x8 CRIPPLES @ 16" O.C. 2x8 OR 2 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION () (2 ) 2x6 WALL, USE SP8 FOR 2xf, WALL)@ 24" O.C. REQ'D TYP rOB SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN l� / i, ,,..„ P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END �q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT FLUSH THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS w/ SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN _ - 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS ' G (2) 2x HEADER INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR I I NAILING AREA (TYP.) I� HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER CONNECTION SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE I (2) SIMPSON MST37 of EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2 12d TOENAILS. STRAPS w/ 42 16d NAILS ( ) DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft 2 2x () PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. BASE PLATE SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ 6 10d x ( ) ., PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / `. IF OPENING IS GREATER THAN 4, OR LVL GIRDER SOLID) SYP U.N.O. , / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK I I \ / TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2 IS TO BE INSTALLED AT EACH END. SEE PLAN FOR I I I I 2 x CONT. T & B hj AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. COL. SIZE :� f1 B O INTERIOR HEADER #NAILING 2 x 4 2 SPF STUDS\ 2 x TYPICAL BLOCK WALL--------_ PLYWOOD ATTACHED PER ` SCHEDULE - SIMPSON HTT4 w/ (18) - - (1) 2x SILL PLATE W/ (2) 12dTOENAILS. : 16d NAILS & 5/8" BOX HEADER O.C. U.N.O. (2) 2x HEADERG EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ (2) 2x TOP PLATE E F SEE PLAN 1 2x SILL PLATE W/ 2 12d TOENAILS. TYP F F () () 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT 6.� SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS L . - • • ` °: TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE "PROVIDE NOT REQ'D TO HAVE CONNECTIONS. . (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN �'I�— —'i- TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. @ 2nd FLOOR STUDS BELOW j I (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. 6 2 STORY COL. aC� GIRDER (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER % SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. 0 °.0 o ADDITIONAL STRAPS SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION REQUIRED AT TOP PLATE TO STUDS TO MATCH HEADER STRAPS SEE SS FOR RETROFIT SEE 80-2 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 LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. 2x4 STUDS PER PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE 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. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 12dTOENAILS. () () 3" 0/ �c kT 2x RIPPLES TOENAILS O.C.2 2x HEADER SEE PLAN B () INTERIOR HEADER Q/S4 OR REQ'D JAMBES EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. A FN 2 �rF kq 8''M� TO�p TOP SPLICE 2x STUDS 16" O.C. INFO. OPENING LARGER THAN 4 ft (2) 2x 2x SILL PLATE W/ (2) 12dTOENAILS. N 2 10d TOENAILS AT EACH E () EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) ' END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE \ ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON 8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. ` \ PLATE ATTACH END OF OPENING CENTERED TAPCONS \ :. W/3'20.Cd NAILS NAILED TO STUD PACK ��" FLOOR DECK FLOOR DECK 2x4 BEYOND @ DOUBLE W/ 10d NAILS @ 8"o.c. `I� \ `. FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN AGAINST 2x8 2x8 TOP STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE &CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 10 1� SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 2 :- �a 0 ca r o y ro 0 C,aev L N m a, c Q Q _ m 3 3 i �.E! d _v°i y a� ro E a u 1a111au MN W/V 0 U �o.� OFQ•s U , FLO /'//1 hry111111l111'�1��`°`\ 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 seat. n W �E Q O M N G? Lo 0 -L-- -I rn J 'C M v 021 � LL LL u_ W b J a a Z m F) C 0 W in�pjO' m M Z N O U 0 W z N Z z J N - N z a CD o rL V o A O w g N c w U ® 1 (1r J s Q Y o M Z Zw 0 �o < E u � Z® E U H rC o E wi M0 �F-� 0a U0 o 0< Z W W j C NU �0 Z Z mQ°' J m<w ~� o� zz Z g0 l7 az N W W T m <3w Z 3 � w�CS �s ;o z 0 3 0 R 0 t0 V) N Li) � T Q Cr 0 fD N N Lo N Q � N ,-- LO m M T y L o Z z E (V 42)`m ;_ cc a U Q p JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. D 2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK c 2) SEALANT J0114T 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAMI= MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TI WINDOW BUCK ALL THE W XY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE: JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ ' " WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as oinistructionsin each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be subst tuted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN � OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIr UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER S.N SELF-ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING -� \ C 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E 4M SELF-ADHER 0- 1'4' PER PLAN V-0" PER PLAN SLOPE 8" CMU ° 4"OR8"CMU (PER SEAT DEPTH) ° FILL WITH GROUT a d ° ° ° d ° SLOPED MUD BED d ° d VINYL SHOWER PAN - d d ° ° °d SLOPE a a SHOWER SEAT Cnca Z SELF -ADHERED FLASHING OUTSIDE CORNER Ico WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 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 (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 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 FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �`o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and LEASE PAPER TO READHESVEASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the EXTEND A MINIMUM 6" VERTICALLY FROM pptype of sealant. Fluid -applied membranes used as 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 THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall w finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. w t R taut Barrier 7.7.At built-in autters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 Alt PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A E FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE 111 414 THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER a er esls Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB _-SF LATH IP - - A BACKER ROD IS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N N �v c 4A-Z 0 ,� eti4 .m c� e`o 3 3 ro bu w ti a � q M O N C> O To the best of the Engineers knowledge, information and belief, the stnictural 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. a E o M8 V (a N N 6, y0 YI , U) n . J .4C N OV ,i J LL W 3 u_ U_ o Z L m� N Sp W :3'ca Z I - d m w � cN,� ZLL Q Z N OU W ❑ ❑ 0 Z N O z � z o v rZ � N Ln M /z,� �% 2 LL Cn w m o U M O w $ to �N 03 U w as 8 U :§ � �0 l S o Z w M M z O Z Z < w E zo o Zo <� a o E_ w Z® o� as Uo °z Z .2� w= 0 w= rn az m0 oZ Z (V a m -J �x a� >Z �z 8 8 go a W LL �8 m �p z M XF '_ � z< S� M O i Ch J 0 L T N U-) In T `a N ^Q m LO 0 O co O L�n M N Q LO T d T M r ti LO o Z Z E N 0 n U Q p _J JOB NO: 23-06123 SCALE : AS NOTED SHEET NO. WP1 HURR/C.4N€ Mounting Brackets (10 Gauger 4-1 /2' x 4-1 1'x 2-12' TT BacK Cross S urpport (ilJiaY l,t2 CU' to W) See Anchor Schedule IRight Bracket (16 Gauge) 1 /2" Dia. A325 Gaiv� f ryp.) p T 10-5/8 so Washer Self -La " #14 Self -Drilling Screw$ A/C Unit Bottom Edge Hurtleane Strap (Typical, 3 in front) Front Cross Support (May be cut tow) s t.t er.aecs#14Self-Drilling 5frt'WS Thru Brackets 8 Back Cross Support int( A/C Unit Bottom Side (Typical- 3 each snd( for hurricane use) *-di' ,natallauun ,nuorY"j- arc P.,v'" mvrsh -1, , . c Au 11- (� ttalse l Seed Deaeaialit avrYa6k open regent lea wall apply) Florida Department of Buses & Professional Regt letlon Pagel of Building Codes and Standards 2n 111021 Product Approval Application Detail .., t-, _r>. `_'�-... ice,-�55i-�.... i�..-�'�'z .�.*axt�'-�-f� ^`��' '� _'.� , .o ;:�r� � � �n,•,;Y-�r�4 C992 IlimDg ,aY! tan test, P silm no 1112E version t arwfac rw ContactlndrtaerA Mcares yatdwed By Yause9 F&C Amrolal ADgfgY9h9 mat& Ammat on 2020 Smut Vent Product!, Inc, Moretti GMhem Hemms F. Neraro PE Leeks Borden P.E. 12M 82020 12/40020 1228/2020 Approved Caepay: Structural Components (877)441.6366 PE-73776 (334)300-180, albCaegor. Products Introduced as a Result of info@srradvent.com New Technology Compliance Mrhot E.eluatim Report tom e Florida RegistarodArchaect are Licensed Florida Proreasiaha Engineer gayAssuralce AgoroMfaUso Approved for Use impact posw ilk Prgilka Model. lamhverrlenr roduct gin in Hvz JOutrild,113111Z Assistant M.-mi 1 SmalVent Modal a1540510 Dual Function Flood and V.,nlaaon Vent 1 Y312023 Yes Yes NIA 100AID0 2 SmarLVwd Model Mt540-511 Duel Function Flood and V-deflon Vwd I Y312023 Y- Yea N/A .100f100 3 SmarlVerd Model 01540-M Insulated Flood Vent 1y312023 Yes Yes NM .1001.1DO 4 9msIs Modele1540.521 I WteelFloodVent 1 U312M Yen Yes NM 1100AIDo 5 Smart Vent Model $1540-524 16aqud; Garage Door Flood Vant 1 U312021 Yes Yes N/A WA 6 Z.Vent Model 01540-570 Woolf Well insulated Flood Vent 1 J31flM Yet Yes N/A -10DFIDO . Sme'Vent Model 011546S74 14.5&qud: Gang. Doer Flood Vent 1 1312023 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Pass 1 all Building Codes and Standards 11141=1 Product Approval Application Detail .-K,.. 7`jl y'S. S r - '`- -si-- :'--- 4. } -r .. - `»✓� x 5,,. -+ _sm -^'r.R Dt fr? S392 - lgtlCL4[ r... no up Date.Pending 211 Main version Menufacbmar Consent Endeavor License VaidaMa, VWddfd Submitted FWAMro" A -Dv d R-01. 2020 Drexel Metals. Ine. J8 01 Shumate Zachary R. Priest Locke Border P.E. W02020 OWW2020 Oa202oza 1 a!WA20 rpprwee Category; Rooting (WZ 303-1511 PE-74021 (3341 30D-180 ) au6CMegory: Metal Raclin p hhurrota@d am aa.com Conpaarce Method:Ewluatlon Report from a Flerid. Raglsbred Archted or. Lkansed norldi Professional Engineer E.ia178r.$iPaniMi2 91atSYdBlaa a Approved for, Use AOorovedfause Impact EW" gkgg Product Desedhodan carry Excitation Diu nmro3 &tom Pressure 1 Ge:el Math RooOm eyetsms OMC 100Ns OMC I5MS, DMC 1756, DMC 2008; 1 U 2025 Yen No N/A lo-1 a0 DMC 5V Florida Department of Business & Protesslonal Regulation Building codes and standards Product Approval Application Detail Papa 2 d4 fie. .. ate '.x miMA #WIN Eg9E BrAKy or 2" Butt Date wnam an &IM YIIaIQII "Madam slmlaa l .ilar� VMMaedav Mddm 9 SAM= FacAngttYY A-vad 1&thu Revision 2020 Thernas-Tm Corporation Steve Jaepeucn Lyndon F. S*rrJdL RE Ryan J. King. P.E. W 52021 12M10M 04f=021 D6A182D21 Approved al< es DategExterior Do (800)843-7928 PE-43409 t813i 787-65:5 S1bCMegor. S.hOng Extorter Door Assemblies gasperan@thermalm.0 Compliance Method: Evaluation Report tom a an Road. RegisteredArrJuhed a a Licensed Florida Professional Engineer FL*lMa4t5 Producer gtalYAmsaingt Approved far use Approved for Ira. iaind 2nim 3 Contra Expiration Date In HVHZ Outside HVHL Resident ) 1 e. Therme-Tru Flan-ClsW-sal Sm o th-au Ndnnal 684138:e aqud:(mpad8gwk: OPawe WVM28 No Yes YK WA Compote Edge Fbsanasa Single Door insasly0utawhg: X catguroom) 2 b. Therme-Tru Flan-Cbsatc and Srnoobt8ter Morainal S&N39e Agadlmp.d&qud: Opaque 2/312026 No Yes Yes WA C-P-0 Edge Flo two- Single Door Men S10ene(e) On-Ing/Ovorwing: XO. OX or OXO codiguratlmsl 3 c. Thermo-Tru Rber-Classic and Smooth -Star Nominal 0039:8 8qudlmpact8quot: Opaque Wl2026 No Yes Yes WA 4 d. Therms-Tru Fiber-C% We and Smodb-Star 5 e. The -Tau Fiber-Cbasc and &nmla-Sbr 6 f Thsrme-Tru F1bg,Cleaek and Smooth-Sler P. Tneime-Tru Flber-Cl .Wc and smeem-Star a h. Thema-Tru Fiber-Cussc and Smadb-Star 9 i. Therm -Ten Fiber -Classic and Smoct"ar 10 I. Th--Tru Fibs,-O-ic and Sancoth-9er 11 k. Therma-Tru Rber-Classic and SmodRBar 12 1. TNerme-Tru FIDer-Cxessk and 9moourliau 13 In. Themma-Tru FlbarCasalc and Sn-M-8a 14 a. Themm-Tru Mbm-Chsslc and Smooth -Star 15 o. Theona-Tru Fiber -Classic and Smooth -Sax - is P Theme-Tru Fl5a-CusWc anti 9nadhShr 17 q Thertm-Tru FlbarCossic and Smoda-Star Cconpodke Edge Fbadeas Double Deal with or w11h.1 Sid3tes (hwMpR]utawthg; XX or OXXO configurations) Nominal 8Ae39;0 dtiva:Inpeaaquoq Opaque Campoak e Edo gl e Fiber91t » Sn a Door chawag/Outsveag: X calg-11cm Nominal B8t39,0 aquar;lmpedaquot Opaque Composite Edge Fiberte a9 Single Do. kh S"IW.) nlruvdngOasving; XO. OX or OXO tanagurrlonel Homan! 86d89A 8qud:MncMdud Opaque Canoosite Edge Fberglass Double Doawilh or wan art Siderte. (InsMngyOuteNnp: XX or OXXO canfig,ntim.) Nernnel 8&a39:8 aqua:i mped aqua Glazed Composite Edge Fiberglass r Single Da (hsWnglOu(switg; X conlpumaon) Nominal SAXM;6 84ua;Inp.etlIquot Glazed Composite Edge Flow^. Single Doorwkh Sldelte(s)fln Wrg/OMeWng: XO. OX a OXO conseva.u"ai Morainal 68MA sopat i padaquot Gazed C'a PW a Edge Finegass Double D-,.M or "I a d SiOsit- (InaM.W'Dutsvdng; XX or OXXO Nordnel a8e39 A dggd;"ct&quok Glazed Composite Edge Flbergen No & Door (n9WnWOunswirg: X conlguradon) Moraine! B&SM.08gsa kni adagaet Glazed Composite Edge Fiberglass &ogle Door with Sidrras) Ilnseing00tit-w; XD. OX or OXO mlagu itins) Nomand 88039.08gla0roect6quot Glazed Camposns Edge Fiberglass Doubts Door whh or without Sdates Ons Ing/OutsWng: XXa OXXO configurations) Hemind B"Mb &tar .Yhpe &qu a' d aC Glersel Molded Open Composite fiape Flbetslass Single Door (Insvmgfo t aing, X configuration) Nominal 66038;8 &ggddnpea&qu t; Gazed Molded Open Composite Edge Fiberglas Single Door cosh Greed Marled Open 9dellisia) (haNng/Outswing.; XO, OX a OXO can4gu a.on9) Name 6da39A &qua;ft"dA quot Create Molded Open Composite Edge Fiberglass Gable Doa v.4th awithout Gazed Molded Open Sides. (InaWnglpnewilk XXaIOXXO eaMlguretona) Nana 68 MA d,goa;1179*0 Blot 004446 Cerrpodte Edge Flberyaa. Single Door wlh Molded Open Sdrite(U (InavinWutsWng: XO, OX or OXO corag radars) Hann it 88e3BA &nra;kmpad&quet Opaque Compoene Edge Flbsraaie (lass Double Doi a wthat Gumd MddedOpM Sidehes (haaingDutswing: XX a QXXO configurations) 2W2026 No Yes Yon WA 2212ma No Yn Yes WA 2r312D26 NO Yea Yes WA 2G12M6 No Yes Yea WA 2812026 He Yes Yes WA 2012026 No Yes Yes WA 121312026 No Yes Yes WA 12r312026 No Yes Yes WA 120312020 NO Yea Y. WA 12'31/2026 No Yas Yes WA t21312026 No Yes Yes WA 12131,2026 NO Yes Yee WA 12MI2025 No Yes Yes WA iml2026 NO Yes Yea WA Florida Department of Business & Professional Rialulation F.pe1 at Building Codes and Standards iM2B11 Product Approval Application Detail fc09a Lal[y.I1 1&Yt BYE Date Panarxo 219 Last XKWRD SBRird iOgIOIM.4Ik-yridreda Y"AW &&maw 17ICADOF Ml Annoyed ffigalk Revision 2020 POT Indu9lfbt Jens Rosowakl Mam-Dads SCCO -CER Moml-Dade 3C00-VAL 11/182020 1012ar2m 11242020 Approved Caogoy: Exterior Doan (941) 486.O10o (786) 315-2f 90 Subcategory! eking Easier Door Assembles laacwaa@pplhtlUatrle6.0 Cernpti.-Mahod! Carlotta + Me. or La1mg Itm PLMIb =haws a yg.tllr Aseaane. Aaereeedferuh. Approved for Use !mom $darn den: Met Memo..odL MUoer Nara Product Description d Ehektld rtsfww on Corer- Ora In Outside NVNZ Resisters 9 9DO-557D(L4rge Male Impact 1arg4 Sldng(aess Door 0417412021 Yes Yee Y. WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET c2023, As required by Florida Statute 553.842 and Florida Administrative Code 913-72, 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 for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm 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 +34.41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,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 10/812023 PGT Series 5500 FL239.2 NiA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.01-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12131/2024 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 Aiside 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 NIA 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 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off midge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NiA 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 NIA 12i31/2023 All American Shutters & Glass Gahanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FLr6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NiA 9/11/2023 Commercial Concrete Products, Inc Hi riot Concrete Strength Concr Lintels ntels 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 Pagel of Building Codes and Standards 1-12 Product Approval Application Detail -_.. -_``,._�P� ��.._ - ago EMIN sir lmfE Ufa L29 Verobn Manufacturer Contact Endlneer ALlcenaie Validated av Validated Submitted PasAmrovw -� Revision 2020 Therma-Tru Corporation Stave Jasperson Lyndon F. Schmidt, P.E. Ryan J. King P.E. 07I23 = 07M 212020 0712972020 loll 91,ra Categdrf. E oarw Doors (800) 843-7628 PE-13409 (813) 767.6555 Q Subcategory: Singing Exterior Door Assemblies, c)arepersonothermart uco Compill cc Method: Evaluation Report from Q G Fkirlda Registered Architect a a Licensed Florida Professional Engineer N LeC d iZ1Litlii�i Approved 1br Use Approved for Use 4V 5 f Prptlucl Medal. Numbarar Name Product Description Ccgr1n7 F�cbiratlon Date In HVHZ Outside H R 1d A7 1 a Therma-Tru Fbpr-Cleasic and Smooth -Star Nominal O&8398 &qurotlmpact&quot Opaque 12131/2022 Yes Yen 3.q Y Competitor Edge Fiberglass Single Door (Inwvng/Outswing; X cordgurston) .d CL Gs, 2 b. Thwma-Tru Fiber -Classic and SmoothSter Nominal 88t139.8 &quoklmpactAquot Opaque 12rd1/2022 Yes Yes Yes C Composite Edge Fiberglass Single Door with C Sidelte(s) (Ins*nW0utsWnn: X0, OX or OXO 3 mnigurations) io 3 i 3 c. Ttaprnr-Tru Flow -Classic and Smooth -Star Mom net S& S iliquatImpact8quol; Opaque 17J31/2022 Yea Yes Q NOI as Composite Edge Fiberglass Double Door with or &.s d v4thout SkleUtes(InsoviilglOutswhrxg; XX or OXXO y � O conllguradons) , cc 4 d. Therms-Tru Fbpr-Classic and Smooth -Star Nominal 8"39;0 aquotlmp ict&quot Opaque I Z'31r2022 Yea Yea Yea a O_ -0 Composite Edge Fiberglass Single Door C 5 e. Therma•Tlu Fiber -Classic and Smooth -Star (Inswing/8&43org q,.*,Ifigurafion) Nomina188M39,0 Bquotlmpad&quot Opaque 12131r2022 Vas Yes Yes tp 8JA V Composite Eta Fiberglass Single Doer V./dl 9delte(s) onevingfoutswing: )(O, OX or OXO L' configurations) 6 f ThemstTw Fiber-Classc sad ;]Tooth -Ur Nominal 8&039,0 aquot;impad&quot Opaque 12r31= Yes Yea Yes WA Composite Edge Fiberglass Double Door xMth or without Sidelines (Irrewiing/Outamrig; XX or OXXO rorhfigurafi...) 7 g. Therms-Tru Fihar-Classic and SmoothStar Nominal 6&f139,8 aqulctlmpaatd,quot; Glazed 12J31i2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (InswinglOutawing; X configuration) 6 h. Therms-Tru Fiber -Classic and Smooth-stw Nominal 6&trd98 &quotlmpactAquot Glazed 12/31/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door rtith Sidelta(s) Oniam"WOubwAng; XO, OX or OXO configurations) 9 iTherma-Tru Fiber-C6sac and Smooth -Stu Nominal 8&M.88quotlmpact8quot Glazed 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without SiWles (Insrving/Ouloaaing; XX or OXXO conaguraeons) 10 j. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&1%0 8quotImpart&qua; Glazed 12t31/2022 Yea Yes Yes WA Composite Edge Fiberglass Single Door (IncW,hglOulewimg; X confgura6on) 11 K Therma-Tru FInerZioneale and SmoWASter Nominal UM.0 &,quJotlmpac1A quot Glazed 12f3lr= Yes Yes Yea WA Composite Edge Fiberglass Single Door Wth Sldelte(5) OnvIting/OutooWng: X0, OX or OXO configurations) 12 1. Therrre-Tru Fiber-Cassc and Smooth -Star Nominal 8&M0 Squd;lmpact&quot Glazed 12`31t2022 Yes Yes Yas WA Composite Edge Fiberglass Double Door wnh or without Sknelilee (Iremng/Oulawing; XX or OXXO configurations) 13 m. Therma-Tru Flber-Classic and S7rlooai-Star Nominal 6&AW .6 SgLWInpact&quct Opaque 12r3/r2022 Yes Yes Ye; WA Composite Edge Fiberglass Single Door With So &quctNon-Impaaaquot (InsvinglOulswirg; X0, OX or OXO configurations) 14 n. Therma•Tru Fher-Classic and Smooth -Star Nominol l3&1t39;88quoklmpect&quat Opaque 1261r2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with 8quotNorfIntso"quot; Sidelites (I nwrig/Outswing; 10XXO configuration) 15 o. ThemM-Tn+Fber-Classic and 6naod+Star Nominal WaR.08quotlmpact&quit Opaque 12131 Y2022 Yes Yea Yes WA Composite Edge Fiberglass Single Door with &quotNon-Impact8quot Sidelite(s) 0 nsWfg/OutsvMng; XO, OX orOXO configurations) 18 p. Therms-Tru Flber-Claseb and Strican Star Nominal 88i/39;0 aquotlmpect&quot, Opaque 12131 r2022 Yes Yes Yes WA Compoene Edge Fiberglass Double Door wth &quot.NonlmpeUBquot; Sldelisaa(Inating/OatoWng; OXXO configuration) 17 q. Therma.Tru Fiber -Classic and Smooth-S ar Nominal 8869398 &queUNon-ImpsdBquot Opaque 1213112022 Yes Yes No WA Composite Edge Fibefglass Single Door nswin ng/Oute virg; X coMraton) 18 r. Thermo-Tru Fiber -Classic and Smooth -Star Nominal e&M39:8 8quotNon-ImpxtBquot Opaque 12131r2022 Yes Yes No WA Composite Edge Fiberglass Single Door with S ciallues) Onewing/Ousnting; KO, OX a OXO configurations) 19 s Therms-Tru Flier -Classic and Smooth -Star Nominal 6&R39;8 aquotNon-Impacfaquot Opaque 12131I= Yes Yes No WA Composite Edge Fiberglass Double Door Wirt or %ithout Sidelines (Iaviflg/OutrMng; XX or OXXO Conti onions) 20 t Therms-Tru Fiber -Classic and Snacill-SYar Nominal 8&#W.0 &quothlon-ImpaU&quot Opaque 12t31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door (Inswing(Outawing; X configuration) 21 u. Themese-Tru Fiber -Classic and Smooth -Star Nominal 8&M390 &quctNon-ImpeaBquot Opaque 12131f2022 Yes Yes No WA Composite Edge Fiberglass Single Door with Scialis(s) rinvaringcOutsw ria: X0, OX a OXO conRourabonst 22 Y. Themm-Tru Fiber -Classic and Smooth -gar Nominal 88M39;0 &quotNonlr pad&qu d; Opaque 12r3 OM Yes Yes No WA Composite Edge Fiberglass Double Door Wth or WNout Sidelitea a nlevinglOutvMng; XXa OXXO configurations) 23 w, Therms-Tru Fiber -Classic and Smoodh-Star Nominal 8&M39;6 "Nw-InpaciShquot Glazed 12/W1r2022 Yes Yea No WA Composite Edge Fiberglass Engle Door i nswing/Outewng; X ounfiguration) 24 x-Themia-Tru Fiber -Classic and Smooth -Star Nominal 8&1"(1:88quotNlxt-Inpactdqurt Glazed 1213lr2022 Yes Yes No WA Composite Er1ge Fiberglass Single Door with Sdelte{s)_ Q nsW ng/ONtsW rill; XO, OX a OXO configurations) 25 y. Thermo Tru Flber-Classle and Smooth -Star Nominal 8&0M;8 &quotNon-Impod&quot Glazed 12731=22 Yes Yes No WA Composite Edge Fiberglass Double Door Win or without Snelltes (IrewirgtOufavAng; XX or OXXO configurations) 26 z. Themes Tru Fiber-Clarale and 5mpotRu''Mr Nominal 8&e39;0 &quotNah.ImpaaBquot; Glazed 12131r2022 Yee Yes No WA Composite Edge Fiberglass Single Door ilmovi glOutevmg: Xconfiguration) 27 ze. Thanes-Tru Film -Classic and Smock Star Nominal 8WWO 8quoLNon-Irmlparctliquot Glazed 12131P-I= Yes Yes No WA Composite Edge Fiberglass Single Door with 5drte(s) (InsW ng/OusW rg; XO, OX or OXO configurations) 28 A. Therma-Tru FilerClassic actro SahStar Nominal 8&M39;08quothlonlnnpaa8quot Glazed 12/31J2022 Yes Yes NO WA Composite Edge Fiberglass Double Door Win or without Sidelitec grivainglOutswing; XXar OXXO configurations) Florida Department of Business & Professional Regulation wage / or Building Codes and Standards W=l Product Approval Application Detail ".n ss9t away or t8ct act !fin J� 71fL(LA Y-1- Maml.cttlnc lx➢lYact Enarmaa Licoer. Valthled a. vied Submitted FISC'd-roYti Approved is Revision 2020 MI nders and Doors Widows Brent Stinger Luis Roberto Lomas Steven M. UNd1. PE 10VU2020 10108r2020 t0/192020 12n52a20 Approved Catepa is Emends Doors (717) 385-3300 PE-82514 i71T) 317-0454 "Cmegar Siting Exterw Door Assembles bsNIngerla.miwd.aao Compliance Method: Evaluation Report tan a Florida Registered Architect or a Licensed Florida FlMS1sLAi8 Prdas.lonr Engineer Preducd a.o a heduct Model. lumber pr, Nam guilty Assurance Certrxt Omketldl Dee Auerovedler In Hj KZ Use Arbroved for Use Im¢ert pvdw outside INN2 Re Plasmas 1 SERIE5420ALUMiNUMSGD SERIES 420 ALUMINUM 930 OXO 12,312024 No Yes No WA 145.3J48qudX80aquot: NON -REINFORCED 2 SERIES 420 ALUMINUM SGo SERIES 420 ALUMINUM 900 OX. XO, XX IZ312024 No You No WA gu 96adpi808quot NON -REINFORCED 3 SERIE5420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGO REINFORCED OXO 12/312024 No Yin No WA 145-3/48gudx0a&quer; 4 SERIES 420ALUMINUM SW REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 121312024 No Yes No WA XO. XX9%qua; (sact"o1; 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 121312024 No Yes No WA 143Aquot.96&qua; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs 1 d2 192021 Qft Enfite or 299 212 Debt penalties 20 112t yprsJgD rYnufwwra Contest MidnmaLipase validated 1W vy(gatgg gl&mitt4 FOCAegroval Aporoved and Review 2D20 Wayne-Daeon, a avicon of Overhead Door Dwryne Kamish John E. sates Jaffrey P. Amesan, P.E. IW22D20 09292020 10232020 12115M2 App sued CorpaMbn (33D)703-0121 PC-61737 (904)821-5200 Category, Extorter Doors dkanishe"yne-dsaon.c SbCa pl r Sectional Exterior DoorAverabies do Compliance Ndhad: Evaluation Report than a Floods RellidendArchhect a a Licensed Flood. Professional Engineer tlta24&R2a Produob Approved lpp low the ArovedforLen impactggggn it" Product Model. Nu lbw or Noma Product glgription Corsraa tbmlratlm Dee In NyHZ Outside iiNiz ResistantP�alr! 3 80DO/81DOM200t1105 UM: Mo. with. 14&M; Max height. Gbzinp 121312023 No Yes Yet-31.001-35.00 avallable in too or InNmwdiae section. 10 WMA1001120OM1123 i60-W. Max Wd8n. 14&,M, Miss height. Gazing 12/312023 No Yet Yet .30.W/-37.50 available In top or InMrtrwditle seellon. it 800018100,5200 a1124 1158009, Max Mdh. 14809: Ms. height. Gating 1213IM23 No Yea Ye. .34.4008.30 mitaale in top or intermediate, section. Florida Department of Business & Professional Regulation Page 1 on Building Codes and Standards 1M2021 Product Approval Application Detall F Q111 Entity er Raft fta •. Dap Perxana 1ffi! I1126 vJ)WgD Meaullearturs, Cooled EnpIneera Lkod,se vsdegauk YAROIW iilJlnnittgol F&C Arnmxal AgJ-n9 $IMYA Revision 2020 CanesdNslaidAAOG. Inc. Tan Raley UL LLC Troy Bbhop. P.E. 1211Or= IZIO2020 121212020 Appowd Catenary: EAedor Doors c641) 494-2813 (954) 947.OWO Subcategory: Exterior Door Componentstorn.renteygasao eblq.co Compliance Medrot CorSlkalim Mack or Listing m FLa'Ita37.AaIReduda ILrrkv Acwram Amrowd forUse Approved for Use Impact pe" AMA Redhaet Yedol. Nhmber a Name gin S I, HVKZ assistant 1'�i131tY 1 807. 707, 7'C7, 747.. 1.777, and 547 Singleend Pees, d Flush. Gkezed, end Louveredshpleend pairs of 121=2025 Yin YM Yes WA Doors hdlase need dodo Florida Department of Business & Professional Regulation Paget d2 Bulking Codes and Standards sro21 Product Approval Application Detail eda eta �a ma. Da- ora sa aria oft 1Ygl very- aeamlac M 22= yyMaed ar lye gg� F13C A -,err Anoroved RV,iaon ZD20 MI >S W ralwas and Dons &Mt mirxoa American Architectural Steven M. Urkh. PE 11t17r2D20 11/172020 1127/2020 Approved CaegOry: Venduwa (717)76}two Menuftctaars AaeoGabn 4717)317-8454 S1bCdoear Sngle Hung In bage®mwd.com compliance Method: Delineation Mane or Ladnn Ou elav Asgrerra Antennae! fa Ilse Approved fa use latiall Deygn, all Pr d n Moor IlsMer a arm. Co tray Eadratlal Date In HMHZ Outside HVHz )assistantl�yk 2 is$ SH 52x72 FlnlFlenge Frame IGI6G Bitola Hung 10106=3 No Yet No .60c-60 Laminated Glees N N o- 0 N L C1 O CU ly W V 0 0^, O Q W O LL . w En "p E O a. �- -C its = .- �- -/a� VJ Q Z Z W J 'allessalr ICU O L > C:L O CL L U O L) C0 M Q O LCU W a z J Z Q J SHEET NO. PA 1.0. r Florida Department of Businei Professional Regulation Page at Flonda Department of Business & Professional Regulation Pagel pit Foride Department of Business & Professional Regulation page I ell Building Codes and Standards +02022 Building Codes and Standards 1m921 Bulldog Codas and Standards I+�+ Product Approval Application Detail Product Approval Application DeII Product Approval Application icatlon Detail AF -. .4. '�.�.'i ,,... .. :. n--, _ ,.- >✓,-. .. �.. I.r -. - -_ -- "-. .-v.._.. - .. - ,., -•-. w '., - .laic L-- _ COde e�.�.�exhs.e� w�� lar.uss.iL � )X Date Pendlna Ja _. _<- ...q- ,.: -�..- ,_ 9, ___ ..ice.', Sglls ,.:.._,_, y-a•y. ., .. ,. _-: �..�' .. -: -.t EnfipLgr � �- -.. -. .� _.. -r. gtta ail Data Perron° _gib..__..v 4 - .�.. =fig Version Manufacturer Coated Enainaeri Licente inlldetad By vando A9 Stabained FBC Aooroval Aushaved status MM Version Manufacturer Eatoa GMneaaLlterw Va1drM!r validaw aLlbmw9 FBC Amroval Approved Rev -lion 20M Th. -Tru Corpavt.n Steve Jeep— Lyndon F. Schmidt P. E. iyan J. King P. E. 10A7/2021 OWIS2021 10,113rA21 12M52021 Approved Mbma iN 2020 PGTlndudrhe Jana Roaowdd 14-1-0 de BCCO - CER MWn*Deda SCfA - VAL 11A152020 11A52020 11/1t/2020 Approved Category: Exterior Doors SubCatWrf. SYdngi ng Exterior Door Assemblies (8DO) 843-7828 PE-43400 ejesperson®thennatru.co 813) 767-6565 cat gory: Windows (941)488-010D (786) 315-25N Compliance MCMod: Evaluation Report from a IT subcategory: Single Hung Iraoesklilipgtindueaes.c Florida Registered Atchiect or a Licensed Florida C-Wllana Method: Coruscation MeM a Listing an Professional Engineer FL11211461417 Pradacts 11/2]t4t2a Rodrts C me„Aseraws ArareveJ Tr Uss Amrw.a for U.a broad Regm Product Model. Number or Name 1 a. Thermi Fiber -Classic and Smooth -Star 2 b. Therms-Tru Fiber -Classic and Smooth -Star 3 aThwinn i FbW.CIQselc and Smooth -Star 4 d. Then nei Fiber -Class. and Sri owh-Star 5 a Thenre-Tin Fiber -Classic and Smooth -Star 8 f Therme-Tru Fiber -Class. and Smooth -Star 7 g. Themes-Tru Fiber -Class. and Srnp*th-SW 8 It Therme-Tru Fiber -Case. and Smooth -Star 9 L Therms-Tru Fiber -Classic and Smooth -Star 10 } Therms-Tru Flber-Cbaslc and Smooth -Sat 11 k Theme-Tru Fixer -Classic and Smooth -Star 12 L Therma-TW Fiber-aa9aic and Smooth -Star 13 m. TAerma-Tru Fib.,Zl-sicand SmoothStnr 14 n. Theme -Tor Flbr-Crash and Smooth -Star 15 o. Therm-Tru Fiber -Class. and Smooth -Sear 1s p. Thenwa Tru Fiber -Classic and Smooth -Star 17 q . Therm-Tru Fiber -Ceres. and Smooth -Star 16 I. Therms-Tru Fiber -Classic and Smooth -Star 19 9. Therms-Tru FberClasec and SmoolKStar 20 t. Thanes-Tru Fiber-Gasalc and Smoot, -gar 21 u. Thamrsi Fib.-Crsslo and Smooth -Star 22 v. Thermii FberClassicand Smooth -Star 23 w Therma-Tru FlberClaee. and Smooth -Star 24 x Themma-Tru FibrClaseic and Smooth -Star 25 y. Therma-Tnl Fber.Claulo and SmeothSter 26 z. Therma-Tru FbrClassic and Smooth -Star 27 ze. Therms-Tru Fiber -Class. and Snood -Star 28 zb. Thyme-Tru Fiber -Classic and SmoctnStar 29 zc. Therms-Tru Fiber -Classic and Smooth -Star 30 zd. Therms-Tru FiberCiassicand SmoothSlar 31 ze. Thyme-Tru Fiber -Classic and SmmthStar Product Description eblalfa Assurance Approved Contract Expiration Date for Use in HVtQ Approved for Use Illl= egg outside HVHZ Resislard Pressure, Nominal 88d'39s 1%quo0on-Impaot8qu it Opaque 1213112022 No Yes No WA Composite Edge Fiberglass Single Door (InlrvirlglOutsydng: X configuration) Nominal SUM;8 aquot Non-Impactaquot; Opaque 12/31/2022 No Yes No NIA Composite Edge Fiberglass Single Door with Sidelke(s) (I nswirgfOutswng; XO, OX a OXO *a,fign,rs*nor) Nominal 68SM;8 agent Non-Impadpquot Opaque 1231/2022 No Yes No NJA Fiberglass Composite Edge Double Door with or Without Sldelites (Inav ingtOutaring. XX a O)= configurations) Nominal 7817390 squat Non-Impacl8quot Opaque 1231/2022 No Yes No WA Composite Edge Fiberglass Single floor (Ins'Mng/Ouffiwing; X conflpuretion) Nominal 78#3PO"Non-ImpeoMquok Opaque 12131/2022 No Yes No NIA Composite Edge Fiberg lase Single Door with 5deliee(s) QnswinWOuaveng; XO, OX or OXO configurations) Nominal 6&#M;0&quothlon-Impact5quot Opaque 123112022 NO Yes No WA Ccrnposlea Edge Fibeglase Single Door (Insivng/Duawklg; X configuration) Nominal 8&#3Q;0&quctNunrlmpaa8,quot, Opaque 12131r2= No Yes No NIA Canposbe Edge Fiberglass, Single Door with Sidelite(e) Q nawinglOutewing; XO, OX a OXO configurations) Naniud 8&#3P,09quotluon-ImpadBquot: Opaque 12/all= No Yea No N/A C*mposae Edge Fiberglass, Double Deer vWth or Without goal%& (Ins.Arg/OrdaMng; XX or OXXO mnfiguntions) Nomnal8'8&qua:Non-ImPaa&quot Glazed 12131R022 No Yea No N/A Composite Edge Fiberglass Single Door (Inswing(Oulewig; X configuration) Nominal Sluli&quotNnn-lmPad&quct: Glazed imir 22 No Yes No NIA Composite Edge Fibeglass Single Door With Sdelfte(a) (Ina rig/Ou wiling; XO, OX a OXO configurations) Nornird 8a#99:89quothlon-Implei8 eruct Glazed 12131r= No Yes No N/A Composite Edge Fiberglass Double Dow with or .eilhourt Sdelftes (InawinglOuluwing, XX or OXXO configurations) Nominal 7039;0&quot,Non-Impad" Glazed I231I2022 No Yea No NIA Composite Edge Fiberglass Single Door (Inswinp(Outsviig; X configuration) Nominal 7'O&quol;Non-Impad&qua: Glazed 12)31/2022 No Yes No N/A Composts Edge Fiberglass Single Door vdth Sidelite(a) (Inswlrg/OutsAing; XO, OX or OXO configurations) Nlornhml 8&239;0&quottlon-I mpaa&quok Grazed 12/31r-I(W No Yes No N/A Composite Edge Fiberglass, Single Door lirxwng/OusnWrV; X configuration) Norni al 8'041,quotblon-Impact&quot Glazed 1231r= No Yes No NIA Canposite Edge Fiberglass Single Door *Ah Sgelitai onswirpl0utswing: XO, OX a OXO configurations) Nominal 8'0411,quotNon-Impact&quot Glazed 1213112022 No Yes No N/A Canpoede Edge Flberglares Double Dow With or without Sdelites Q nswing/Oulawing; XX or C=O configuntions) Namirel 88#39'8 uotNon-I ' Opaque ag Paq 1213 tr2022 No / Yes No N A Single or Composite Edge Fibrglaes Single Door with Transom (I nslingJOutawing; O/X configuration) Nominal 8SMA&quokNon-I mpac%quot Opaque 12131r2022 No Yes No NIA Composite Edge Fbergl- Single Door vAh, Sdelile(s) and Transom (I newinglOurt-9: O/XO. (NOX or OlOXO configurations) Nominal 6&039; 88quot Non-Impsedliquot Opaque IW3112022 No Yea No WA Composite Edge Fiberglass Single Door with Sidelie(s) (InavvingtOut.wrig; XO, OX or OXO Continuous Heed and Sill configurations) Nominal SB#3905quet14on-ImpadBquot Opaque 17J31/2022 No Yes lib N/A Composite Edge Fiberglass Single Door with S clelite(s) QnswinglOulew % XO. OX a OXO Continuous Head and Sill configurations) Nominal 8&#W.8 aquothlon-Inpact&quot Glazed 12/3112022 No Yes No WA Composite Edge Fiberglass Single Door with Sldelts(s) Qnswing/Outswdng; XO, OX a OXO Continuous Flesid and Sill configurations) Nominal 88,1139:08quotNun-Irtpectilquot Glazed 12/3112022 No Yes No WA Composite Edge Fibegrss Single Door with Sdaee(s) QnswinglOufs h ng; XO, OX a OXO Continuous Head and Sit configunations) Nominal 8 "111.8&quotNon-Impaaaquot; Opaque 12/311202'2 No Yea No WA Composite Edge Fiberglass Door Parer with Vents -I S clews) Qnswinglovenwirg; XX, XXX or XXXX oonfKluraeons) Nominal6Aii (1quo0on-Impaa9quot Opaque 12131/2022 No Yes No WA Composite Edge Fiberglass Door Panels vatm Vence I Scielite(s) (InsuvingrOutewhg; XK, )00(a)0= oalRgumbons) Nominal 88#39;8&quotlJon.ImpooMqupt Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass floor Paned wish Vents, I FAdelka(s) Qnsw rigk)uah ig; XX )=orX1= configurations) Nominal 8&#3D;09quo;Non-Impact&quot Glazed 123112022 No Yes No NIA Composete Edge Fiberglass Door Panels with Vents I Sndedbe(s) Qnsvving/Ouewhg; XX XXX a XXXX configurations) n-I u Glazed Nominal8&#39:8 No of &grJOt q 123112022 No Yes No WA Composite Edge Fiberglass Single Door in 3039 D Ingle D 3dake(s) Q nswingrOutswng; XO. OX a OXO tiordguebona) Nominal 6&#M;8 aquct Non-Impact&quot Glazed 12/3lf2022 No Yes No WA Composite Edge Flberg Law Double Door veh 3'0 Sidelkea QnawingfOutswing; OXXO configuration) NominalilUX.08quot Non-Irtpaa$quct Glazed 12312022 No Yes No WA Composite Edge Fiberglass Single Door with 39#39 0 Sideli e(s) Q nsiving/Outewing; XO, OX a OXO ns) cpnfihW 89:0&quotNon-Im Nomnel8& pcsct8quM Glazed 12/3112022 No Yea No NIA Composite Edge Fiberglass Double Door with 39=9;0 Sdelhes QnsvAng/Outswing; OXXO configuration) Nominal 7'04liqu"on-Impect&quot Shaker UZU2022 No Yes No NIA Series Composite Edge Glazed Fiberglass Single Door vWth or without 1&#392 Sidelke(s) QrISYWnplOutewtilg; X OX XO or OXO confgurr4tion )) aea4 Prpdoxl Yodel Nnlbr Or Mama $ Groat P.lmlullooOre U-tl!B!L Ord6 NVHL )l11ileal9 pressure 2 9H5500 (large Lhda knead) Vinyl Single Hung VArdow 0MOr-I 25 Yin Yes Yee WA H a „-;: :..c. '..w' rS.F�,'�r.._.a`iL-. ... +"k « -. .� -. -Yzl' _ C991 Entity at Data Cott put p"Id a Mir SYpa Version Manufacture, C ed EDlaotu4LGot! vald.meBr ydwam §ubm= FAS,AMMA A,,r,-d son Revision 2020 MI Wlndms and Dors Wemminger American Architectural Steven M filch, PE 1GOar2020 1010612020 monaw2o Approved Category: Wlndms (717; 365.330C M.nukduras Association i74T)317.8454 AACregory: Homasai Sider bsNing.,Q.*dcom F1115311-fit Products Complgnes Method Cr66catlon kka a Listing Am" Fir d a r m. xrmr r vamp OIMIm A�� pip Contract Exissation p&1, Aoorowdfa Us• Anchored for Use IMDW RtlIY1 IB HVHZ 2WMWLBM llssiealt P.-he 1 HS 186 Fln end Flengs Frame 73x821nsu1ded Glass 022162024 No Yea No ✓.15/-55 Florida Department of Business & Professional Regulation Page 1 d1 Florida Department of Business & Professional Regulation page l pit Building Codes and Standards tAr2021 Building Codas and Standards 1Fa2021 Product Approval Application Detail Product Approval Application Detail ._ .. 3_ Rfat pg(a 2&LBbudm 20 I= varajob manufacturer Eandpper&U— Vdldded8, Validated itutillgjigot FBCAmrovd Masira9 Affirmation 2020 PGT InNstrb9 Jene Rosoawltl Mlaml-Linde eCCD -CER NWmI-Dade BCCO -VAL 11A52020 11A5f2020 11/112020 Apprdrod Calagay: Wndowa (941) 486-010D (786) 315-2590 eubCatapary: Fked IraavaWijpgOrhdusdes.c !Il2434124 Compliance Mrhnd: Certil t. Mark r LJding Prardpuas Om Atha Rodrd Yodel Iharber a Mannprduce baserhti ytagplA Amrpyse/aLMa AsclarWfrthis Conrad Ehmiretion Date it, NVHZ Outside HVHZ leased Byes, R>tt P—m s PW-5520 (Large Missile Impsct) `Pon)/ Flied Window 04MnD25 Ys. Yes Yes NIA - =a ' -� �..�.. -.�•- - N--- err- .. - - - - - I -r. GAU ]Venn VW- m ura Quad Endrrr&IJeraa Vnidehd9a yillidead submitted FlICAoorovd Aa,,-9 Ravieion 2020 MI WlndaWa entl Doan &act Strngin Luis R finnan PE eleven M Mich. PE 10A82020 101082020 101192020 12/15l2020 Approved Calvary! WindoWa (717) 365-33010 PE-62614 (717) 317-6454 au6Cetegory: Muso,a bNtlhgertilmiW.cem Complain" Method Evauabon Report tom a Florids Reglaterd Ardhaeet or a Licensed Florida Prcf...nd Engine. t�.euar.-er,yx INA Prwua Men edal. nakKANsm. Asec((ytica $yOYL. p S�9terd.Ettltltr�¢.mt Agpp„-dferyg 10.HVNZ Adersued fee use immo d grim otlWilAAIZ lilslWd pra-, 2 57at Verboar Aumihum Mullin I27J121YM No Vas Ye. WA Flory Department of Business & Professional Regulation Page i al Florida Department of Business & Professional Regulation Page 2 a2 Binding Codas and Standards 11YA2I Building Codes and Standards 1002021 Product Approval Application Detail Product Approval Application Detail ,. � ,; �� .r, -- '._,.�- �. �. `L�, �_�� a - .£�-` �'•aS�, •ten_ ,4 T�'�8.. `�.Y �ek�a , i � 't3&�. i. �'�.4r�+;,:��'�, � . r_, • �..=:-_�-...,, .. :. Ric 9&k ,a.< ,-x... ice -. _.-w>—� ,-. <..... sic _ a ....� .,. 291 Bat -,, _ inns Porefirea am -_. .'' � .. ...._ _'Fr ..,_.-:.3+:.N 99A _ � _�-.- _ .-�-� ._ -, _ .�"* ,-� =-5 .. __ ..__.,^._f'��_. Eam W am an f+ltPffitlop tit V,,,- jj ) Endnar&IJrxens Validated der YANgm William FBg BMMMl Agamma AIMS Tin ykcgg Cat bialklas,(j)pqbit ( yr(Mg Submitted FBC Amrovd Revision 2020 James Hardie Bulking Products, Inc, Chad blacks V. Andr" Ten John Southard, P.E. 01105=1 12/14/2020 ovoll 21 dnp FBC Appn Revision 2020 Po9d• Nick Thompson Lynd. F. Smmkt, P.E Ron J Ki g: P.E. 02n52021 02152021 0=W(121 04P13M21 Approved caulk Pared Wall (909)545-8359 PE-81062 (352)367-2526 Catespooy: Panel Want (330)922-2380 PC--43409 (913,767.605 aibCatepory: aping Commas ched.dkxoks�Jemeahrd SpbCdepom Soria Subcdarra ntl,ampsonQddda.am method Evaluation Report ran a °'ten Method: Evdudlon Repot from a Flak. Registered A.hect a e Licensed Florid. Flodde RrgistelMArchllect a a Licensed Florida Praessbn l Engineer Professional Enjarer Ftai.]f#2.0 Products Oualltt Assurrse Apprevedfa Uas Approved for Use j8pact )gam FLginu_aa Reside Quality, Aerrace AooravW far Use Approved fail Use b2ol 2oi era a Product Medd. Nmpr r Norms Product Dworlift contract Hpaatlal20 In HV jj out" NVNL Resistant Pmesure ag 4 Product Yodel Moam ar lams Product Qaerlotlon Contract E plrrlont-6 a1 N VHZ OWdb MN2 Radon Beeson 1 Cenp dirk Lep Siding Sher -cement Inv siding 12012023 Y. Yee NIA NIA 1 a &qua2T8,qu n, SoR Vent or sold Vinyl Sons 12/31=3 No Yea No WA 2 Hrd.Plank Lisp Siding 7ber-cement rep eking 12012023 Yee Yee N,A WA 2 b.&quctAlhnee T4&qua: Soil Vent or ScIld VPyl SofM 12r312o23 No Yet No WA 3 c. 30ed:Gresebrrr Vintage Beecied&a30: Soffit Vent or Send VW SdR 121312021 No Yes No WA 4 d&qud:DS&qupt S&M Vent s Said Vinyl Sara 12nIQ023 No Ye. No WA 5 e, lqud:Cheder Oak&qua; Soft Vent or said Vinyl Bak 1213I M23 W Yae We WA 6 1. &qud;Sup. Span&quot Soifit Vanta Sold Varyl SofR 12PJIRW3 No Ye. No WA Florida Department of Business & Professional Regulation Page 1 al Flory Dope rtment of Business & Professional Regulation Pape i of Building Codes and Standards I08.'U21 Building Codes and Standards Ia2D2I Product Approval Application Detail Product Approval Application Detail _. � �{+, �k - �, -Y. �r,^T-_.(R'e_. ,� - _FS--- _ >z ,ore• .£_ � 'z _ _ �. , - f' PF''. ... _ .. '-c-- .,. � .._ _ ,F-. �..� .. _ .x :�... . ,>L <a l v. -._:. - L3 _,.1. .. ..,-.. 3 ., c-. _ •_ ova:�-y' rxt� ..��.-- ....>;v3`s - S241 Enti Rik Res. t m Cs91 Aefafa DY1 affiu ZaeEending 20 Wrap Version Wvidectuarag, catid Endna.&LlOrre Vatdehd err )lidated ilk FBC Aceraval Ashom jjyps IYaa Vamicn Manuf turr cld jnalrrere. Licams, y( g,� yddlm submitted EWAMOMA Accessed mom Revision 2020 TAMKO Balding Products LLC Kind Edm Robert Nkmirbn John W. KnezeWsh, PE 101042020 09292020 10/122020 12M 52020 Approved Revision 2U20 L.V. Thornps.. Inc cilia Thompson Afthdacturd Tony Christman Zsdary R. Prod Steven M tAl.. PE OW1712020 ca'162020 094=020 12/152020 Approved Category. Rooting (417)824.6644 PE-59186 1954)7723224 Metals Company(TAMC D) (813)2483456 PE-74021 OM 317-8454 subca0.pp7 Underlaytients kern sdmcIlemhe.onm Cabgdy: Rooting tmyr�pdrctetoom9.com Carrpllana Mahal EwMe6m Report tom a aWCrelrory: Rco1n9 Accaeale6 that are an Flodde Repdered Ar.nect or Uomsad Flows Integral Pad oldie Roosng System Complain" Method EwaMabm Report tom a Prdassiond Engine. Flalde Ragidemd ArdhKect as Licensed Florida FLa1232&U Products Professional Engineer 8.a a Product MM. Nunhr a N.ma Quantity Agr — Aopraadfaores Aporrsd Product„DacrkMon ConfiLsot E ,JData 1611" hat U, k.sect Out" HIM R,W I M p,aM pre— fL111fai1M3Prrlum Quanta Apwrahce Aoaoyedfa asp Awroved for Use jpggj Doom 1 TAMKO Rod Underrymmts(HVHZ) Ropy undadaym.le for use in F 13C HVHZ 00129202:1 Y. No NIA WA S.os Ikatlnxi Main. Kmbr rItems zmguLgRNOJIpp ,Qd. I, HvHZ Outride HIM jaaleer9 pras$Ia IW edcd.s,. 1 TAMCO Flat Top Of-Rldge Vent with Bane la Toe 26 act. static rwf vodWw wish bate OW082026 Yes Yes N/A WA 2 TAMKO Roof Underservinte INON44VFQ) Reefunabdaym.ls for use In F 9C n.44Vr2 0SCH2023 No Yee N/A WA 2 TAMCO Cp ne*k Vent 26 g& OW82026 No Yse N/A +0A52.5 juradotiona. 3 TAMCO Off -Ridge, Roof Vent With Berrie 20 ga- SWC roofvolikta with Integrated blame 09M/2026 Yes Yes N/A WA 4 TAMCO Round Top Os -Ridge Vein with Ball. ix(The 26 ga. static roaveuslator with baffle 090M 28 Yee Yes NIA WA Florida Department of Business & Professionol Regulation P.D. 1 of Fonda Doparbnent of Business & Professional Regulation Page 1 d3 Florida Department of Business and Professional Regulation Building codes and standards +n)I Building Codes and Standards larlml Building Codes and Sta ldards 3/1512022 Product Approval Application PP1av Application Detail Product Approval A Ilcatlon Detail PP PP Pro u d tit A .oval A lication Detail PP Pp x ,-. a va ., -.. __ 2 --... ._'.-. _�TM �75 ....__.�-.-...sic_... g'<. u.,,-._.�.c._,.w ...sic. .- Cp91 egg egg y�gy,� r. +^y-. .. ... !. '.. -_. ice... ... .... ,._..- -. .-_.. ._ . _._ - -rF � �. ..v<.. _._ _,v. �e�_.- .: -. .. � i..r -. . - � ._ .< .. __4 .. army pert 21! Date Fendm c tJld Enlneser rc1.Il2ema VaNd WdBy Vlaltlrt d lialternitted FBCAproinl ._. _ -. ,_ h.. .._. >€- _ _ a" Ago l Attar �{{�eI_ �� ] < <. � 1...- S ..� _ _ �... .- �. •3s.� ., _ .. ____. ....1•:....1Pr- .._ 1, ._....... ... ... .�. SgOt Y1dsn llenldssaiter, - ,-_._.-�v_ _ ?'--.'-�+ r _ .`Sic. 3i_. ... �z -_ .,--.. _...._. ._>�'c.-.�.. 3�.. _.. EtlIhS[ Stiditl Emkrer3Uoerre sic_..,. . ,-�Y�.,_�.. .- n.. Y, .. F..- 4,. > all V lidat d By ydw&d -tor ^.vz-... 12112 ij&mAted R�Lr., _,`zEc{tfi^v�..i+.-��-•'�-. <. _, 22"JNQ p leaf FBs<d=r,ol Asarevi -... l KIIII& FU4259-R31 Revision 2020 Loman. Katrina, Jet" James L Bucmin. P.E. Steven M. uricn, M 41232020 112302020 11=020 ping FBC Appn Rsvialon 2020 asset Roping And— Ratan IAPMO Umrrm Eveluab. Gary W. Walker 11A032020 1 f A22020 1IAS12020 Approved Code EOW or 2" Q 2= Status Capory: Roping (50/)963d.163 PE-31242 (717)317-8454 Calapay: Rr»tna (801)360.6091 Servitor I.I.C. (205)854-0160 Ty,Q_e Version Manufacturer Contact gagineer& Validated By Validated Submitted Pending. ARDroved Approved SubCdesory: Roane Acceacriis that re an Inlegrd Pan *fine Roofinp8yelsln Ilidleytglomanco.can auBCatapory. Roping Tllea Lonplanes Method: Evaluation Report from a Robinhdenongbad.o0 he Revision 2020 POLYGLASS USA Maury,Alpert, License John W 10126/2020 10/222020 FBC 12/150020 Careltana Method: Evaluation Report tan a product Evaluation EnYp Category: Roofing S954233133OSrnalperbl@polyglass.00m RobertNieminen Knezevieh, PE ApRroval Fl«WaRegiremdArchtt da&LlcensedFlorMs Rtmaa-a+2Raards Subcategory: PE-59166 (954) 772-6224 11/01/2020 PrclesslonM EngineerEngina Quietly Assurance Amr*vedfathia Approved for llss IM&M pedw Undedayments F1E2TIRZ4011Pindicts. At" pardWa2alat �t Compliance Method: Ouagty Acuff c& Anuroved to Use Approved for Ilse jgmig )jam Is Sax.Y-SMke. Skte,Cwntry Slde, SpECId Engna Flat Pr.b-an�QDan-,CO 1213 Vm N/A WA Evaluation Report from Alp! Product ram. Nnrba per Kam. mpg C b d Eis"IninRrti1 in HVKZ Outside HvHZ 11t04911d Hres- 'fr, , & mead aFbradaRegistered 1 Dick -Air' DA-4aTRFanihDeck-ArOA-d LwvProNe,Palyprvpylsnepeak, Rod Vert 12/11V2025 No Y. No +07-5/-97.5 +7 SsxanY600-9rk.Shake demD:SdhShake FTatPrdik- S(eeWen.CA 12/3172020 No yes N/A WA ArchitedoraLicensed McMehlayAtted,ed Ip Pyapptl DecN. 18 /9 9exony 800- Sete, Shock. tamp; Sills Shake 9axmy700-Slaks.Slete&emp;5dsShake Flat Prorile- Riakc, CA Fiat Prohle-SaWon,CA 12f312020 12l312020 No No Yea NIA Vea NIA WA WA Florida Professional 20 sexmy Too-Shaks. fug &smp: Son Shake Fiat ale- Rise.. CA 121312020 No Y. N/A WA Engineer 27 Te(as Fapma /a. celma High Rob- Italy. TX I W312020 NO Yas NfA WA 9 26 "Is, Lon Prole - Katy. TX IW31/2020 lib Yea N/A WA FLA62SM31 1111111:91 K Products QueLLv Aseri7•rlce Product MOAN. Number or Name Product Deaerl Ion Contract Exoblilin � Polydass Roof Underlayments Reading undedaymerts 10121/2022 No A2a1rM2 f2r Outside NVHZ Yens Use IMRM $$gj(;j& WA perQ1 Pressure +WA/-=Z 1 Polydass Roof Undertayments(HVHZ) Polygass roof undenaym ents for use In FBClZ2320Z3 Yes No NIA WA HVHZ jurisdictions. 2 Polydass Roof Undedayments(non-HVHZ) Polydass roof undenaym erts,M use in 12232023 No Yes WA -WA/-822.5 Fes, non-HVHZ jurisdictions. Florida Department of Business & Professional Regulation Page I a I Flodde Department of Business & Professional Regulation P.P 1 d1 1 PolyglassRoof UndeMyments(HNFIZ) Ppiyplassroof uwellqmlertsfor use inFBC17232023 Yes No WA WA Building Codes and Standards 125r2022 Building Codes and Standards HVHZ jurisdictions.1nmz1 2 Polygass Roof Undefayments(non-HVF(Z) Polydass roof underlaym ens, for use t1 1223r2023 No Yes WA •WAI-822.5 Product Approval Application Detail Product Approval Application Detail FBC non-HVHZ jurisdiction. FBC11/2 1 I } Und nor ants (HVHZ) P lass roof under eras for use In 3r2023 Po ass Roo e ) ayrfl lad yin ( oyg Yes No WA WA HVHZ jurisdictions. 2 Polydass Roof Undertayments (non-HVI Polydass roof underlaym ants, for use in 12/2312023 No Yes WA 4N/A/-622.5 FBC non-HVHZ jurisdictions. 1 Polydass Roof Undedaymemts (HVHZ) Poyglass roof underlaymets for use in FBC1223r2023 Yes No WA NIA HVHZ junedictian. 2 Polydass Roof Undedaymerds (non-HVHZ) Poyglass roof undedayments, for use in 12'232023 No Yes WA •WA/-622.5 FBC norri jurisdiction. Fonda Department of Business & Professional Regulation Pass,2 i Building Codes and Stanr!ards 36=1 Product Approval Applleatton Detail t grsa EWIVor RYs Ross aBtr.P oho )id! Tlm� Version Manufacturer Co .d ! lner ALbarea Validated By liala.J_tW aurnred FIIC Aopreva Approved a-t- Revl. 2020 Mnak Inc. Erin Wklden ICC Ev.luatl. Service. LLC ICC Evaluation Sa,vi a. 01A32023 1220M22 0110=023 Approved Cdegay: Structural C.T4- Y9 (952)8W4W5 LLC. aubCdeaory: Truss Plates ewddenMrt:i.am (ZOS) 599-98W Compliance Method: Evaluation Report from a FLAM Product Ealuellon Ently trails Praa/tls §JMA Rau i Yodel. Nurrtr or Name Quality contract El d di -Data Amrevadfar this A2MgHk iyHYHZ Outside iron HVHZ jposgl )ice momm P—m 1 MUMS 18 ga. high strength buss connector pat. 121312024 Yes Yes NIA NIA 2 M16SH3 18 ga. avow high strength truss connector plate 12131,2024 Yes, Yes NIA WA 3 MI 16 16 ga. buss canned. elan 12I312024 Yas Yes NIA WA 4 MT18KS 18 ge. high sbengm truss connectr pate 121512024 Yes Yes NIA WA 5 MT20HS 20 ga. high strength miss .pinned. plate 1i/312024 Yes Yea NIA WA 6 7119. MTIS 18 ga. tmss conneda pates 12r512024 Yes Y.NIA WA 1 TL20, M720 20 go. lose conneda does 12r312024 Yes Yee NIA WA 2M 2§k Date Pendim 21M Tube Veralan Manufacturer Coact Emirmsr& License Validated V.11ated Subin lead FBCAooroval Approved status Revision 2020 All American Shutters and Glass Mics.Barbieri Frank L. Benrerdo, RE Troy Bkhop. RE. 1O"28/2D20 10/15/2020 11ID512020 12115=0 Approved Category: Shutters (%1) 712-9882 PE-0046549 (954) 947-0880 SubC~rf. Storm Panels mikebDalrmericanshutte Compliance Method: Evaluation Reportfroma re,com Florida Registered Architect or Licensed Florida Professional Engineer FLNI't $.M Products Sps0 Product Modal, Numbezor Name Product Description QualityAssurance Aborovedfortlse Approvedfor Use Contract Expllatioin Data In HVHZ Oldeltls MVMZ Impact Reslatant Design Pleasure 1 24gs Galvanized Steal Storm Panels 249a Galvanized Steel Storm Panels 12f312022 Yea Yes Yes, WA Florida Dope itiment of Business & Professional Regulation P.O. I a1 Building Codes and Standards 614r-W Product Approval Application Detail A ->u? � ytXr rz s - f Sg$ Intitr..of RYa oil Dde pandm D1 ]ypg version Manufacturer j;gggjg Enolneri I.I.- Valldlad By ydgg ellbmtd F11C A,p,,W AgggyM Revision lon 20Weyaeuta em Prop edeyrin ICC Evebatl. eeWce, LLC IN Lehre, P.E. 02A22021 10A32020 02/03/2021 Approved ApPorotl Ceteum: Structural Components (253)924-0476 (805)8239-3288 1NbCatergory: Endnserad Lumber RebrLBakk4noweyerhe Clmplwn MoMod: Eveuaem Report frame euser.com Product EvelaOon Entity FL1au27A11 Products Assurance Accroved fly use Acoraved for use Imp 2WE spa . Rd , Math Nu beror Near P d d D—lstisn S Data in HIM Out" HVNZ Aweso j—m 1 14crobm LVL Lardnaed Vear Lumber 03/312023 No Vas WA N/A 2 Far h. Pal Parallel stand Lumber 03I342023 No Y. N/A N/A 3 TmberSlrend LSL Laminated strand Lumber 0313120M No Yn NIA N/A 4 TJ Ran Board structural Composite Lumber a Oriented Straw 031712023 No Y. WA WA bond Rm Bard 5 Wayinhaeuser Fire Bard Crisentetl Straw Board Film Board 0313112023 No Yes WA WA e S_e9! )',�ILQC 1Lt! J&t! Date tl.ndm 1b41 Zma Version contest Emener&License, Vacated 9r Validated atteded F5C Aoemvel A-gg ALiBa Review 2020 Atone Stuart Lela. ICC Evaluation Service. LLC wtrm M. Ranieri, PE 1Or31/2020 10272021) 11AL2020 11A52020 Waontl Cetepary: Structure Canponants (3211710-3377 (407) 641-1917 eulsCdsgury. Truss Pafas slea4a�a1pnelM.Wm CarylirM. Ydhod Evaluation Repot tom e Product e/alusbon Entity FLe190&R7 Frodnds Oudav Asf+ame Approved he U.e Approved for Use Yngad tied - AMA Product YwN. Number or lame Frodiet Desenntlan cannot Expiation Duo In HVHZ Otacidaliliii lawsuits Pressure i 17W BC,3hW n Higher Strength M &amp: S) Mehl Canada Plate I V312024 Yea Yes NM WA 2 ITW BOG/Alpine Hinge Rote Metal Connector Plate 12/312024 Yes Yes NIA N/A 3 ITW BOG/Agin Truly Metal Connector Pat. 12(312024 Ya Ya NIA NIA 4 ITW 110l3/Aolix, Wav'a Mehl Canna Place 12/31/2024 Yea Yea WA N/A Florida Department of Business & Professional Regulation Page I ore Building Codes and Standards W3e2D21 Product Approval Application Detail a€ , =mow 3 '� Y ;i'ri✓-. 2W r1r&v or 220 au Dar Pmdm 2" 21112111. Van,,0 Manufaturer contact Enok-8,13canse validated Be Validated .$5 FBC Aoorovd Agpreved gibm Aleanrbn 2020 Alpha AumWum, Inc. Jose We Was R. Lomas Steven M. Urkh. PE 11Aa12020 11/162020 IWO2021) Approved Category: Penh Won (4071 SW2008 PE-82514 (717) 317-8454 Subcategory: sce n aplealu ninhmncilliLroho Comallame Yeelod: Evened. Report tope o.epm Florida Reghered Mehllael a a licensee Florida Professional Engineer Quality AsMrmhcs Ambled for Use Approved for Use )mow p1,gM Asap Prom Mudd. laernbr, r same Product Descrialloy,f.wgaGE�lu6 pa taY 1, HvHZ outsicis HVHZ Btesbd I'—, I Alpha AliWnum Sold Who: Verged Alumin um 8ofs Alpha Aluminum sold Aamp: Vented Aluminum 07130/2023 No Y. No WA CMU & Wood WHY CMU & Word Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PW Pagel r2 I)Y.021 left lm11r a Rai DO 1)taa YJIWgD Manufacture, Contact Eoagsuerdliresesa 317111ibll.®c yaltlYYl ElRmltlffi F BC Amrod n-..d Doc Resisbn 2020 MI Windours entl Doors Creepy: Winrbwa "Category. fled &ant Shinga Amadan Architectural Steven M Uich, PE 1122/2020 112220� 11 61201'0 (71 T)395-3300 Mmukdurrs A.socfatlon (l17)317-6454 � W bsdingar®mkrtl.com � Compliance Certification Yadc a Listing i0 Fun9es-RU Rarbrde Am Product Mold. NUM. or Name 1LYIIgtdaYlmgga AmgoY9lerLat gggypt poscrkft contrast ECkdkn VA9 1, (V(Z, oufstde )IVNz C 1 165 PVy 73, 721naJated deal 04A32023 No V L Q d p G Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail C-Z Pagel or trawl i _ . r-�`k�.-a 58' _..,�f- A x._ -Se _ _ �•. �.,Ki..+r ... ,. c tic 5 .-. i.y .-_ ._ .. „ - _ Q" FLtlbLgC $la 211 12ik2m4m 210 ]SIB. Version Manufacturer C9mes Eon vaLkiam W yMtdgtd aSLbmNtpd iEC.Approval Approved E A ABemdbn 2020 PGT Indusmes Jan. Ro cards Wand-Ootle OCCO- CER ManrcDade li- VAL 11105=20 11052020 11n 12020 Approved Catapry: 1hlntlows (941) 486-0100 (786) 315-2590 akbcetagpr. kknons InaanitlQpgdwusmeac Compliance Method: Civincauon Mark or Lhang 111761J113 Roducu om asap Product MocbL Nmhw or lame OLWW(A,— Alaianyn9flsUse AmrpvadfrU- Foelact Deftriallorl In NVNZ jppAg malso Outside MVMz Aft Pressure I Musms forAl Doon aw Wlndoi Narraum Masons 052srMll Yes Yes Yes WA Fonda Department of Business & Professional Regulation Pape 3 ol4 Building Codes and Standards 3R12U71 Product Approval Application Detail tray" r M 11mt Version Meturact iLi SerYffi EO�aerliigim )fo•tli44�. r101kW d s aG fma1 humm a" ReNelm 2020 OAF Michael start Roten risminen John W. KnszeWm, PE 12n92022 12M72022 12202022 021072023 Approved Cde tie r: feeling (800)7663411 PE-59196 (954) 7T2-6224 akbCdaGory: Asphst Shingles mstlenggaf.com Compliance 0e1h0tl: Eveluulon Report from e Flodde Registered Archhed or a Licensed Florida Prefixal o..I Engineer A19! Red4ct Yodel Number or YMpr 4umIA16fYragni Product Description Cortract Expiration Ode Amroved for the Amtai ed for Varo In HVHZ Outside MVML knew assistant )gesiM Pressure 1 OAF Alpha& Roof Shingles, for use In F8C for iVr¢ Fbergase reinforced 34ob, annated, 5-tab and 12M62025 No Yes NIA WA Iuradktlru hip ,dud esphah shingled Flonds Department of Business & Professional Regulation Paper pit Building Codes and Standards 10=1 Product Approval Application Detail I �- SsOt EpYagt ➢1[1 Der1 DatPonYm !edf Was, Verdm ManuTKWrr Cardin Grabuw&Ocrea VdMdb err 1ldltl.tad erbmatw FaC Amrawl Approved tahhr, Rome. 2020 Flodde Mehl Pfodnds Inc. CIM Jones James, L Bucker. P.E4 Steven M. WIN PE rN 272020 06252020 10AD42020 12/16'202o Approved Catepay-, Rooting 1904) 783-8400 CBUCK Engineering (717) 317-8454 9ubCabigmr• Roping Acese.ai. that. pram aarkg)llameo.eam PE-31242 Ird.q.l Part orth. Railing System Conplish-Method: Evaluation Report from e Flpltla Registered Architecta . Ocenaetl Florida Prokeeil ..I Fsglnaa F112m520.a2 Prraknae Aperuved for Use Aeoroved for Ifae IFIRW Dedw 33 3- FLAMCO &gea;RV 10 Prides Vaa#qua: Aluminum Rdge Varga for planted rook fabricated 12/3 No Yer . No N/A from 0A2v Aumium Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Denali Page 1 pit 3MM23 is.ae�a 5091 thssv or 2111 20 Date PM,dm 20 M1 Version j1er1Wacturn contact 61chnar&upens4 Vdtu"av )alai !lSg7WS9 1`110Aaxava Attorowd � Revision 2020 danJ Protection Products. I.I.C. Tm Robinson Welts.A Tit Jr.. P.E John W, KnezeWch. PE 00008f2020 09/082020 10)D12020 12/152D20 Approved cdegry: 6huten (854) aw;,545 PE44167 (954) 772-6224 &rpcd4gpry: storm Pamela ligan tlm.rohlnamt$gpped.eo Compliance t.thdd: Evaluation Rehm tome m Florida RegideredA.led or. Licensed Florida Professional Engineer F1//6006aa Rodtla AMA anWK+Assrrance Acrarad fr Use Aorored Pr dw canceld- raomv luau a12= for Use knosed 0"- SAaa191111= Rate pot liXNM 1 20 Ge9a Gdwnlzatl Brad Srm PendslHVt2 Corrugated Oalveniz.d Steel Storm Panels tMained 120312023 Yes Yea Yes WA a not by bans to provide humane adedlon, 2 24 Gage Galvanized Wei Storm PaneIsINHVHZ Corrugated Galvanized Steil Storm Panels retained 121312023 No Yes Yes WA a nor by trade to provide hurricane protection - Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Face I all IrT=1 p 1T Z h '"s x sic r r �- .:. _ �:. es,w ._i,�_ s non i .ice . .. y � ,,:>.^<-.. „r ... , ?'S •_ .! `i.., ,+t, e,.: �'^f3 .,-..>aS , _xa, .. 20 20 bass laisnellro 299 mm )faalpn sligivillgi s comed Vdrded der xyww ALOE= FBC Ammvd Ag-,W stable Revision 2020 Commercial Concrete Pr*duds.inc. Robes Oille Samuel A Greenberg John Hoy 12n62020 IVISM20 12rWO20 clog FBC Aron eat.gry: atradlra Components (613) 659.3707 PE-34245 (35Z 508-5311 akbCalegory: Produce Introduced as a Result a praaslpatortIryaboe.can Nor Terchnoi COMA ne Mabod: EVeludion Repot from a Flodde Registered Architect a e Licensed Florida Professional Engineer FIAJ7744116 Rodrb Quality Assonance Apo A.rpvsd for Ilse jppgd 219M AMA product Mode- Munhr or Rama Product Description Contract EssardienDay In HVHZ outside HVH2 )tteYert jregs(D 1 (Xlaay ProwSt a Connrda Concrete Products Precast and Prestressed Concrete Linteb OWSM24 No Yea NIA NIA March 6, 2023 r--4 N L C!1 (0 0 }a }, V Q O L W C (4rDr U) O O O O W 0 W CU .Q .= VJ Q Z Z W J cn E Z C Cn ``V O CL O L� 0 U O L W U CIO m =:3 CL 1 O L ICU LLJ G A`) W z J Z Q J a SHEET NO. PA 1,1 Rodda Department of Bu Mess & Probssiorni Reguindon Budding Coda and Strtdrds Pre" Approval Applkaflon Dotal Pap, ws $me= .` .ram■ tw.earlYam AlloY/ rra� Hm! awr...r g i s W■r■ �L� �Ra v"W Pao Afknrmn 20a PeoCwPwatlDn JaNFIdel Saw wndowavo w UmrLnow, P.E.a UM47J070 CV140m0 (WaDoma APOW-d CadlawrYr VAndong AID~ MoWbeaWAaawmrr 0RKKEnprrwalg e.MhWgw 4 4W* NxY (e41) 6M•a0a ta'I )401iO27 prwl6naa Nab$* OPaapn Mwk w Ufft F, bw FI� IkA" 8 9ataAamaa AWmtallw U- AmmAitib Imaar Rader Bta! E(oramliadaia Cflf LaLi Inkya gmbmLt= ambw ft L 1 84rW,M0HiphP«bmWlMmrerHYnp Vf018flbXulwfxbw(42'x72ry wn7ow No Y46 NO +IW-ag 2 arts la70 Marl ParOxnstawrew Nung Not tpr PWNMWnw alter XureTWM oxJW2m7 No Ya No +6wp0D owo-aftmx xosian a awry lam mrer Nure VAr $"0 Nut TnplaCowpawa(1pr misaw No Y46 rb +40M0 1 aw"immreb Nub =Mj %WfVlb Nut THOOVII 111 ti O'xaL.O') 0ea!9famf NO Ya No +aW36 a 4rrb tc70mrer Xure %woflr Nure TMn4,wr0 mLrxWm Ow1912m'r No VIM No .3" 6 aerw 1620 mrlr Xure YAy48Ygb Nwg twn OonpOap(7rxaary 0ereow No YM Pb +aurae 7 BnIM,W20 mror NYre Nor Oflr Xul TM0*0WWft(10rxeab) 001ilow No Ya w +70b0 a 6erlaatm:12r"ure NO06flrHungWxkbr(4rx7T) Ian Taw ro Ya ro +a�s,7a 0 srr I'aft ter Nero N6laklr Hungwfrxav(4rrwim) mn&* 7 NO Ya No +30AM ,0 Bwfwl=mrerNure %Wskrow, Hurd wfdWgar xW11r) ameam7 No Na Np +36a6 11 Bww102 BIrlr NWl %W9kvrNungwYdrx(4rx0n 06117*W Na Yw ND A" 12 !Kura 1C20 mror Hure YWA"vim Nut wfwbw jar x M 00M6rJm7 No Ya ND +70Fa6 19 aarrw tC2g rarer Nure %Waflr Nure lWn4':bOwaaLar72'■Osa'1 061af71m7 No Yw ND+9w36 14 srra,OROmrerHurl Vrw16YlMNungTWntxmpar(66rxW.0') pw2tf2m7 No vw NA+aWa6 t0 Bard lORDmreI Nuro w"Vie Nut 7MnOmpOagaQarx72') 00170m7 No Ya ND +aw-Y6 10 mwwtWAD mreb Nur6 NM BIreb Nmp 7M. 0wr0wM(7Yx 7f.7 Owia120" No Y46 No +400-W 17 I. - 10200rer Nurlg Ny1RwdYYN 6plrMag 04ankOra (10r xT21 1005=1 No YES No +aW+TO an■IAaaam AUMMLB UU aam isiwiim logo Bsra A NA emtlsulfrattlaa 22 m Kfmkk mLow I HwQ add iLm Bltlrnm hl 1W Oarlw wThwmOarr«t90pnpaa wAVwrd tapl %W No Pwb?MVM Olrfb XYre(4r x 7r) WM7r2WT ND Ya No +OW-W 2 1WM eawThwm dara6mrwrw wAmMNo %W Apr r4rbtarna alnor Huts Am?' WRtow No Y4a No +06W Pvtom werlr Hung Damaaasp7x4F1m a tWgwrfwTMrmarr«Enewnp6a wAarw eflb VA0wwwo Nut Td06Qanao"(100' MIM wnaaw No Yu ND +4040 HUM 1 1Wearbw wThwmxwfr«Enrxrpuf wAVROBflw %W 61lro Nut ToprCwpas(IW x SIX) 05133aw Np YW NO +3w36 Hung PMft Departowt of Bu/ness 6 Probookmal Rsgraa W Pawl w+ Buldirp Code@ and Sosnderds enasp2: PnX WCt Approval Appikapon DO W ice ! IAL no RdLf a" Oak Tim! Ifs 110"60wr wc. ua f1w-Wattr.w yalmood 1rLrw &Pbmkbd FaCALwewl Amend bma Affnalm 200 Raa cwpwalbn Jw rbyrlm 6Ard wndWwdDW LE. Hum, PE, LLC CM4ROW OTM42M UY422M ApwwAd 0016"wn(b0A RObirron tWrV%QUwAaMram (Wt)02&" arsarswfeONO rfxa (aN}sM Wa 6wwNbafa a~ ow"O pn Wkw us" paNpOaNbpProw 0pa Ilatrm tllt>E lisamJiwdmMo mo llAaraem IbBYo asmmmabLan annmd hBIaQ 2112111. a w R iam nio jDdEa lm dram 1 Pad 10 awW ar4a Hung YAndOw arx W MrOd NonrpW SNIL qn0 Yn dow ASQ212m2 NO Yw NO .4" pub 10 berm Dr4b Kure NAndow 64' x O0` MmV Nm4rpaw am& Kure wwww OF49" 2 No Yw fb +49 46 a Pvft I0 ww:Vxwre vends 04':ar V" NprNppxotmreb Kure Wfrdpw 07r00f20Aa No Yes No +WFBD 4 Berra ngb Hure wnww Pap lOrb 48, MRV Nm4row shod WNY7frdow WN02m2 ND Yb do +OW�rp a Pop lO seo We Mur4 WOW orxerulryl ND l pso oftb Wl Wadow 0wOl2072 NO Yoe No +e10401 0 PMa 10 soup DPW* Kure Wmbw a 6'x7VMFV'iwHnppq oh&wfwh w OFAMa072 No Ya w -am 7 PWrlloo I eretawnpwP4W -. W-tirx0vvv*Mmampad4WjIIK VvAdw 1611712ma pap Yr Na +60F60 Awl Li1LLtlaLlarllo BWetermW AOrmesitua AameaBLUM iBbg gwgmLk= xw m tlria BWmm 1leam 1 Pena 10 brbe ergo Hurl Yandw Orxar Nnpl N«MpaM atry0 rang WYdpw COMM No Yas NO +4" 2 P4010owrs BYobwrewNbw or or Vlrrfl Nonlnpd evve Wl W"bw govooma NO Ya No +40645 a PIMP 10 Owre mrera Hung Vwnaw aT■Or VkV Nan4XVWVIVO r4al VJk*M 05109001e 1b Yta No -MMO 4 Pap 10§Kura mrgr Hung Wndwr arxOZMMIN - i10Wl 8rlr Nut Mrn*m ow2uma No Wa No +6WB5 a Pop 10 So, Is ran& Hung Wndow 62+IAP x er" MONMOMSIVr Hure WhdW 1W171201 No Yes % 44W Stye Do vil w 010"Awkwor ARmadm 20a Par CwPaw" 0016wXYMNbwi arCwrawK Ffad Covpwsa W~ OrWaftn NwkOr Us" zmmmmvrmm till m! 1 Bala 1= 2 soin 1Cg0 a aw"IWA 1 4Nrb tp/a 2 8wra tC20 a SerW tWso PmWa Depa Ww9 of BWrrsas R Prota donni Rsgtaa m Bulding Codes and 34radrde Pne" Approval Applteaesn Datl popl w1 maws FW& Deperlowt of Buslnea A Profewmtal Reguaton Budding Codes and SOrtderds Pro"ApprovelApo"-1,rtDaW CON = Ili aril OWBulam RAk oft 1(a(tlrst GWr Orixsratlowwwa 1AMYY/Yr lwrra a>♦ IW FMAMON" AAdLA}"d Imm 1jo Ibmbw UPWAId "r Q�g adriuwr� J011g001 ea■dI WROQWwd DW Jrwa L BY~, PA O7M412070 CTM40m0 Gr9wom0 Apponwd AffwWsr 20M HUCwwobn in I*AN Win WMwrearaMr rON w MOrUbaawAOwarO0r1 CBUCKEIgfrwYl efio "Van" Rob"" PEa4130 (641) W14ga Oan) a14W arAOMa"VP Fbd (041) mi mm POPPV*JWPPW#G" Couplo �ftmo Opro0.brPplw�Mi7Jps I aOM Aloh a PrpbwlwWEhlfrw IRM amdoag@aAAWo N6lawdwfd0-prx7wl liwlrAawarrr 8amamlvWa Aammllella CammLtlmYmtlaBrL hBtaQ OWNIMM o11312m2 f1a Yw roam amim BEmm amt Np 2W= nossumpAmbom it0i PNlpr ewbLauwpw wrwr PrwdMloawarlwewr YWf=dM%W(4Wx04') a7Mw2m2 No Ya No +2066 1 lasim"Fiewpwd 10earratfr FW WRord YardOw %WFfwdwkwm vxwl 07Mawn No Ya No +600d0 ltlhAama AOaeeoual a ANOMIaLm Imm IaLYL LedamBlmdmia g000kbAbillaw hNM g AIWIM BL*= Beaaae YWI-wwkWW(Wwx7r) 0q WOM No Wa ob +21016 NWr owd wffdpw(10or x 04") amarim NO Yin NO +2046 NMtawdVnKIW W''WI 07Ma2m4 me Ya No +0(F0 FWda Depart oera of Business A Plobso1orug RapNetlon A w/ w+ Iioodo D6{ *nw t of SOrtae A Plotammal R@gula on ■4p t Hut PIwida Deporonertt of &armors & PRA wmal Regulation P1 aulding Codes and 8Wv** maws Budding Codes and Stirdords eMafms Budding Coda and Stertderds P(oduetApp(ovalAppl', W MON Pre"ApWovelAppika11, DOW Pro"Appr"lAppiketlerfDotal -- - .... —- ,. Wig._Comm.: - - - - _.. - - -. - 20 t.aL aam mmtg im used Into Sdt Drat! no no OML& Ba am 7� *MIN a00■bwk■Ar gags alias. t1�: yadd w d9 FMC�a AdWWAd axta Do Nita ReaMWmt Caaal fodoOL&ldwa Vdmo d k Iddhild fabol W FOCAumrl ANNGVW Satre no u 10 r(pwbrua wxmtwa 165rw FWAaraw Aar a AArMIAM 20M Wp CDOW96n Jw Xrtdrr Baru wmlowomoww JwwaLBW W P.EW 07M4=Z 07M40= mfamX Appwwd Aff+nOw 20M Pap Cwpwdrn Joe f+Ords Wd wsmrnw.., -I. PE. TA. Lane, Pa, LLC C72444m0 07M4464D WrAaw Apprawd AWOMP On 2020 Pool Cw"FOR"l JMahed reams wromww Dw JwnML8Wd■x,P.E4I 07M40= 07MV450 =012m0 Apo p conerp YNnuAd RDahbn PE4410 W)WaB4W G""0'rEftbrpom aar RW~ NwWrAMwWIOn CBUCNE11~1l i 0 ddmMW lM1y�J0a Ral)4"� a llwf■xdmffx 041)at•a0W 5000a"Now Mrs EdirwDWASER"M R41)aM-e0a pa1)41M-MV OewpYsr rMMk Oertlfaallon mrx«t1Nfl CrwPWrw awuwt emkoom Row 00m4 palaparrylprYdahe awwpaae NWhok Odeerbn cork« Uxft �ISFa Ib.rwm pour RlgsoWAr0fl t«aLbMAWRwru If1.own Iraw Bia?MBLAPPmOaa PNbwIaWavb- w Jilmler8ama AsmmabLum AamiLALUM Iwo Amin lieYtAam aLaraallaclla AummldaYa dam ]DEAD Ari bobwAnsaftDOW= BNMN team OrtrAsrww AawwNFwV" Aswwarwtlr toot! InHM 99WAR M hiam t Harm t 8wra10R0mmreWfdW Nrylsift Nlydar(OOCwIrD.7a•1lrx60ry WQ7902 N0 ri m +allpaa OMN1! naaae>iarm falltettCo r hBfali t>Y1Wa(117P, !lLmrbl Irk 1 ands1a20QOW0ONOraOaw N01941rWatrmial�MDawlfrxfe'} 11/04021 No Vora ND .+�s6 2 awra 1a20 mbil wpdow vkg4 NArI sllydew (Ott«7Q, rJ4IT x ore') Oal2arlma No Yfa ND +gwa6 1 S10 M g V)IF4" wra 0 IC VW FIN OMro VMdew Iarwal No Yba MO NIA 2 Sarw 12201f64wi gorN aw VW 6ror nwW FYwd'W 0WMdo p, a4-+616' mrMmm No Ys No +aW 90 B 4 Barb IWIS mlalp whmw awwalm mk wMd" tabtsaare YAdow ptOx, t06'x00'1 061F70019 VW Ift LWWpw((C04+WXM asm7am No No Ws rid w Hu a0 +a0p bl +ae a BArIM 1a70p6WDIrlO4a D40r =a1-+f11 Ny121MN107r mbAl paM 000r(Tr xa:i tlfmYJm1 rb r1a FOP +7WJe 1 Gana 10ROI265klro0bla Op« Vp61 SYlb Pwt0lFgd'O'OOwGapaaL 47.1IA'x mllfRm2 NO NO Ya ND O611a'j awoorAwwww Awwwaa for aM Awww dpr Dr bows DIM IsaB 1leaamisldmHo l�trtlSmmlYalalOe ksym lArWILum Brun t9earm 1 8VWlW*rRW pM0rAarlfBllMrlpwa0ow t1004s•a'rW'otPalr►repasoow(MF1r2•: 00124=1 rib Ya ND +70<20 avirr) 2 earIN 1W «&wwnMM «AwtlaOdhp ClsrDeer VfAl ENV* PMW Ffwd Nr Ow 6adrO4 38-147x mf+OYJOW Np Ya !b +4W401 01.V2') 8 OwIM1W wExanpwa wfkwnOmkalObwOeor Nyr241wW'OM'Bwatp pwa OOprp2'sa7y Off0aam2 No V" No +ML46 4 8erW 1W «60depap wAwxdlmrdYl @raaaow WW6hVIe FwWFfrd'O'Ow(6rdwaA47•tQx 01102m2 Nor YM RD +2wW 06.1m doll hm ONNMLHM Bmhm Bormm 1 40IalWw6rwnpmorAwal ft"GIaM00w N012iMW MJr 9IWQ pad Dow(O6.17r x 0424=1 Mp Ys Nor +211,25 tlb M 2 Barra lW w Eminpm wAwVDOM CrwDw Nag Of6r Parr)Fb '%r OwPWIK 3&IWx WORM NO Yea Na +40140 61.im a ra 6w1W SeWpdu wANrromisl Bra Dew Nod 24%W'Ox' mufna Dom Ow(TrxVI Wf24aw No Yoe No +own 4 BwratW wEraanpswaMrntlmrry OrstbOr VW Bb Panty Fbd'IO' Ow 0600% 47-1N'x DMa2m fa No Ya w -WAS Opir) PAPI Mt snmon go am vault" NLdA" adLftds m to" TA. wm, PE, LLC O714f20a1 Om42020 APpww (6M)el864a6 C 91WrAums ALammlC:wo 4:a.raweErk4lNw Orr r NVI¢ aw2epm, +r. J m evd e•a y' a RZ y _ C Q�ta,o m N a, C Q, -c 4b � u w c Co . 41; d i i a u d tp C -CL O� g O a � N N WCL Q- 0 O .CM CU 0 N WCU 0 -CU ^^ VJ O O O CU CU 0 CU U- CU LO— LL CU 40 .0 '-+^— VJ Q 0 z CD — CU o > L CL o � U O CL ABBEE-10 U CU ao Q O CU w� Z� Z Q J a March 6, 2023 SHEET NO. PA 1.2 • Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012e20 For died Inks to all SST approvals Noted below, CLICK HERE In r Florida'sr r System and Marti -Dade County Notice Acceptance (NOA). CLICK HERE. Far additional Information regarding Nerve's Statewide Product Approval Sys ry d P ( ) F1.41 -R7 AW Product Model. Number or Name Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw FL gee # RB Product Modal. Number or Name Product Description 1 SD10112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SD10112, SD10212 Strong -Drive SO Connector Screw 3 SD9112SS, SD9212SS Strong -Drive SO Conn actor SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SOCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SOHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SOS25112, SDS25134, SDS25200, SOS25212, SDS25300, SDS25312, SDS25412.. Strong -Drive SDS Heavy -Duty Connector Screw SDS25500. SDS25800, SDS25800 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS2530OSS. SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL401 olow-Ra Seal Product Model. Number or Name Product Description 1 ATR318, ATRUZ ATR5/8, ATR314 Threaded Rods 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 SP318-2, BPI/2, BP1/2-3, BP5/8-2, SP518-3, 8P314, BP3/4-3, BPRTUD3-4 Beading Plates 4 CNW318; CNW112, CNW518, CNW314, CNW5/8-1/2, CNW3/4S/8 Coupler Nuts 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97 Coupling Take -Up Device CTUD98, CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTUD36, RTUD4, RTUD4B. RTUD5, RTUDB, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tieddwn System 11 URS4 1/2" Uplift Rod Run Tiedown System 12 URS5 "" Uplift Rod Run Tiedasn System 13 URS8 3/4" Uplift Rod Run T'Iedown System FL#10441-RB gee # Product Model. Number or Name Product Description 1 OTT2 Hold-down 2 HDC10/4, HDC10/22 Hold-down 3 HDQ8, HHDQ11, HHDQ14 Hold-down 4 HOU2, HOU4. HDU5, HDU8, HOU11. HOW Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 8 LSTHD8, LSTHD8RJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 10 PAI18, PAI23, PA128; PAI35 Strap -style purlin anchor 11 STHD10, STHD10RJ Strap -style hold-down 12 STHD14; STHD14RJ Strap -style hold-down CMFor Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJorl020 direct Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mani-Ot de County Notice of Acceptance (NOA), LUCK HERE, 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 5-3/8" to 15-1/8•'. 22 LBAZ seines hangers Top flange hangers available in width of 1-9/16" and heights ranging from 93/1B" to 13-118" 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 8- 7/8" and heights ranging from 9" to 33-112'. 24 MIEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 718" and heights ranging from 9" to 32-1/2". 25 MIT series hangers Top flange hangers available in vAdths ranging from 1-9116" to 5- 1/8" and heights ranging from 9-114" to 24' 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16"and heights ranging from 3-3/8" to 7-118" 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/8" and heights ranging 9-1/4" to 32". FL#10860-R5 §W Product Model. Number or Name 1 ABA44. ABA44R, ABA46, ABA46R, ABA86: AGA66R 2 ABU44, ABU44R. ABU46, ABU46R, ABU55, ABUS-6, ASU65, ABU66, ABU66R. ABL 88. ABUBBR, ABU1010, ABU1010R; ABU1212, ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 4 AC4, AC4R, ACE4, ACB, AC6R, ACES 5 BC4, BC46, BC4R, BC6, BCSR, BC8, BCS2-214, BCS2-316 6 C1344, CB46, C848, CB66, CB88 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2. CBS086-SD52, CBS088-SDS2 8 CC, ECC, ECCU Series 9 CCQ-SDS2.5, ECOQSDS2.5 Series 10 CPT44Z, CPTeeZ, CPT88Z 11 EP644A, EPB44, EPB46, EPBW 12 EPS4Z 13 LCB44,LCB66 14 LPC4Z,LPCBZ i5 MPB44Z, MPB662, MPB88Z 16 PB44, PS44R, PM, Pass, PB66R 17 PBS44A, PBS46. PES86 18 PBV6, PBV10 1B PC44-16, PC46-16, RC48-16: PC64-16, P066-161 EPC44-16, EPC46-16, E PC48-16, EPC64-16, EPC86-16 2D PC4Z. PCdIRZ, PC8Z, PCBRZ, PC8Z, PC8RZ. EPC4Z, EPC4RZ, EPCBZ, EPCBRZ. E PC8Z, EPC8RZ 21 PPB44-4Z. PPB44-6Z 22 RPBZ FL#10866-R5 229.9 Product Model. Num leer or Name 1 FJA, FSA 2 FRFP 3 GH46$ GH46-8, GH48-6, GH48A GH410.6, GH410-8, GH66-8, GH65-8, GH68-6, 3H68 8, GH610-6, GH61M 4 GLB5A, GLB5B, GLB5C. GLB5D, GLB7A, GLB7B, GLB7C, 01-67D 5 GLBT512, GBLT812, GLBT518, GBLT616, GLBT520, GBLTS20 6 HGLBA,HGLBB,HGLBC,HGLBO 7 HGT-2, HGT-3, HGT-4 8 UFP10-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Boiled column caps with W1 ranging from 3-14' to 9-1/2- and W2 ranging from 35/8" to 7.1/2" Saewed column caps with W1 ranging from 3-1/4" to 9-1/2' and W2 ranging from 3-5/8" to 7-1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post ca p Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12130R020 ,®. For direct Inks to all SST approvals Rated below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Marty -Dade County Notice aP Acceptance (NOA), CLICK HERE. FL#'10446-R6 §gyp Product Model. Number or Name Product Descrptlon 1 A21, A23, A331 AX A35, A44 Angles 2 APA21, APA4, APA6, APVA21, APVA4. APVAS Outdoor Accents Angles 3 APB44, APB44R, APV866, APB66R, APB88, APBWR, APB1010, APB101 OR, APVB44, Outdoor Accents Post Bases APVB44R,APV866,APVB66R,APVB88,APVB88R,APV61010,APVB1D10R 4 APOJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2-6, Outdoor Accents Dock Joist Ties APVDJT2R-6 5 P 1 A H 10 APHH46, A HH46R, APHH6 0, PFI 6 R Outdoor Accents Heavy Hanger � yHa g 6 APL4, API-6, APT4, APT6, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Well Stop 13 FC4. FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1. GA2 Gusset Angles 16 H2A, H2.5T, H81 H10A-2, H10S, H14, HGA10 Hurricane Ttes 17 HCJTZ Heavy Concealed Joist Tie 16 HH4, HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 1_30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skswable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ210RZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.58; LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, MI-242, ML28Z, ML28Z, ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC27, RTC44 Rigid Tie Connectors 34 STC, STCT, OTC. HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-R5 Sea # Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, OSC5RSDS3, DSO5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRCAII 81, HHRC44, HHRC5.2"25; HHRC5.3713.12, HHRC66 6 HRC1.81, HRC22 7 LRU26,LRU28,LRU210,LRU212 8 LSU26, LSSU28, LSSU210 9 TBE4,TBE6 10 TC24,TC26:TC28 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, THAC422 THA426, THA422-2, THA426-2 12 THAI1.81/22, THAl2.06/22, THAI2.1l22, THAI222, THAI322, THA13522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4SDS3, THJM2-5SOS3, THJU26, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 20M FBC Approved Products Updated 12r302020 For career Inks to all SST approvals Noted below, CLICK HERE For additional Information regarding Florida's Statewide Product Approval System end Marty -Dade County Notice of Acceptance (NOA). CLICK HERE. FL#10456-R5 38a Product Modal. Number or Name Product Description 1 EIT, STS, BTH Brick Ties 2 CMST12, CMST14, CMSTC18 Coiled Straps 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compression/Tension Strap 6 OSP, SSP, TSP Stud to Plate to 7 H1, H10A, H2.5A, H3, HB, H7Z, H16, H16S, H16-2, H16-25 Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie 10 HSS2SDS1.5. HSS2-2-SDS3, HSS2-3SDS3, HSS4SDS3 Heavy Stud Shoe 11 HST2. HST3, HST5, HSTB Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30. HTS30C Heavy Twist Strap 13 HTSQ16KTZ, HTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9,LSTA12,LSTAI5,LSTAI8,LSTA2I.LSTA24,LSTA30,LSTA36 Straight Straps 16 LSTI49, LSTI73 Straight Soaps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 LightTwist Strap 19 MGT Medium GirderTiedown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, Ivi MSTA21, MSTA24, MSTA30, MSTA36; MSTA49 Straight Straps 22 MSTC2B, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC4893, MSTC88133 Pre -Bent Straps 24 MSTI26, MSTI36, MSTI48, MSTI6O, MSTI72 Straight Straps 25 MTS12, MTSI6, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA200-12, NCA202-12, NCA20-16, NCA200-16, NCA2x12-16 Bridging 27 RCW612, RCW814 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stu oftoPlate Con nector 30 SPt, SP2, SP4, SP6, SP8 Saud Plate Tie 31 SPH4, SPH8, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Said Shoe 33 ST9, ST12, ST18. ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST8236 Straight Straps 34 TB20, T827, TB30; TB36, T842, T648, T854, TB56. TB80 Tension Bridging 35 TW810, TWB12, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 W13106; WB1OSC, W8126, WB126C; WB143C Wall Bracing Product Description 1 C131-12 37x5 5, CBH2.37x7.83, CSH2.37x9 75 Adjusable Hip -End Connector 2 DU, DHU, OHCTF series hangers Drag Strut Connectors Gable Brace Connector Hip Comer Plate 3 HGU3.63SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU700-SD8, HHGU7.25SDS. Light Slopeable/Skewable U Hanger HHGU9.00-SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2. HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50/10. Truss Clip HHUS725/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Jost& Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spaoer-Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01 81/9SOS, HUC01.81/11SDS, HUCO210-2SOS, HUCO210-3-SDS, HUCQ310- SDS, HU00410-SDS, HUC0412-SDS, HUCQ5.2519-SOS, HUCQ5.25/11-SDS, HUCQ610- SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12l lXM0 For direct Inks to all SST approvals Isted below, CLICK HERE For additional infannation regarding Florda's Statewide Product Approval System and Man -Dade Canty Notice ofAcceptance (NOA), CLICK HERE. FL#114WRO §2" Product Model. Number or Name Product Description 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6, HRS8, HR512 Strap Ties 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THG02-SDS3, THGQ3-SDS4 5, THGQH2SDS3, THGQH3SOS4.5, THGQH4SDS8 Joist Hanger 6 THGW3-3, THGW3-4, THGW4-3, THGW4A Joist Hanger FL#J1473-R5 Sea # Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 His, H18S, H18-2. H16-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor 6 HGAM10, HM9 Masonry retrofit connectors 7 HHETAI6;HHETA20.HHETA24,HHETA41) Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM140, MSTCM80 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16. HTSM20 Twist Strap for Masonry FL#11496-R5 ySgy,A Produet Model. Number or Nama Product Description 1 OTT1 Z Deck Tension Tie 2 H012, HD19 Bolted Holdowns 3 HD3B, HD5B, HD7B, HD98 Bolted Holdowns 4 HTT4, HITS, HTT5-3/4 Tension Ties 5 LTT19, LTT20B, LTT131 Light Tension Ties FL#13628-R5 §g9I ProductMbdel.NumbarorName ProductDescriotion 1 SS518x24,SB718x24,SB1x30 SB Anchor Bolts; 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTBI 6L, SST82OL, SSTB24L, SSTB Anchor Bolts SSTB28L FL#13972-R4 Sea x Product Modal. Number or Name 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI36, MSTI48, MSTISO, MSTI72, S1MST27, SIMST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28; HTS30, HTS30C 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSrA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 6 LSUBH3.25, SUBH3.25, MSUBH325 7 LTP5 8 LTS12, LTS16, LTS18, LTS20 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC86, MSTC78, ST8238 11 MTS12, MTS18, MTS18. MTS20. MTS30, MTS24C, MTS30C 12 S/81.56, S/B1.81, S1B2.06, SIB2.37, S1B2.56, S1B2.68, SIB3.12, S113156, S/B3.62, S1B4D6, S184.12, S/B4.28, SS4.75, SIB5.50 13 S/BA2.12/8, SBA2.12110, SMA2.12/12, S/BA2.12/14, S/BA4.18/6 S/BA4.18/10, S/BA4.18/12, S/BA4.18114 14 S/H1A 15 S/HD8S, SIH08B, SMD10S, S/HD106, S/HD15S, SIHO159 16 S/HDU4, S/HDU6, S/HDU9, VHDU11 17 S/JCT, SIHJCT Product Description Coiled Straps Straps 97 mil (12 go) Heavy Twist Straps Steps 43 mil 18 a Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (15 go) Straps 88 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-WiW to 3-W16" and heights ranging from 9-1/8" to 23.15118". Face -mount hangers Face -mount hangers available in widths ranging from 1-518" to 7- 318" and heights ranging from 5-5116" to 12-7/8". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 118" to 5-1/8" and heights ranging from 4314" tc 15-3W'. Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 1/2" and heights ranging from 2-7/8" to 19-114'. Concealed flange version (HUC) available for all models having width equal to or greater than 2-9/16 Face -mount hangers CEMFor Simpson Strong -Tie 2020 FBC Approved Products Updated 12rA2020 c*act Inks to all SST approvals listed below, CLICK HERE. -Foradditional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), CLICK HERE, 18 SILBV1.56, SILBV1.81, SILBV2.06, SILBV2.37, SfWV2.56, S1LBV2.68, SILBV3.12, Tap Flange Joist Hangers SILBV3.56, SILBV3-62, S/LBV4.06, S/LBV4.12. S/LBV428, SA-BV4.75, S/LBV5.50 19 S/LTT20, S/DTT2Z, S1HTT14, HTT4, HTT5 Holdowns 20 SIMST60, S/MST72 Straps 118 mil (10 go) 21 SP4: SPB Stud Plate Two 22 SSP, OSP, TSP Stud Plate Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-RS §gU Product Model. Number or Name 1 CCQM3.82-SDSHDG, CCQM4.82-SDSHDG, CCQM5.50-SOSHDG, CCTQM3.62-SDSG, CCTQM4.82SDSG, CCTQM5.50-SDSG, CCCQM3.62-SDSG, CCCQM4.62-SDSG, CCCQM5.50-SOSG 2 ECCLQM3.62G4KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, ECCLLQMD4.62G-KT, ECCLLOMD5.500-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- KT ECCLRQ MO5.5OG-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 4 LGUM26.2, LGUM26.3, LGUM26.4, LGUM28.2. LGUM28-3, LGUM28.4, LGUM210-2, LGUM210-3, LGUM210-4, LGUM46, LGUM48; LGUM410 5 MSHA3.1219 25, MBHA3.12111.25, MBHA3.56l7.25, MBHA3.5619.25, MBHA3.56/1125, MBHA3.56/11.88, MBHA3.56/14, MBHA3.56/18, MBHA3.56/18, MBHA5.50/7.25, MBHA5.50/9.25, MBHA5.50r11.25, MBHA5-50/11.813. MBHA5.50/14, MBHA5.50/16, MSHA5.50/18 6 MBHU3.56/9.25, MBHU3.56111.25, MBHU3.5611.88, MBHU3.56114, MBH U3.56/16, MBHU3.56/18, MBHU5.5019.25, MBHU5.50111.25, MBHU5.50111.88, MBHU5.50/14, MSHU5.50/16, MBHU5.50/18 FL#13975-RS Sag # Product Model, Number or Name 1 SDW22300, SOW22338, SDW22438, SDW22458, SDW22500, SDW22600, SOW22t338, SDW22834 2 SDVIIC15450, SDWC15600 3 SDWH18300D8, SDWH10400D2, SDWHIBBWDS, SDWH19800DB, SDWH191000DB 4 SDWH274ODG, SDWH276ODG, SOWH278DOG, SDWH271000G, SDWH2712OOG 5 SDWS16212, SDWS16300, SDWS16312, SDWS18400 6 SDWS19800, SDWS19712, SD1N522400,SDWS22500.SDWS22512, SDWS22B00. SDWS22800, SDWS22900, SDVVS221000, SDWS221100, SOWS221200, SDWS221500 7 SDW=300DB, SDWS2240OD6; SDWS22500D8. SDWS'22600DB, SOWS2280ODB, SDVVS2210ODDB 8 SDWS22312DBB, SOWS22512OBB 9 SDW827300SS, SDWS27400SS. SDWS2750OSS, SDWS2760DSS, SDWS278WSS. SDWS271000SS, SDWS27120OSS 10 SDWV13400 11 STN22 Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry'rop Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong-DriveSDWH TIMBER-HE)(Screw Strong -Drive SDWH TIMBER -HEX HOG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Intenor Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FUI15363-R3 AW Product Model. Number or Name Product Description 1 AS 18, AS 1885, AS 18S8 16 ga. Truss Plates 2 AS 20HS 20 ga, High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FL#15730-R4 §W Product Model. Number or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW50, GW-75, OW-100, GTH Gas -actuated fasteners and assemblies 3 PUPA, PDPA-K, PUPA -MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners. threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, P'TRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products mmFor career Inks to all SST approvals Isted below, CLICK HERE For additional Information regarding Florida's Statewide Product Approval bWom and Man -Dade 11 HUS, HUSC series hangers 12 IUS series hangers 13 LGU3.25-SDS, LGU3.63SDS, LGU5 25-SDS 14 LU24, LU26, LU28, LU210 15 LUC26Z, LUC21 OZ 16 LUS series hangers 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.82-SDS, MGU7.00-SDS 18 MIU series hangers 19 MUS26, MUS28 20 SUR. SUL.. SURC, SULC series hangers 21 U series hangers FLXJ 0667-R8 Sey X Product Model. Num drew or Name 1 BA series hangers 2 DGBF series hangers 3 DGF series hangers 4 DGHF series hangers 5 EG51 EG7, EG9 series hangers 6 EGO series hangers 7 GLS series hangers 8 GLTV series hangers 9 HB series hangers 10 HGLS series hangers 11 HGLT series hangers 12 HGLTV series hangers 13 HIT series hangers 14 HUSTF series hangers 15 HUTF, HUCTF series hangers 16 HWPseries hengers 17 HWPH series hangers 18 ITS series hangers 19 JB series hangers 20 J13A series hangers Notice of Face -mount hangers available in widths rig fro 1-518- to 3- 9/16" and heights ranging from 4.5116 11". Concea nge version (H USC) available for models havirib width squat to or greater than3-9/16"- Vfto Xkanging from 1-718' 0 3 d n. Face -mount hangers available inwidil 518" and heights ranging from 9-114'6' p W Face -mount hangers t C Face -mount hangers r4 cO Face Face -mount hangers§-thsing r m N mount hangers available in width1-9118"1@4yCp 5/8"and heights ranging from 3" 010y a N i Face mount hangarsQ += N _m Face -mount hangers available in vwdthm 1-9/1(&'J ar 1/8" and heights ranging from 6-15116+'C d Face -mount hangersu m o.e e . Q Skewed face -mount hangers availableing tf�t1'{Z 3 ro9/16"to3-9/16"and heights ranging fr� aConcealed flange version (SURC, SUe for 'LZlouG C 2X and 4X models; only acute flange le concealed. Face -mount hangers available in widths ranging from 1-9/1rgo 8X -Q Wand heights ranging from 2.5/8"to11-114". p 4 c, I- C, Product Dascrintlon Top flange hangers available in widths ranging from 1-5718" 0 7- 1/8" and heights ranging from 7-18" to 30'. Top flange hangers available in widths ranging from 3-518" to 7- 1/8" and heights ranging from 9-1 /4" to 24". Top flange hangers available in widths ranging from 1-117'to 3- 548" and heights ranging from 7-114" to 24". Top flange hangers available in widths ranging from 1-314" to 3- 5/8" and heights ranging from 9-14!'to 24". Top flange hangers available in widths ranging from 5.1 /4" to 8- 7/8" and heights ranging from 11"to 32-1r2". Top flange hangers available in widths ranging from 3-518" to 7- IM" and heights ranging from 11-114" to 37'. Saddle hangers available in widths ranging from 3-1 /4" to 6-7/8' and heights ranging from 8-112" to 28". Top flange hangers available in widths ranging from 3-1/4" to 7- 1/6" and heights ranging from 11"to 32'. Top flange hangers available in widths ranging from 1-9116" to 7- 1/2" and heights ranging from 8" to 30' Saddle hangers available in widths ranging from 5-1/4" to 5-78" and heights ranging from 10-1/7'to 28". Top flange hangers available in widths ranging from 3-114'to 8- 7/8" and heights ranging from 7-d17'to 32' Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 14" to n' Top flange hangers available in widths ranging from 2-5115" to 3- 9/16" and heights ranging from 18" to 26' Top flange joist hangers available in widths ranging from 3-1/8" to 3-9/1 g' and heights ranging from 5-318" to 13-1/8". Top flange hangers available in widths ranging from 1-9118" to 5- 1/2" and heights ranging from 3-7/18" to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16". Top flange hangers available in widths ranging from 1-9116" to 7- 1/8" and heights ranging from 5-3/8" to 2&' Top flange hangers available in widths ranging from 1-9118" to 7- 1/2" and heights ranging from 5.3/8" to 32' Top flange hangers available in widths ranging from 141/18" to 3- 5l8" and heights ranging from 9.118" to 16' Top flange hangers available in width of 1-9118" and heights ranging from 5.3/8" to 7.1/4 Top flange hangers available in width of 1-9/16" and heights ranging from 9-3118" th 13-118" Simpson Strong -Tie 2020 FBC Approved Products Updated 1213Q=0 For direct Inks to ell SST approvals Isted bolas, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Maui -Dade County Notice of Acceptance (NOA), & QK = 5 SET-XP Adhesive Anchor for concrete e Strong -Boil 2 (ST82, ST624SS, STB2.6SS) Strong -Soft 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSBSS) Titan HO Heavy Duty Screw Anchor for concrete and masonry available with hex head in carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25158RH, THOB37158RH, TH037212RH. Titan HD Threaded Rod Hanger for concrete TH050234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-R8 ,§gy,jj( Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bat 2 (ST82) 5 Titan 2 (TTN2) 6 Titan HD (rHD-H4SS, THD-H6SS, THD-CS6SS) 7 Titan Turbo (TNT) FL#16937-R3 §KA Product Model. Number or Name 1 X34B1016-5KX1S1016,X1Ell 016-4KXQ1S1018.XQ181018-4K 2 XL0114T1224. XLQ114BI224.2K 3 XMQI14SI224. XMQ11481224-2K 4 XQ114S1224,X01I481224-2.5K X11491224,XO112S1224,XQ112B1224-2K 5 XU34S1016,XU34B10165K FL#35320-RO Sea # Product Model. Number or Name 1 DSSCB43S, DSSCB48, DSSC648, DSHS 2 FCB43.5, FC845.5, FCB47.5, FCB49.5, FCB411.5 3 FPHSD34S1016,FPHSD34B1018,FPHSD34B1018-5K.FPHSD34S1214, FPHSD34B1214, FPHSD34B1214.51K 4 LSFC2.25, LSFC4.25, LSFC825, SFC2.25, SFC4.25, SFC6.25 6 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25; SSC6.25. MSSC2.25, MSSC4.25; MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3,RCKWS5,RCKW7.5,RCKW3S.RCKW5.5S 7 SCB43.5, SCS45.5, SCB47 5, SCB49.5, SCB411.5, MSCB45.5, MSCS47.5 8 SCS32-5197, SCS62-5197, SCS02-5/118. SCS82-5/118 9 SCW3.25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 11 SS133.518 12 XLSH3401414,XLSH7881414 13 XQ1S1016, X0181016-4K, X01S1214. XQ1B1214-3.5K, XQ78S1224, X,076B1224-3K, X0114S1224, XQ114B1224-2.SK, X0112S1224, XQ112B1224-2K, X3481018-51<, X1 S1018, X1 B1016.4K X1 S1214, X1 B1214.3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titian 2 Screw Anchor for Concrete Titan HD Heavy -Duty ScreNAnchorfor concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description #10-18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Drill Point 412-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #6 Drill Point and Large Diameter Hex Washer Head 912-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws vvibt #6 Drill Point #10-16 Strong -Drive XU Metal Sol -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Foxed -Clip Connector #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self - Drilling, Tapping Screws Steal Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws #10-16, 412-14. and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws N N ..0 cn _ > U N O N ca. CU O -0 n- .� U C ICU (p Cn O O O O C O ICU LL O > .� CO ^0 E 0 i L � I+- LL ``{^^r a z Z W J Cn E Z W CU IM > 0 > LL CL O CL Q L C O L W U CIO M ^� O ICU W W z J Z Q J a_ March 6, 2023 SHEET NO. PA 1.31 -«-• CD L to —Cu U MIAMl SdIAat14X%DECcoUNW PRODU TCONTROL SECTION PGT Industries, Inc. 4-0 N L- 'p itiiiii�! Inc,PGTIndustsie%Inc. PGT Industries. Inc Q± o OO CL 1190 SAT 26 s� Rom 208 :NOTICE OF ACCEPTAI'+�CE: EVIDENCE Sl BAMTED NOTICE OF ACCEPTANCE: EN7 DENTCE SUBMITTED�' � a � c C tU -0 DEPARTMMOF I LE G ULATORY AND EC C K- C WC RESOURCESOUM) Sri Florida 33175-2474 NOTICE OF A.CCEPMAYL CT: EVIDENCE SITBMrrTED � a 'C)) (1) Cl) BOARD AND CODE AD311b STRATIONDI`'ISB}N T (786) 315-2590 F MW 315 1-599 NOTICE OF ACCEPTANCE tnr,r.aw.itlsdesr.vtacaalosF d b 1. Evidence submitted under previous NOA P D. QU ALrr �SS�t �rCE = V N - C =3 t:t3 Fn (NTO�i) A. DR,c1tTiL' GS B. TESTS continued ) 1. Miam>mi Dade Department of Regulatory and Economic Resources (R.ER)_ J ro c 0) -p U �, O -0 PGT Industries, Inc. 1070 Technolol- Drive, 1. Manufactumes die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 a y � C) N a O .O U- � North Venice. FL 3427 a (Subndked under N 0 4 . o.11-0107: 04) 2) Uniform Static Air Ftesstue Test, per FBC, TAS 202-94 E. MATERLAL CERTMCATIOi+i S Q � CZ � � O � SCOPE: 2- Drawing No. MD-5570.0, titled `Vinyl Sliding Glass Door NOA (Ilhi)" sheets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1. Notice of Acceptance No. 1"- 528.14 issued to Vision Extrusion Limited for r - � � ``' ca C) :�.. cD This NOA is being issued under the applicable rules and regulations govetnim the use of cotstructionmaterials_ The through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 'A lkite Rigid PVC Exterior Extrusions for Windows and Doors". dated 091 3 � o . �_ -0� 0 0 -Product Corol Section to documentation submitted has been re-v-iewed and accepted by Miami -Dade CouttyRER PControl 04/05117, signed and sealed by A. Lynn Miller, P-E. 5) Cyclic Wind Prue Loadingper FBC, TAS 203-94 expiring on 09`130A9. 3 3 a)�N s-- be used in MantiDaade Cvu uty and unbar areas where albwvd by the A1uhatt* - Has-wg dzui i&c (AED). 6) F(olced Entry Test,. per FBC, TAS 202-94 2. Notice of Acceptance No.16-�00920.08 issued to Vision Extrusion Limited for r � � � � � � � 0 � CL This-NOA shall not be valid aRerthe expiation date statedbelow-TheMiami-Dade County Product Control Section B. TESTS along with marked-W drawings and installation diagram of vinyl sliding glass door, prepared 1000 Tan 202 and lighter Shades (Non-i%'hit?e) Rigid PVC Exterior Extrtrseons for h ` C:i F-- � . �_ U) Q (In Mtamt Dade County) an&or the AM (in areas other than Miami Dade Cou my) reserve the right to have this 1 _ Test report on 1) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 by Fenestration Testing Lab, Inc.. Test Report No- FTL 85d9, dated I 1 ftfl5, signed and Windows and Doors", dated 12108116. expiring on 112921 product or material testedfor quality awwance purposes. If this product or mat erial fails to performin the a ccepted 2) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idalmis Ortega, P. E_ {Text report revised on 12/04115 and 02r 1 U 16) 3. Notice of Acceptance No. U4528.15 issued to Vision F-laruseon Limited for their a 4 manner, the maaofadu will i:icurtheencpeQseofsuchtestit►gsadd�eAHI syimmediateiyrez on e, modifi . or 3 C lic Wind Prey Loading FBC_TAS "20394 ) � � 2- 6_ Test report on 1) Air Infiltration Test, per FBC, TAS 20.. 94 Brown Coated � (Painted or Laminated) White Rigid PVC Exterior Extrusions for suspend the. use of saner product or material within daeir jurisdiction. R:?R reserves the right to revoke this along withm2rkedup drawings and installation diagram oftrinyl shding glass door, prepared 2) Uniform Static Air Pressure Test, pas FBC. TAS 202-94 Windows and Doors", dated 08113115, expiring out 09/3Q119. acceptance. if it is nts o othed by icabLe Dade County Product Control Sectoor, that this produce or material furls to meet the requirements o f @ice applicable Msilding code_ by Fenestration Testing Lab, Inc., Test Report No. FTL 9717, dated 122V7,`15, and 3) Water Resistance Test, per FBC, TAS 20294. 4. Notice of'Acceptance No-1b-07122.02 issued to ENERGI Fenestration Solutions USA,. This product is approved as describedhemirn andhas been designed to comply w ilh the Florida Building Code_ sealed by Idalmis Ortega, R E. (Test report revised on 02115/16 and 02,24116) 4) Large Mile Impact Test per FBC, TAS 201 94 Inc. for their "T.` -N MO and Lester Shades (-N ou-N%Idte) Rigid FVC Exterior including the Hipp Velocity Hnaicane Zone 2. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 5) Cyclic Wind Preswwe Loading pef FBC, TAS 203-94 Extrusions for Windows and Doors" dated 09i 15116, expiring on 01 ,0421. :, DESCRIPTION: Series �701= 770 i i i S Glass Door (Renrfo rep 1) w,hso 900 & 13.e° corners-L UL 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 with mailed-u and installation d of 1 s door, �8 F � �y S� P 5. Notice of Acceptance No.16-0712.44 issued to ENERGI Fenestration Solutions USA, _�YPROi :�I. DOGL'll T: Drawin No.3>1D-5 7fl.0 Ric B, titled "V Glass moorNOA sheets l< '.lidmg 3) Water Resistance Test, per FBC, TAS 202-94- try Fenestration Testing Lab, Inc.. Test Report No. FTL 8552, dater IVW15, signed and Inc_ for their -Bronze and Lighter Shades of Cap Coated Rigid PVC Exttrlor 1 through 21 of 21, prepared bti mate, dared 10l050' 15 and Past revised on 0210112 I, signed and sealed by 4) Large Missile Impact Test per FBC. TAS 201-94 sealed by Idalmis Ortega, P. E. (Test report revised on 0235,+2016) Extrusions for Windows and Doors" dated 09/15116, expiring on 04/1620. A. Lyme Miller, P-E., beating the Xl a -Dade CountyProduct Control Revu ion stamp with the Notice of 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 6_ Notice ofAcceptance No_ 16-0712.03 iced to ENE LGD Fenestration Sohitio s USA, -White Acceptance number and expiration date by the �t�iiatui-Dade Cauxnty Product C-)rtrol Section. 6) Forced Entry Test, per FBC, TAS 20294 2) Large Missile Impact Test per FBC, TAS 201-94 Inc.. for their Rigid PVC Exterior Extrusions for Windows and Doors- dated USSILE LWACT RATLNG: Large and Small Missile Impact Resistane along withmarked-up drawings and insWhtion diagram of vinyl sliding glass dour prepared 3) Cyclic Wind Pie Loading per FBC. TAS 203-94 08110117, expi * on 02P29q S. by Fenestration Testing Lab, Inc., Test Report No. FTL 8546. dated I V06115- signed and along withmarked-up drawings and installation diagram of vinyl sliding glass door, prepared 7- Test reports No(s). 10-W0 792(A), 10-06-M0527. 535753-09. per ASTN E-84, lAuska table 1 sheet 7 and table 2 sheet S for able SGD unit sizes, de a es, reiinfa�cements es. ( igu pressures, types, sealed by Idahnms Ortega, P_ E. (rest report revised on 01104/16 and 011 11,2016) by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated AST MD 1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic glass types. sill riser (see tables B-1 & B-2. sheets 7- and anchor layout sheets requirements in 11 tutu 16_ 3, Test on 1 4tr Infiltration Test: FBC, TAS 202-94 )' 11,19/10, signed and sealed by Jorge A Caruso. P. E. (Srrbnriftrd rrndsrr �'40! .'►a.11- coax4nosit a material_ 2. Rigid V ite PVC, Tan (Non -white) Rigid PVC andBr-oam coated (Painted or laminated) white Rigid PVC to be y ?)Uniform Static Air P` Test: per FBC, TAS 02-94 0107, p f) (Submitted under X0.4 - o.11-014T. 04) labeled per referenced NOA'stequwemeats. 3) Water Resistance Test, per FBC, TAS 20294 8 Test report on 1) Air infiltration Test, per FBC. TAS 202-94 8- Notice ofAcceptance No.14-0916.11 issued to Kuraray America-, Inc. for their 3. Egress operable doors must comply with min clear width or height per FBC requirement. as applicable. 4) Large Missile Impact Test per FBC. TAS 20194 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 "Seatrl-Glast (Clear and Rye) Intaerlaree. expiring on 07104/18. 4. Pocket walls under separate approval, to be reviewed by Binding official 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94_ 9. Notice ofAcceptance No.16-1117.01 issued to Kurmay America. Inc. for their LABEU G: Each unit shall bestir a peinunent label with the manufactvsees n awe or logo, city. state and series alai 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile h npact Test per FBC, TAS 20194 . Trasifolt, "traclear. Clear and Color PVB Intet'lm-ers7, expiring on OT08119. following statement: "Iwiiam%Dade County Product Control Approved", noted Herein along with marked -up drawings and 1n5taliahOrl dtagrarn 4lfzin1 Sliding glass door, prepared 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 RENEWAL of this NOA shall be considered after a reneuval application has bees filed and there has beenno by Feneaxation Testing Lab, Inc., Test Report No. FTL $547, dated 12:'04115, signed and 6) Forced Entry Test. per FBC- TAS 202-94 F. STATE -Ai N TS change in the applicable building codesegatively affecting the perfomnance of this product_ sealed by Idalmis Ortega, P. E. (Test report devised on 0.11546) along with marked -up drawmgs and nlstallation diagram of vinyl sliding glass door, palmed 1 _ Statement letter ofcamformance with FBC--A* Edition (2014) and FBC-6&Edition TERM ATZON of this NOA will occur after the expiration date or if theme h as bees a rewsim or change is the 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc- Test Report No_ FTL 6337 (samples A- I thru A-5), dated (2417j issued by manufacturer, dated OV14117, signed & sealed by Lynn Miller. P.E. materials, use, and'or manufacture ofthe product orprocess. Minm ofthis NCUA as atneudarsement ofanyprodua, 2) Uniform Static Air Fresstuse Test, per FBC_ TAS 202-94 110640, signed and sealed by Jorge A- Causo. P. E_ (Submifed under N''Q4 N'o.11- 2_ Statement letter of no financial interest, dated 0411 &17. issued by manufacturer, signed for sales. advertising or any atnerpugxms shall automatic ally termitntee this N OA. Failure to complywith any 3) Water Resistance Test, per FBC. TAS 202-94 010f 09) & sealed by Lynn Miller: P.E. section of this NOA shall be cause for moo++ and r mwval ofNOA. 4) Large N sssle Impact Test Pet FBC, TAS 201-94 3_ Leber of lab compliance, part of the above test reports. ADVERTISE-MEN'T: The NOAnumber preceded by the words Miami Dude County_ Florida, and follaared by tine 5) CyT c Wind Pressure Loading per FBC, TAS 203-94 C. C_ L UTLATIONS 4. REP, Test Proposal No.17-0387. dated 05,05117. signed by Ishaq Chanda, P.E- e irationdate be in advertising literature. If oitsonofthe NOAis lay . then it shall be xP �Y 1� � g ffi3''P �P 6) Forced Entry Test, per FBC, TAS 202-94 i _ Anchor verification calculations and structural a-ith FBC-2014, �, c� done in its entirety_ along with marked up drawings and installation dugnim ofvm34 sliding glass door: prepared prepared by PGT dated 12,09,'15and last revised on 0211516, signed and sealed by G. OTHER LN SPECTION: A co of this entireNOA shalt be pro to the user b e ina ufactuner or its distributors and py F Y� by Fenestration Testing Lab. Inc., Test Report No. FTL 911LO. dated 121 115. signed and Ant°honyL. Miller, P.E. (Submided underA70F4.Ne 15-1210.01). 1. Notice of Acceptance No.15-1210.01. issued to PGT Industries, for their Series shall be available Scar inspection at thejob site at the reg4nest of the Building Official. sealed Idalmis; Ortega, P_ E_ (Test revised m 01104116 and 021`1111 ' report 2. Glazing cot> phes with ASTME-1300-09. "557012770" Vinyl Sliding Glass Dear (Reinforced) - L.3 L L", expiring on 04;1421 _ This NOA revises & renews NOA 920-0429.05 and consists of this page 1 anct evidence pages E-1. E-2. E-3, E-9.. ,. I 0.7 .7 � 1 5 t,-- - � � r°� /-VM.l, E-S & E-6 as well as approval document mentioned above_ The submitted documentation was reviewed by Ishaq L Clmada, P.E. i aq L Claada, P.E. Ishaq L Chard®, P.E. r hhaq L Cikaada, PX. Product Control Emit Supervisor r 1�� Product Control L'aiit Supervisor Product Control Laic Supervisor NOA No. 21-0205.03 NOA No. 21-0295.03 NOA -NO. !1-02ID4.03 NOA No. 21-0205.03 Mate- Expiration Date: April 14, 202S 1 der !' q n. Approval Dat*.-Alarch 25, 20:1 Expiration Dater :April 14. 2026 Approval Date: afarcb 25,'2021 Expiration Date ;April 14.2026 a • Approval Dater �fareli . , _0.1 Expiration Date. April 14, 2026 Approra l Date. Sfarch 25, 2021 Page 1 E -1 POT Industries, Inc. CGI Vimdow5 and Doors, Inc. PGT Industries, Inn. NOTICE OF ACCEPT ACE: E N 7EDENCE.'A M-1ITTED NOTICE OF ACCEPT4u'tiCE: ENZDENCE SUB'IIITTED NOTICE OF ACCEPT.ANCT: ENIDE CE SL'B'!►IITTED 2. Evidence Submitted under previous submittal E. MATERLAL CERTIFICA.TIOi1S (continue) New Evidence Submitted 5. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity3. A. DR'tli T, iGS 0.881 BT[J-m.1 hr.-ft -'F, ASTM F 1249 VXMPass, ASTM D3985 Oxygen -Pass, AS'IM E A. DF,4,X%ViGS L Drawing No. MD-5570.0 RevB. titled. "Vinyl Sliding Glass Door NOA aW". sheets 2190 LG_ Durability 1No Fog Pass. (Submitted under prMous Y04 1'6,1 S- 409, 05) 1. Drawing No- 36 D-5570.0 Rev B. titled "Vinyl Sliding Glass Door NOA (1W. sheets 1 1 through 21 of 211 prepared by manufacturer. dated 10,'05115 and last revised on 21 of 2 L manufacturer. dated 104l5115 and last mused on 02101,2 L through ` � � 04t'?2120. signed and sealed by A_ Lynn Miller. PE_ 6> Part Duraseal c with ASIM C518 Thermal Conductive 22? BTU -inn ��g �` � signed and sealed by A_ Lynn Miller, P.E. hr ft2-°F. ASTM F 1249 WVIR Pass, AS1M D 1434 Argon Pen Pass, ASTM E Note: This revision consists replacement of same existing installation scar with flat head. L■ B. TESTS 2189 I.G_ Durability Igo Fog, ASTM E 546 Den- Point Development -20°F in 48 hrs. 1. Text reports on: 1) Air Infiltration. Test, per FBC, TA S 202- (Subn1 } d tinder N O 4 IV& 1 5-04f%9.05). 2) Uniform Static Air Pressure Test, Loadingper FBC. TAS 202-94 7_ Vision Extrusions_, Ltd_ Parts complying with PVC-AAMA 303-13. Vokwary Specification B. TESTS 3) Water Resistance Test. per FBC-'CAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Exhiisiow Ltd. -1 by 1. None- 4) Large Missile Impact Test per FEC. TAS 201-94 AAMA Fenestration Exterior Profile Certification Program (Submiard under X0! 1 Yo.1 5- 5) Cyclic Wind Psesstrrse Loading pe- FBC, TAS 203-94 0409.05) C. CALCULATIONS along ,with marked up drawings and installation diagram of all PGT Industries, Inc. 8_ Vision Fxtrticions Ltd_ Parts complying with PVC-AAhIA 303-13_ I_ None_ representative ups listed below and tested to qualify Downd 791 and Dowsil 983 silicones. (Subittd&ed under 1Vp.4 A& 1 S-0469. 05) � CD prepared by Fenestration Testing Laboratory, Inc.. Test Reports No.: 9_ PVC AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior D. QUALM ASSURANCE t� FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09,203114 Profiles for Vision Extrusions- Ltd--VEX-1 by A.AMA Feliestratwn Extensor Profile 1. Miami -Dade Department of Regulatory and Economic Resources (RER). FTL-20-2107.1, PGT SGD780 AhniTnsun Sliding Glass D)or (unit 7 in proposal) FTL-20- Certification Program 2107.2, PGTCA740 Al1um OutswingCaseaaent Widow (iInit 8 in proposal) FTL-20- 10_ Notice of Acceptance To_ 18-1217.I4 issued to Energi Fenestration Solution, USA Inc- for `-Tan E. AUTERILAL CERTIFICATIONS CU 2107.3, PGTPW7620A Ah miamn Fixed Window (unit 9 in proposal) and FTL-20-1107.4. their 3040 & Mght shade (non -white) X%Wft Rigid PVC Exterior Extrusions for 1_ Notice of Acxeeptance No.19-0305.02 issued toKu arar America. Inc. fortheir PGT PW7620A Aluminumn Fitted Window (unlit 10 in proposal) dated 0743/20_ all signed Windows and Doors", eatpiting on 02.104 21. "Trosi folt Uitraclear, Clear, and Color PVB Glass Interlayers`', expiring on 07,080-4_ � L- and sealed by Idalmis Ortega. P-E. 8-0 11- Notice of Acceptance No. 1122.02 issued to Energi Fenestration Solution, USA- Inc, for '2. Notice: of Acceptance Nl b.17-080&02 issued to Kuraray America, Inc. for their their senies 1�'hite Rigid PVC Exterior Extrusions for Windows and Doors', expiring on "SentryGlasg2 (Clear and "''hite) Glass Interlayers"- expiring an 07f003_ > lL C CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 7u' 02,2&23- 3- Notice. ofAcceptance No.18-1106.10 issued to Vision Extrusions Limited for their Brown O lL Q 12. Notice of Acceptance No_ 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for Coated (Painted or Laminated) N%Idte Rigid PVC Exterior Extrusions for Windows ndnws Edition on (2020)- dated 04122/20A prepared by mamlufactumer, signed and sealed by their `Bronze & light shade calf coated '"Ike Rigid PVC Esttrior Extrusions for and Doors", expiring on 0913024. Anthony Lynnllrfiller: P-E_ Windows and Doors-- e. on04I1625. �� 4_ Notice ofAcceptance No. 18-1106.11 issued to Vision Extrusions Limited for their setie5 ?. Glazing complies with AST3}iEI3�-04, -09, -12 ar�d -16. "VE 1000 Tan 202 and fighter shades (Non-W160) Rigid Cellular PVC Exterior � D. QU- ALITi' ASStTRAti CE F. STATEMENTS Extrusions for Windows. and Doors", expiring on 127-19,21. � Miamt-Dade Department of Regulatory and Economic Resources (RER). 1. Statement letter of conformance to FBC 76 Edition (2020), dated 0422,20, issued by rlmamluiactu er, signed and sealed by Anthony Lynn Miller • F. STATE.NffA-TS E. 31ATERLAL CERTIFICATIONS 2. Statement letter of no fmancial interest and of independent, issued by manufacturer. dated 1_ Statement letter of conformance to FBC 7& Edition (2020), dated 0101,121. issued by � 1. Notice of Acceptance No.19-030,15.02 issued to Kuu stray America, Inc. for their 04/ 1820, signed and sealed by Anthony Lynn Miller. PE. nt2m factt, signed and sealed by Anthony Lynn Miller P.E. urer Cl) Lath clear, Clear, and Color PVB Glass Iltterlayer .expiring on 3. Private Labeling Agreement document betv�Teen PGT_ dated 03.30115 and segued by ail 2. Private Labeling Aft dated 010921 between PGT must ies, Inc. and CGI �J CU 07,08/24_ irltrolvted parties Windows and Doors Inc_, sigeed by Dean M Ruadc, P.E., V.P. Engineering. on behalf of m 2. Notice of Acceptance No.17—OSO&O2 issued to Kul -gray America, Inc. for their "Sentry both companies. GiaA (Clear and N%I*e) Glass Intorlayerg," expi tug on 070C23- G. OTHERS 3. Notice of Acceptance No. 18-110610 issued to Vision Extrusions Limited for their 1_ This NOA revises NOA# 17 0420.06 (PVT w1CG1) and updates to FBC2020 (7"Edition), G. OTHERS Brown Coated (Painted or Laminated) While liigid PVC Exterior Extrusions expiring 0401�21 _ I- This NOA revises & renews NO.0 20-0429.05, (PLA w/CGI), expiring OV14/26. for Windows and Doors". expiring on 09/30e24. 2- RER Test proposals #i19-1155 dated 01110,20 approved by Ishaq i_ Chanda PF- expiring 2. The current :associated PLA CGI file #f21-020-01, vq*ing 04/14,26. A. Notice of Acceptance No.18-1106.11 issued to Visica Extrusions Limited for their 04114121. O CQ series "'t'E 1000 Tan 202 and ' N ter shades on-Whke Cellular lar PVC v w Exterior Extrusions for Windows and Doors', expiring on 1129.,21_ � ldmq L Cimuda, P.E. Ishaq L Clsaada, P.E. z J hk2q L Ctsaada. P.E. Product Coubvi Dart Superrisor Product Central U" rrhor Z Product Control unit Supervisor NOA No. 21-02t?5.03 NOA No. 11-00205.03 ¢ NOA 140. 21-0209.03 Expiration Date: April 14, 2024 Expiration Date: April 14.2026 J Expiratiou Date: April 14, N26 Approval Da te. March 2sr, NO Approval Date: Marelt 25, 20:1 A pproval Door: I fareh 25, 2021 SHEET NO. March 6, 202311 PA 1.4 MIAMhQADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.¢ov/economy Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations gover Ling the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed 1• y the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. Tl,e Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miarii Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this pr )duct or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisciction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 411,611 & 12" High Strength Precast ind Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and 'restressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. I.T4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Pam io, 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, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of P.cceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Re:cistant LABELING: Each lintel shall bear a permanent label with the manufactt rer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performan.e of this product. TERMINATION of this NOA will occur after the expiration date or if d iere has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of th is NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miam i-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any por.ion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user )y the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Buildh ig Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, eviden:e 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., Id.S. MwFtat Coin �l �. f�/ - NOA No. 20-0630.15 ,�/ Expiration Date: 09/11/2023 alum og J2o/ xa Zo Approval Date: 08/20/2020 Page 1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory an I Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Cade, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Pres, ressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E, dated March 24, 2003, last revision dated June 12, 2014, all signed and settled by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory at d Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. Offelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. A. DRAWINGS A. DRAWINGS A. 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 of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. n ,r 3of 3 prepared Cast -Crete 4' + , 6 & 12 Lintel Safe Load Tables , sheets I through , p par y " LT4612, titled Cast -Crete 4' , b" & 12 Lintel Safe Load Tables", sheets 1 " Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on B. TESTS March 22, 2012. B. 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared B. TESTS C. by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. sealed by Christopher A. Haman, P.E. C. CALCULATIONS C. CALCUULATIONS 1. None. D. 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE Parrino, P.E., signed 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 05129103, 140 pages, prepared by Craig E. Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS D. MATERIAL CERTIFICATION: 1. None. F. 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 6, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS B. TESTS 1. None. C. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. D. 1. None. D. QUALITY ASSURANCE E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS F. E. MATERIAL CERTIFICATIONS 1. None. 1. None. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. ProiYuct Control Section Supervisor Pro(ruct Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-1 E-2 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-5 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12' Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, a prepared, signed and sealed by Craig Parrino, P. E., on 08119114. TESTS 1. None. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino. P.E. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 DRAWINGS 1. None. TESTS 1. None. CALCULATIONS 1. None. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. C:�'Melmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-3 O N Cz OU O O 0_ O 0 a co U to .� yy c� Ca to E a -0 00 0 M X. O Q C 0 i3��ro OLL CU Fay w O O Q > u $ c .w -0 E 0 vi 3 i Cn QCUt. Z u L (U a Q U �C? Cn E Z Cn Cn CU 0 / L O Q Q L U L L U Ca M CL O I` CU w Q) Z Z J Z Q [l SHEET NO. March 6, 2023 PA 1.5 PRODUCT KVAL.UATIONBEPOBT,N0-20-072RA1 2 3 PRODUCTIEV E-:ADON ][WRTNO. 047270 2 1 L ECINC.O 1 L ECQ IWc_ TILLR TESTING B EtYQINEERING COMPANY - 2.2.�STREPORTS: La a missile im Ct and tali I ue oad tests were rmed underProto l T r9 pa 9 Pe►fo cos AS B- MATERIAL CHARACTERISTICS AND __PECIFICATIONS• - Shall in be strictly accordance with General Hates and Camponarits indicated on TILLrF TESTING 6 lNOINlEpINO COMPANY -- - - _ _ - - - a T1CraTrEPORTC• La missile site impact toad fasts were under SS a SSTD 12-99 � P P standard as wAT.TTiR A. TTLIIT, rR., rs, ��'�-^' Cam YL P.L',LeN®e\ P.M7� 2D1 2 section 18 6 o the Floridasection 03 as r s ctl 2 f e orida Building Code. ' per 9 e Uniform static loads sheet 1 2 and 22 of 26 of Product Evaluation n P drawing t (P.E.D.), a uatlon Dated WA A. LTER TQ ITf JR P.E. PRODUCT EVA1 UATION SPORT Nr�;°; t Building i8119.1.2 of he Florida Build'n Co Uniform o o I de. atone static loads s r Paa PLCS�t+e•P1Pw-NarTz as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering $ No.20-776. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of on 7 FL�''� �: Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Testing, Inc., Reports # 96-569 dated OS/09/1996, #96-570 dated 09118/1996, 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176. Lab of South Florida, Report # 0814.01-01 dated 03111/02 witnessed by William PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, REPORT NO.: 20-0727.02 R. Mehner, PIE.. Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. P_E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo # 2126 dated 10/ 1 05/ 998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE: DATE: July 27, 2020 Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic REPORT NO.: 2"728.01 0219.01-M, dated March 4, 2000, signed and sealed by Edmundo Largaespada, loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida 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: Stutters Building Code. Test Report prepared by American Testing Lab of South Florida, DATE: duly 28, 2020 an sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Tensile test report No. 9CM-197 by OC 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: Stone Panels Gonzalez, P.E. PRODUCT CATEGORY: Shutters red and sealed b Frank Grate, P_E. y prepared by 711teco, Inc, and signed and sealed by Wafter A. TNlit, Jr., P.E. PRODUCT SUBCATEGORY: Storm Panels 2.3. STRUCTURAL ENGINEERING CALCULATIONS: 7,2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL Tensile lest report No. 9CM-198 by QC Metallurgical, inc., dated March 13, ZOOS, signed and sealed by Frank Grate, P.E, as per ASTM E 8 and Tensile Teat 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 OC Metallurgical Report No. 1 OKMA 318, dated December 1, 2010 signed PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs, design wind bad and panel MANUFACTURER: Global Protection Products. LLC and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. MANUFACTURER: Global Prolaction ftilurA LLC length based on rational and comparative analysis, and in accordance with section 1610 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 48M S.W.51 Street 2 @TRUGTLLQ•L ENGINEERNG�i CULAT10N4 48W S.W. 51 Street dated 11/03108 and 03/12/15, signed and sealed by Waiter A. Til lit, Jr., P. E. structures. Davie, Florida 33314 ge On 24 Gap Galvanized Steel Storm Panel for maximum panel length vs. design Davis, Florida33314 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 Wetter A. TitIN, Jr., P.E.License (Florida{ 'I. PURPOSE OF EVALUATION: length based on rational and comparative analysis, and in accordance with This is a Product Evaluation Report Issued by Waiter A. Tillit, Jr., P.E. (System Large missile Impact under section 1026 of the Florida Building Code, as per TAS 201 Protocol. No. 44157), President of Tilteco, Inc. (Florida CA-0006719). This is a Product Evaluation Report issued by Wafter A. Tiilll, Jr., P.E. (System section 1004 of the Florida Building Code. Calculations prepared by Tllteco, Inc., dated 12/18/10 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. P A THIit, Jr., P.E. 61G20-3, Method I of the Florida Department of Business and WIND LOADS RESISTANCE: �rAAA"�A�7f(Ir1 ��",� ,.••....�/pJ 61620-3, Method 10 of the Florida Department of Business and Professional Regulation. Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind a $Q.'' CEN 1 J � 3. MISSILE IMPACT RESISTANCE : This product is bet issued an Evaluation Report as described herein, and has P D pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. . ----- a � 3 -- . 44167 This product is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of me Large missile Impact under section 1609.1.2 of the Florida Building Code, as per 9 SSTD 12-99 Standard and TAS 201. been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Irdended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, `---= s-* E-- '* .'�' 7:��: ex• STATE OF �� °� Florida Building Code, and to verify that the product Is for the purpose intended at Wet equivalent to that required by the Code, 14, 15, 17, 18, 19, 20 25 arxl 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. • —�—�- dAc •., (OAtP ,: et (east i equivalent to that required by the Code. 4. WIND LOADS RESISTANCE: This Product Evacuation Report shall be subject to review and revision Incase of 5. INSTALLATION �FSS'll+"11`11�1� t,,n/r�Qtdpt. , This Product Evaluation Report shall be subject to review and revision to case of 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind es pressures. Maximum panel lengthshall boas indicated on sheets 3, 9, 10, 11, a Building Code change that may affect Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on a Building Code change that may affect its limitations and conditions 12 and of 18 of Product Evaluation Document P.E.D. g (P.E.D.), drawing No. 20-175. 2. EVIDENCE SUBMITTED.• shoats 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as D-1'TILTECp ADMON RECORDS 1 P. E. REPORT-20 ( GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVANREO STEEL STORM PANEM DRV601920-174% REPORT 02DOrA&01 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 (P.E.D.), drawing No. 20-175. 2.1. PRODUCT ALUATION_DOCUbtIENl_(i'.EFQ.1: Drawing No. 20-176, tilled "20 GAGE GALVANIZED STEEL STORM PANEL', Indicated on sheets 8. 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20476. 2.1. PRODUCT EVALUATION DOCUMENT (P E.D) '24 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non rous storm shutter assembly, as po Y per SSTD 12 99 Standard. sheets 1 thru 28 of 26 prepared by Tilteoo, Inc.; signed and sealed by Walter A. Drawing No. 20-175, titled GAGE GALVANIZED STEEL STORM PANEL", Tilsit, Jr_, P.E.; dated 07/28/2020. This drawingIs an integral art f�is Evaluation Report. 9 P a qLI) ' AFM, A. r/ 'N/. <� a0 FTQJ( %a sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tilsit, Jr., P.E,; dated 0712712020. This drawing is an inte , Is F g ,`Wt � )Aurj Fi a�Z�,...... `�/r ' �,CENSF •�� .r"�P'A .• ✓1.� �\G Ns� ��: • T! ' Evaluation Report. �` ( �ClT� _ / . ��9 �.\CENSF � _ No. *i67 _ - .-_49167 - --`c _ =�.y�� * :*1 _0� �,�CENSF'..Y. '-- x �d *167 I = . _ — 67 . �'* e�ks * � Z: OF 'Lr= ?, sue°` ?/S7 �- , / y,i, (DAIDt* •'t(�A STATE 'a' STATE OF+`•• ty�oT'• °(OR10A `� STATE OF `W O,eF;. F(OM --*' �a Street;, Suite 305, Miami, Florida 33166 -Phone: (305) 871-1530-`Pa9i51 6355 N.W, 361h S Sh� Y t �' �,�1 E,A `a ATINrounLH11A 6355 N,W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: 305 871-I (3b c' I531 ( ) +lie/ AAVAq +1NUHRn q l,itI...- , NAA111»1111R,11, NOTES:GENERAL t STORM PANEL SHOWN ON 7M5 PRODUCT EVALUATION DOCUMENT NP C.D) HAS BEEN VERIFIED FOR COMRMNCF IN ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE DESIGN WIND LOADS SHALL BE OETERMWD AS PER SECTION 16200F THE ABOVE MENTIONED CODE. FOR A WIND SPEED AS RCOIARED BY THE 4URF50KTON WHERE THESE SHUTTERS W T BE INSTALLED AND FOR A DIECrANtkM FACTOR Ka-045. US" ASCE 7-10 AND SHALL NOT EXCEEO THE M"WUM (A.S.O-) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14. 15, 16, 19 A 20 INDRDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIO LOADS DETERMINED PER ASCE 7-16 SMALL BE FIRST REDUCED TO As.D DESIGN WIND LOADS BY MUETIPLYMiG THEM BY 0.5 IN ORDER TO COMPARE THESE W/ MAX (AS.D) DESIGN PRCMW RATINGS INDICATED ON SHEETS 7 THOU 17, It, 15. 18, 19 A 20 IN ORDER TO VERIFY THAT AKU40RS ON THIS P E 0 AS TESTED WERE NOT OVER STRESSED. A 33% **CREASE IN ALLOWABLE STRESS FOR *NO LOADS WAS WM USED IN THEY+ ANALYSIS. FASMENERS SPACING To WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 201a. STORY PANEL'S ADEQUACY FOR IMPACT AND WAND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WRH SECTION 1628 OF THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING A TESTING INC. REPORTS 96-569. 96-S70 6 96-M AND FENESTRATION TMING LAB INC, REPQRFS /2032 A /2125 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203 AS WELL AS AIERICAN TEST LAB O SHAM FLORIDA REPORT /0219.01-09, AS PER TAS 201. TAS 202 AND TAS 203 STANDARDS. 2 ALL ALUMINUM EXTRUSIONS TO E 6067-T6 ALLOT AND TEMPER, (IMLESS OME.RWISE NOTED) SEE SHEET 2 3 ALL ALUMINUM SKEET METAL USED AT CLOSURES SHALL HAVE 31D3-414 ALLOY. 4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-653 GRADE 50 MNIMUM, G-60 GALVANIZED STEEL DESIGNATION w/E'Y- 56 5 - (AFTER ROLLED) 5 ALL SCREWS TO E STAINLESS STEEL 304 OR 310 AS SERFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W 50 Im YOLD STWFHGTN ANC 90 M SHALL COMPLY WFLORIDA SECTION 241 �350 M TENSILE STRENCnT A / FL M BUILDING CODE 6 BOLTS TO E ASTM A-307 GALVAM2ED SIM. OR ASI 304 SEWS STAINLESS STEEL WITH 36 Is MINIMUM YIELD STRENGTH T ANCHORS TO 'PALL S1YLL BE AS FOLLOWS (A) re 00514GrjU CONCJWTi 1/49 TAPCON ANCHORS AS MANUFACTURED IT I.T.W BMLOD. INC. IN, ,'e-3192 Ps. ) ,/4' e • 7/8 • CAA-M ANCHORS. AS MANUFACTURED BY OEWALT INC (MN. 1'F-3000 PA.,.) - 1/4'e < 3/4• SOLO -SET ANCHORS. AS 057R VTEO BY ALL POINT SCREW, BOLT II SPECIALTY CO (MPH. re_3000 P...I.) - /14-,,, PANELANTE MINE ID A PANELMATE PLUS ANCHORS, AS MANUFACTURED V EECO CONSTRUCTION PRODUCTS - 1/4*o CF TAP -GAP ANCHORS, AS MANUFACTURED W TRV-FAST CORPORATION (F'c 3600 9.a.,) A 1) MRMMIUY EMBEDMENT OF TAFCON AND40RS MFO POURED CONCRETE SHALL E 1 3/4': 2• FOR PANnMAIE F-E'APL.E 0 *ND PANEWLTE PLUS AND I 1/4• FOR CF TAP-OQIP ANCHORS A7) CAAN-IN A SCUD -SET ANCHORS 544L TIE EMBEDDED 7Ar 4WD THE POURED CONCRETE NO EMBEDMENT MID STUCCO SHALL E PERMTTED. 1/4• a-20 SCREWS USED STALL BE 1 1/2• LONG M04WW 94OULD STUCCO £XW, NO I' MINIMUM FOR WALLS WITH NU STUCCO. AND MAY BE HEADED SPEWS OR ALL THREADED SCREWS W/O HEAD. OUT WTH WING NUS A 3) IN CASE THAT PRECAST STORE. PRECAST CONCRETE PANELS. WAVERS. STUCCO OR WOOD BOARDS E FOUND ON TI EXSTNC WALL OR FLOOR. ANCHORS SHALL E LONG ENOUGH TO REACK THE MAN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SMALL E AS MENTIONED IN A1) AND IN A.2)- (B) i0 EUIIStING cGI-nETE aocx tlVkL.ASIN_.G-SST. ,/4' f TAPCO4 ANCHORS AS M&4LMNACTURED ITT I T W OUILOEX. INC. - t/4- .. 7/9- CJLA-IN ANCHORS. AS MANIFAMIRM BY DEINAL7 INC (ADM ,'F-1500 p.S. ) - I/4 0 X 3/4• SOLO -SET ANCHORS. AS DISTRIBUTED BY ALL PORT SCREW, DOLT A SPECIALTY CO (ADM C -law P...1.) - /14-10 PANELANTE FEMALE O AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO C NSTH CMN PRODUCTS (MIN re-2071 p..) ,AA9 114' a CF 1AP-GFRP ANCHORS. AS MANUFACTURED ITT TRU-FAST CORPORATION a •�1 33) IN CAS[ THAT PRECAST VOW. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS E FOUND ON THE EXISTING WALL. ANCHORS SHALL BE LOW. ENOUGH TO REACH 7HE MAN STRUCTURE "NO SUCH PANELS ANCHORAGE SHALL E AS MENTIONED IN 8.1) AND IN 8.2). C) TC GWNe W000 UM2 3PEW LAANTY. ±: - 0.55 fi - 1/49 TAP(AN ANCNORS. AS MANFACTURED BY I'FT SUEDES,INC INC LAW10- /14-10 PAPEE FEMALE AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELGO CONSTRUCTION PRODUCTS - 1/4-e LAG SCREWS PER N.O.S. - 7/18-e , Sle WOOD BUSHING AS DISTRIBUTED BY ALL POINT SCREW. DOLT • SPECNLII' CO C 1) MMIMUM THREADED PENETRATION "TO WOW O TAPCON ANCHORS SKILL BE 1 1/2- AND 2- FOR ELCO PANaWTE PLUS AND PAIELMALE FEMALE To C2) MINIMUM TNREAOCO PENETRATION O LAC SCREW. INTO THE 0000 FRAME IMP SHALL BE - 1/2• NQ THREADED PENETRATION INTO STUCCO SHAL_ BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION C3) MINIMUM MOE DISTANCE OF LAG SCREWS. MID WOOD SHALL BE AS INDICATED IN THIS DRAWING C 4) MNIMIM PENETRATION OF WOOD BUSHING SHALL E 5/6' 1/4- 0-20 SCREWS USED SH4: OF I 1/2- LONG MNM(IM 90UW STUCCO EXIST. AND I' MINMUM FOR WALLS WITH a0 STUCCO. C5) IN CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANES. STUCCO OR WOOD BOARDS BE MIND ON THE EXISTING WALL ANCHORS SHALL BE LONG ENOUGH 10 REACH ME MAN STRUCTURE @CHIN* SUCH PANELS ANCNORAGE SAIL BE AS MENTIONED IN C 1), C 2) • C 4) �O) ANCHORS SHALL BE INSTALLED FTLLQ O ALL OF THE RECONYFNEATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 8 PANELS MAY ALSO BE INSTALLED HORIONUMLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 T.ROUGN TO (SHEETS 4 THROUGH 6) EXCEPT THAI HEADERS (M At ® SHALL NOT OF USED 9 T St" L E THE RESPONSIBILITY OF THE CONTRA" 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHJTTER SHALL ONIT OF ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME tRALONGS. I( EACH REGULAR STORM PANEL WON LENGTHS OVER 8'-0 THROUGH 12'-4•, AS PER SECTIONS 6. S. 9 • 10 AMC ALTERNATIVES OW, 9W A IOW ON SHEETS 5, 6 A 12 RESPECLNELY; SHALL HAVE A LEGIBLE AND READILY V*ftf MARNNG INSTRUCTING OWNS OR TENANT To SECURE PANELS WATH APPLICABLE REINFORCEMENT WRING PERIODS OF HURRICANE WARNING 11 THE INSTALLATION CONTRACTOR IS TO SEAL/CMAA ALL SHUTTER CUMPONEN) EDGES WHICH REMAIN IN CONTINUOUS COMACT WATMI THE BALDING 10 PREVENT WINO/RAN INTRUSION. 1. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS ORANING PLUS ANY BUILDING AND ZONINC REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO 1' (a) THIS PRODUCT EVALUATION OOCUYENF (P.I D.) PREPARED r TIRS ENGINEER IS GENERIC AND (TOM NOT PROVIDE ,INFORMATION FOP A SITE SPECIFIC PROJECT.... WHERE TC SITE CONDITIONS, DEVIATE FROM THE P CO (0) CONTRACTOR TO E Ri5PONSM IE FOR THE SELECTION, PIRCILASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON Tay PEA. PROVIDED HE/SHE OM Not OEIMTE FROM THE CONDITIONS DETAILED ON T15 DOCUMENT CONSTRUCTOR AT SITE 1 SAFETY s THE CONTRACTOR'S aESPONsenm (F) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MOXFIED III) SITE SPECIFIC PROJECTS SHALL E PREPARED aY A FLOROA REGISTERED ENGINEER OR ARCHITECT WH.CN WILL BECOME THE ENGINEER OF RECORD (EDR.) FOR THE PRIGACI AND WHO WALL E RESPONSIBLE FOR THE PROPER USE O THE P'E D. ENGINEER OF RECORD. ACT14C AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER, SHALL SUBMIT TO THIS LATIER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS FED SHALL EAR THE DATE AND ORKANAL SEAL AID % ATUE OF THE PROFESSIONAL ENGINEER Or RECORD THAT PREPARED T I• SHUTTER MANUFACTURER'S LABEL SHALL E LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1109.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL E PLACED FOR EVERY OPENING . LAMM TO COMPLY WITH SECTION 1709 4 2 O THE FLoROA BOLDING coo[ ,HIS MINING SHALL ONLY E USED TO 11 WAAW, "ITS PERMITSM TLE STATE a FLORIDA 10 •,..`......;. B 1) MINIMUM EBEDMMENT Or TAPDON ANCHORS. ELM PANEUMATES AND CF TAP -GRIP ARCHON. INTO HIE : VC BLOCX JNT SHALL E I 1/A-. .1 9.2) CALK -IN A SOLID-5E7 ANCHORS SAU E EMBEDDED 7/8• INTO IKE CONCRETE BLO"CW LMT NO N0, 4 167 INTO STUCCO SA.L E PERMITTED '/4' 6-20 SCREWS USED SHALL E 1 1/2- LONG MINIMUM SHOUIU CO EXIST. AND I. MINIMUM FOR WALLS WT. NO STUCCO. it"'' STA )F , G.r,...10R')P . am WLWna W 20 GAGE GALVANIZED STEEL STORY PANEL rA DIAN M GLOBAL PROTECTION PRODUCTS. LLC. 6f/ 2E0'6 z _ % IL ECOINC \ , ANDS 5. VOW b'-wr,�MOA New . 20-176 Ni . twpf»iF�A<'(ogalW.m [/UAW ),. ORA..IP NA �- r eR P-w - NaLT 1 s n . `AI 1YAULR A man r.. at N•,W COMPONENTS FOR REGULAR dt LIFE SAFETY STORM PANELS (SCALE 1/2-I-) _ ..----.. _ ... . - - _. ,5.t96' (TOTAL wOTH). _- - __ .- _. _. _. - - __... _. _._ A5.196' (TOTAL TRUTH)- -. -.-.-.--__-. _- - 12.500• (EFFECTIVE TROTH) - ._ . _ ___.. _ _. -. _ - _._.., ___ r- _ _. ._... ---- 6.250• �_L3pe-- - T •' r1,.0.-, 0.036' MON THICK STEEL - 1-�0. -- P " S00' r. A 'S MEIMIEO ; - EDGE - 111 r ' - 1.350'' - - - , ��t\— / ) .�,SW' Dan' MINA THICK /.350' -.. ", r ACV �<y1�p��tN�5�7 GRAD[DO T- HEE•ER.�HiMVAflm G-60 GALV. EDGE / " 2.OP0'.2\ I A57Y A-353 GAa so MINIUM MAX A_-', 2.000' Ar '`i'' _ HEMMED ORNML `t - _1:EDGE G-aT IOW ($TAIL A 48d 1,350' I L_I.,1,TU' __--6.250'-._--_.. --- ..- T1 STORM PANEL 2.1er - - .. t--.----- -.... _. �- EDGE -1:330- ® END STORM PANEL i 2SD1 I.117' PANIo S EM NAP i ' 100' Rai 1 f .- - JIG. 1 49 2.`F j _t.2S0' .ma "' 304 5eE5 w/ U(ETAED EDGY. � i -' � 1 � .too' A a ' y ' _I 25 : SS STUD RAFTED , ` ' R••AMY . - � 1 .7ID--� It 1 ,7 fJ11 3.375• 1.500• - /� \Y09J' r. -093, 2.�25. 20M/0250 2 ,15' .093' Ii / R 0. ], 1 r / 219 I (i I _. I I � � iATEL E �,� _ - _. 5- ya, -.. .. -. ..-_1,500• - ISOMETRiC VIEW DETAIL A I 2000'-. - —2.wo• _ ROUNDED CORNER O ENDS OF PANGS END IN wHEMMED EDGE (. O "h" HEADER O3 "u" HEADER 4O N.M eMi.e ANGLE WITH STUD I I i F_ 1/WAENi 2/14 SS//16 • NDLE FOW 3ND•tDCATON AT EVERY PAN MAP OYMAP 7.000' Y• IV LOW 1 150' --2,OW'... - © ALUMINUM 2'X7'xt/4" ANGLE 0.344 1.407.1 063'.. ., I I (J.'�.(t�l J90' V . 957'- 1 - M,. M, O KEY HOLE WASHER -.a"' UOW (116n) - - .094- GALVANIEED STEEL _. - _ I 1 .375-f I �3a•I.8759 t J -. __.... -.) OW-_ }g�'y:A�D MICKEL t24- 1a��75``• "''^"0 WING Not N'; _ i &YomlNELY, USE Traa INN W/0Un MONOLITHIC "W" W/ ADMTONM • 7/r.3/32' WAVER (SWNIESS STEEL !M Np,EL "Tat Sim). To am OF PANEL t 375' . ..,- . 1`i t i Ds3' ! . 1 ) 6R5'e / ' _34+•e - 8� -( ) \ i 375 + winOF� 77>rPpPANL i © KEY HOLE AT PANEL .374' 1BBI.•-.. - 096- 1 )- _4T4.I - 66e' 1.671' ' -. I.. _. I.343 1�R.062- oar I..t ' --A.t 1 --- 2.006•- III I © "F* TRACK ANGLE ]74' Gir tae4 - 1._L 1 -310' 1 FN)O ,sir ; �1,, %. I air L _.I Oaa' (TT+.] ® A31AIAT "F TRACK 4 Sam� - IA. S1W WMW -.7w- ro ANGF • HZ 1/7' O.G H 1.SDG• 939• SEE L +717:>� 1J -•-1.500' -..75G' J 125• .I/A9-2a 304 SIEGES - S.5 STAG RP&M t0 1 '. AIOIi • 12 -2. at, 1.500' F--I 750 PROBIM=E 7 F, IATION RFNF3RTT5G_ 2e-M702 5. INST LLADON: *44 Installation shall a I be performed strictly in accordance with details indica n sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document P .00 drawing No. Minimum separation se s at on to leas shall be as arctic n P o 9 11 sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document � (P.E.D.), drawing No. 20-175. � m �' p y t; CHARACTERISTICS AND SPECIFICATIONS• o FO 1 _MATERIAL Shall be strictly in accordance with General Notes and Components indi Q d C sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), draw g N 3 Z c 20-175. .3 Anchor specifications shall be as Indicated on sheet 1 of 18, of Produ 4 (i 'Ar A' 3 Evaluation Document (P.E.D.), drawing No. 20-175. 4`a 3 a, ,� .4! s u • i�� roC 7,LIMITATIONS AND CONDITIONS OF USE: t CL -C 7. I. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated a u on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175 4- prepared by TiNeco. Inc_ and signed and sealed by Walter A. THIN, 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 Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Welter A. Tllilt, Jr., P.E. (Florida License No. 44187), President of TlNeco. Inc. (Florida CA-0006719). .y !t^ ^: t:�(/r : ''j�CEN,s�.' :7;P -//��117 * ,,:grit wane - . "* Da TILrECO AOMON RECORDS 1;P: E. REPORT.20 L GL�6AL PIiO N P S, L CiALVAMZED STEEL STORM PANEL L DRWG M za17s 1 REPORT 6t 2aM27�(t'o _ •.ORiD .,•'r��, 1/4. 2/4. 3/4. 4/4. 5/5, 7/5. iW/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, 6W//1 & 7W/11 3• VAX__- -. _ _- _ _ ANCHORS: FOR CONDOM SEE SCHEDULE ON SHEETS B A 0 -_ _ __ r MAX -I• Mil FOR WOOD SEE SECTIONS ON SHEETS 10 A i1 ---- 1• MIN. O 4 1 1 1 O d D.M..O.0.t�4 +® r-i � - r r-. I --i I . ---- �---' - -I--,- T _ I -I a 3&@-(D I I, {' I! j i I i i I I I i __1 _ S._ _ -t _ 1.__-_ 1 ,� . I _ _ rap' _I I I I I i EO R I_l �_ i_L -- 1 l , �_l �. T 7 r _ -� .T1, I I -. I_. - t I -. �_ J I I' I i �� I I I I i I, j I l ------ ---- i, I UNEOLILD PANELS I) I i I 1 I B%TEQ PASS W/ I /if r IZu SECTORS AS I l I I I S.s. 1L5 So W/ )/B• . 3/37' i+ I I APPLICABLE I 1 WINGNUIS O EA. OVERLAP I I )' 1 I I I (SEE SECTIONS AS APPI.ICAaIE) ' 1 , I i- - ,.- i_.,_ -- _. i_ 1_-.I_-' -.1 �. I .;.t-_- 1 - L, I .1. _U yyy;;; --' I_ I r. .i i } T 11 I. ! _ _�_ i r -I I (' ...'I i __ I.__, .. I l-- EU g 1 I i) ) i I I i 1 III I a - I I I I . I { i I I i I I i f- l_- --'s, -- t O. - a I 1 D.M..©.®,1�+� I-' ( -) t- ( I 00.0®O All ro I I I I 4+6 4+ 6or 3' MAX - 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, ": MAX - iW/10, 2W/10, 3W/10, 4W/10, _,/5� SW/10, 6W/11 & Tw/11 -- - -. _-- - _ --- _ _ ANCHORS. FWU CONCRETE SEE SCHEDULE ON SHEETS a A 9 _ - _ SHEETS 1 A 11 - -'- _. _. __.__... -.- FOR WooO SEE sECTwNs oN o A 1, ,/4' \ MAX. GAP s. :A L -W it BIL 1� 217' (W4 0R78M -1 WHDIE W"M 1/4• At— GAP CODE -$-a N a) L (n —Cu N C � O 0 W Ca d. (C � `�'�' U -a) /ice - _ C -2=0 CD CD_O C LL CIO�0 > — iD.. -0 -_ U) Q 0! Q Z INSTALLATION DETAILS FOR REGULAR PANELSft dE A DO CURM DETW FOR INSUALLATON IN POUIIED COtCOM INSTALLATION DETAILS FOR REGULAR PANELS) A Lr1A NCRETE INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CO3= OR WOM INSTALLATION DETAILS FOR REGULAR PANELS (l &dA pMISIN oW PA.OAAA$ rtMALC a, va• 4• u _ VAUD FOR REG M LIFE SNM AND E 2 HANG STOIi1ti PANEL S sa INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO EXISTING POURED CONCR!UE OR CONCRETE BLOCK STRUCTURES aD4DETE ACHM I AP OL,NATE I" OR Cr TAP mo• f,}D S/� rXlrua ANCHORS w�N.Is eitwoAlw q - SEE sCME01AE pl SEEt e ! 9) snTs a 11NOUW e) .-1'•--yti -. _ RED CONCRETE coNCREiE _PWWEo caNCRETE _ ._... _ .--- - WOSEEANCHORS: FOR CONDOM SEE SECTIONS uoH sfDENETi2ET f. - jCin ... _ 1� ;�2. \I- R --c7e EocR CR ooNacTE eLoac r wF z6T s up.l GXXVFa[.1[ ANCNIIS fHrt7s a T1.NTIaHN f - £0.-- W.,CEiH AYpaRi i . -� `FIE RFWNED, `: - CIA- • wR ' DOSING POUTED ,` 1 I (//�,: 1 '/y' W�""rL aA-rrr t� i _`RTOUROED _ _ Ca11OBTE ANCHORS; ..SI.Ir,DA[ a+ REOURMEWE 99L11muLE ON D WFNM�.T WHQF v1LLF7 �a -. /�j AL (SEE se«muE GN 1 4A,- • a .at+s `- -. + 1 N E.D. �/ _ MWIi.. `mil 'r1�� m•"'4 W�R irf' (EEL SUEARE ON AingRs COK�%iL AJICFIOOi a. 9. 1M EFR 9i+D W 311ELA a 1TIIIpUDI f) COIIGEiC RODUIED _ " NEs3 f 1Wp1W f : 1 1 Nn% ._._.. , OUT 9)vim I- /) T 1EXISTING _ n (6Fs Go- �MLE 9N �, I E I-.2• 1,/4. 15-. .: `:.: r . /a 4' �/,r ,• Mn'-' a„a W r« /^ ""A __. ---- __. ..._. _. ---- - T a) J �♦ .. .,..,. YC _� } "sb�:� rC --?� /•' A ore RLOIMIm. 1 I O �t ,�,� } , 1 I 1 I W P 11 AL a V. i -.T. .. --1 I 1 _ __--'rye. _. __ --.., �\, _ - _. -_ f E.D i 2 1 nle. H ` _ \ l `Nw® [- I [_ 1 I ,E.Da) ; 1 1 a ED. ® 1e EII a .. ; 8 .. I.. T-:... i o J - V Wee I I : j I _1R[DUMfD CONDOM-' , 2 0 , , 1 ; 7ElO5TE1GPOIm anH. ®-1 :...• \ , D•4 I , \�:/ COMCOETE NOMRED.! \ .' C•4 1 -, t''' i FXLSTIIG P'--- 1 ru•• -A 666111 ` ,F1 i Nw�o.F?rr. r1 taa+P1;1 n•,y,nt•$ <.( �, I GI CONCRETE Ot + r n""ti ',"u.Lar°•AR�� S_}a E E.D j E - 1 __... __ _ . _ _. --' LING NR < L L P^ /?+ I 1 V. • t:. <::. ,-.711H0 Mn • 1 ; $ GONDREi BLOC1t i 1 O i\_ r \ ' _ , - _. _ _ _ _-_'li __ i I 1 Q to4mHAt 1 € 1 claw s c e g •-• rail, sm • 6 1 REINED. 1 • <. 1 I AA u,tw. 1 9 1YOA ,a"AP NPMMIRN , 1 I 12 Vr at 1 f¢ , 1] //C i I , I I.�� WL� /��}.r ��,• r .J I : {S NITS W/ I I - "• =3 ICU ,_ - E'. 0 N I t W t m M'r 1 ti/ Irt ,j__ O6 s 6 I.O.- I I �. _ _ I 3•oFr.��i� A✓'•'+BJ f wlffL rli sites ... : I : 7/e9 , 3/3Y ' I I � 3 9 @y} To = r FW SGLE 3/1Mt' .A.P.P w r°I WI 1 I 1 _ SAAAMARr 1 WRG I.R • L,mY T- r •„A,_c J ,P aAa i { ONIY J i I Ira" "" f"�'6WOOMN I 1 1 . RLAWL m pN� 3 .pN��pg1 I t p :.nA , I N 0„16 i , , ro aLAtt 1 1 � on, WA,mw4 I " H' FOOML 0. 1 ; ,- I- Aw. R 1 _ NT- � I 1 IF4 1Hy,H ,A,I q , 7 T T , - ._ T - ON1ND I I a 1 CN{ 1 OA10A . QI6,IHe 1 + _) H/2' ♦ SCALE 3/16-I' 1 a •OY q ' 1 foe» I I 1rR1 N .1 ] Y uW O I 1 1 ' %49-)W1• R.i W I 1 PL.{ Y'AS•E R �� l--M. AOMRIAdM I H^- I 'N,aHAR +a 0 1 .AD 1�Y'� 1 IW 0•V6A. . 4�)' .._I 1 1 v WJO '.I ? ! ♦ - L .. i E WMEN9nN W R M,tl6 -� I - Y• L N t _ I _ t! I I , 1 ",' 1' - - , , G,,6f , Fria 16R 1 I v , h., W l t/5' I I T... 1D::: uu 4N O HDI; , -- m0R • o,er .W. . r. 4N• a P , / - „1 r' 0i .L. -N 1 v I 1 1 - 1 1 1 , F _- -I 1 SH la1m u 1 e ,Y FWFWw ♦H.I,,.A--HH• l 4•,�EMII. _ .._ 1/•9-,AY I, ss 90.TO'I/ --. � •• t.At .Fit NW. ( f �/�) 1 1 --O - I 1 1 1 1 1 . NRI sun I , "T�. MAe, • ,tar; "•' 1 I - is 1/ I 1 I MATH e..er i 1 I 1 I C) 1 1 1 m tnmAE 1 1^' ) 1—rlw nth oWa1"H Ass AWE I' Ise BTU[ w/ ,ss RTUs R/ e.s •�r A I t I I ' /�] ,_., I 1 i ��N{{{T 1 CAAA 1 1 1 �NW Ia"Ia 1°�NWPfaa 1 _L`' ; ro aAm 1 , Y OY1� T �70VYNGnO "W • FAaH 1 a �INGArut30 {� - - _ �1 1)/19 Oft " 3•�(/n, - - - 1 i i lint I - I 1 \ Y': 1 �.�.1.��:� 1 i roNMe I ' r. r•as• ,Nr Hs,Arisl i I ,aVQA H ! IAA a I 'I I / ; • ..:. Iy�H , I DAM SLID • f11 + _ TAYaV>n' 1 1 1 1 I aB iA,• iiMF"YRI , _ _ _ _ _ I p AP • J ED" rpR y I n ,/r NLc f. (4�*, I efA1°NoN a"I„i1o•e .r - %*:� '.._. I i 1 i m PNer"i ,ail N i _ _ _ �. ; _._ _ r i - . jj AOH(n EX,5T1N6 POURED E G. j p 1 I '-2 i� a E7O5TMG PWOED [tl. 1 T3 ,/% Ot • - -'! ♦ ,3 , 0 (t .. I I CONDOM OR __ EXISTING FIG, Mo ,, I /a' 1 , l! PRF�1 '� ' I - CONCRETE BBUON 1 VIM 1'mw 0 . oa 1 F' cONCRETE C R -. _ _.__ + OON 1 -- _ r - 1 I' i r 11 / i__pW,p I I A s. 141KM.Nra ]• iiM.'" REOMRED A , 1 _ _ _ 1 CONDOM fDQ( .-. , 1 '? 1 us, w `� >w,Im 1'-.TAS6 aOfWaA \4T SOR _ _ _ CANT 1 I -C 'y I ,E i/,' nG r .. ♦,.,_. ,_, REQUIRED 1._ ,/2• 1EOLHED ( y:. ,/YOerINc AaREED Ea ; ; ,tea I�• ..m= D t. �ilAx. SmL �r ww,. D,il..® ® Ae EVa ,• wn.T_ da \ `:S ,, E�.. I r ` CONCRETE OR - - .. DF 1 IN' , .: • '� - 1' M+n•CONCOM OIDGI i CD �VA�} 1 CASE C MAX -MI]HORS. FOR CONCRETE SEE SCHEDULE ON SHEET 9 939a) -- l EGISTIw POURED Y .-,' Yin. /L I EXISTING POURED '-" i scALE 3 ,e� CASE D PLAI'li .,i.<.,- , (,. .F -.. -� S MAXAR _- _ 1 _ -. _ CONGIETE -.Sp'- Rai, w —+F'4- u / HWIIVVED. _. -_ 1 / SfJAE , _ (�} FOR WOOD SEE 12 ,� I „�; I W/R:R[IE OR ' 3 to- • SECTORS SHEET �, REWNEO GN CMO,bPO n J'"N 1 CONKRRE EODir _L , .ti�( 4 u / /.Y y ON S I�A!�� f /R�p�T/3t'pw1{i ,i 1 (, ,,., -, N -.' + eWq MN • !- OL ' . ,swp,11�tD�a "'mPF •moo mrAeA ['P'- NswF • it I p�•I� S�C�A�E 7/�•72'- CONCRETE ANCHORS V O G NC1ER MD,01151 --E D. COHOU A CHORS 4 ,, , • ,`4 l .�p TOR Ov/<' %/. 1 REOLRLEO. 1 i /2' _ maQ •4s b �`@ E E.D. E D REY EfJYlir.t_ 11 , its • . 0.e. CaNOETE A,IIsalf W - ULAR STDRII ( t ELEVATN)N sTAarRm r/ sw- - IMN., a 7 Lw (I¢ N]mtlt aX (s¢ sc 4aAi a. ?;^ F..A (3a 9O40A! all -- F.n. i ' aG 1 --_. I l 3r IHr W WW.r �� M�EIS 6 THROUGH f) SHEETS a TNA0VGH 9) :-::. SETS I MROUG, 9) SMUM a THROUGH O AT wi .va tE ,,. - _ .. __. _._.. J/ '- .A. 4�ao. 1t4T'".Wr'I�fs eNumit.Ceolalb" 1, PLUS a Q NP-oRP — Mix SL E R O." - _ -' O -+' s"r' I,':.; ,. ?: '; -.':'; - - - - IRa LYRO I r NNYNt 8 �I( 4 _.J 1 _ 1 I /+' MO. CAP I— +_ _ I T SOo' -� SHEETS IF )IR t) T ___ 11 4 '% �4•f-2a3/4' ss. DOLT :S - GWL ovUP 6 IRInE wAM 1 ' - W/ 7/6'XJ Y2' WING RUT 1 _ _ _ _ _ _ _ Z_ b - SGLE 3/a-,• 9GlE 7/0-+- SOILE 3/6-,• SOLE 3/M,• SCALE 3AW1' SCAtf 7/M,• - _JAA` SIT, OIIMA`i�"— ►a... �;-<E1 I _1`Ie® - • 12 1/2/D.C. CONCRETE ANCHORS .. _ .- -_ I - - - - -- - T -.. - .-- ��DcGE� t7F EXISTING A,.A aoN - O• A.a) DONCPCIE ATNL1aR5 SG9QPm Dor WAMULZ dH s„a1 » -_-: . S E.D. EDGE fRSTANCE -. DPEABIMO T w `_ �• " :: w. CoMVfl E -WDm SA SDRmLE[ OR i/4. , �1' I I SEE SCHFDUL.E ON_ O W • MEw I' WADI • VARES X 1/0' ED. • EDGE ANCE r/ SND (SEE W.Mu M {�7) . A.uM. THE aR +' < ( CASE F (PLAN) SHEET 6) COMaRtE 1N -}pA.a'i, S9xMt,1011 I �:/ (SHEEiSHEaDl/aL 9 - _ • _ - CD/ P T tV00D PUTE SPACED _ SNEE)S 8 A 9) SCALE j/tB.T� . -_. PODDED CONCRC+E d1 aOMCI[IE NLCR ro aAs ISEE 91NCOflE SECTION A -A f tvn.1 R I - I LtQ]F FAR S,�IA&NATION OF CTTONS: RODURED r a IEa'"� SCALE 7/7x'.t• ■ ICU — 1 , a e w.+Tug art VARIES a / r `r �— M t l i TOP A BOTTOM MOUNTUVGS CAN 1E " W 1 I ) • NOTF FOR COYBMIATON t>i SECTORS: I Pt WDOW PLATE SOACER . COMBINED IN AN'Y WAY TO SLM IJIY CASE E (] I ,! DOW p,0.C• :+ R HNINHNIA, TOP A BOTTOM MOON MKS CANN E p • , I aENND TOAIX CONCRETE ANCHORS I w ' C0A1 1 I sat' 3/a-,• SCALE 3/O•,• SCALE ...: ...... ,.A;",r,�`,.". - I OCEN ]I 04.0 COMBINED M ANY WAY TO SUIT ANY r( Ise SCHEDULE ant tNSTAL1ATON. SALE ]/)6-1' 1 �; FR A' 7/ INSTALLATION SWEETS IF INTO" p ) Carl. A ,........4iT 1_ i pA71 AT H •:� st FLORIDA BWLDVNG CODE Nt h VNoeI Nu one Zorn �S'�---+� MIN. WA®H H9c1,16 s•:' r '•'� FLORIOA 6URAINO C0� Nt h Ve Nurrleane Zon• y1';•''JGEN'••'9' FLORIDA BUILDING CODE NI h VelocityNurrlean9 Zone CONDOM. POURED—4aHCIEA yf,aW-+__.. OC DR I -3/4 - Tt; 1 - 7 .min TILRO). INC Fla fTHEwt 1 ,�2' MGn CONCRETE BLOCK t MR WIMMIR `YW` e20)O xToa HMG FP. 'Am N36W. INC.F.P. REOLOW. _-.... .... E.a _ : 20 GAGE GALVANIZED STEEL STORY PANEL 'P- a ••aT • .» ] Min. REIXARED. TWr 7 HaMI. 20 GAGE GALVANIZED STEEL STORM PANEL D4.RN mNDEa AIC,aMS * TOWN W, s 44157 $ a•YWH aY TE FOR COMBBUTION ov SECTea4 •-- NO 44t 57 °; = 20 GAGE GALVANIZED STEEL STORM PANEL of Z TSYc soEau E ON iA7E 1t �— m/1 y3ef SECTION x-X * * ore �� m/I./Toee E.D. - EDGE DISTANCE * * - �/./Ielf SHQ,Br TWOudN .) : o'•. 4F tiLDBAI PROTECTION PRODUCTS U.G. WALE 3/ea1• ' C� et_ _�> PROTECTION PRODUCTS, U.C. (SEE SCHEDULE ON TOP a BOTTOM MOUNTINGS CAN eF - _ .._ _.:. - GRID _ > (fL Er C O EIE • 1M1E q S TE ,I, - -- IL E C O Ewc. °n� S TE 0 /� L PROTECTfON PRODUCTS. LLC' aEt Gem sr. N 611EEt ►IL FOR SPACERS REDUIRED AT TDP OR - 9'• afoT tt at snuT SHEET 9) COMBINED IN ANY WAY TO SUn /WY o••, I E C O LNC. s5 • Cn1aAMY TAN..L ST7M G•C-• RHO►,• • • 001OANY HAM[. R 1V1• R15TALUnoR. 4 G- RHO''•. �� • caA.PANY N.W. ' T 24-176 / /HALE •6�f�/ •R-•,-mW.sM. RA)•AF "'W:(e•rir-"`LI-IWHWo"N1 20-176 BOTTOM TRACKS ADJACENT TO STUCCO/WOOD ELANDS A.a ANe..YamR Wa.w ,am(W)fr-)as FAX:(whim 20-176 Fc,,-. f' AF •.a )r.rwsaRuH. DE SCALE 7/8-1' Ili ,1,- • MWA G-� a," m-Ia -• tF-I"I r rF- a M.: S/ �L. M-1wopi9 w. w r owma M. .E SDR R/E/oIRC _ �s' ' 1r- LNM oi-,". rr PN m-.a, ..L1L1I A 1,1R Jr., Pt Y H-W ` Ref 4 W 7O •AL •• R hS4)w-Fla. FAIL (65•jf!-ti) .Q ,II0;-. A iWLR rr- AR Y P- S , Cm -.- N . Osi --W, 7 r,� Li/ NA a-Daoe),f e. -.WA. r FF.. TRtlfw 1s 1 _ _ r NOR s TF b 'PA IIt tUHE/MiE WALIL7H A iWT N ruxtim. Lot, IT4 Ps RR 1t .a 1IOT f OF M J a SHEET NO. SH 1.0 e W.P V gem aeN WALL AND FLOOR .401UNTING INSTALLATION FOR 1�'t:""" �E a __e•. __ 51'LIT PANELS Fir P.NE -11R t7 a, f A N ,._ want Amos da to®IAa a-- /a • x � .uG1 . Nut - ---- - --- ----- .� 'r/t4tl. l� Z W"ow Nu,0N --Jill _ F� d1, 4/ Y 11W •RR Ir T i i 2 Y 1 ,• ar•ND • ♦ wW. $ I I i 2 1 EDGE OF WALL - -. ® .. tw R 10O r sR/4• C . , vin aPm+ a .. IF APPLx3AE ,' I WO•It •"t• ' Irw rU[I•"OAMDaI•/ MC/�• _�.. 1 ' --y,N' ETC, - x r,IfIDO"C•'ESOC,CR LIEU' ` i -_�` _ �- - 'T - T _ i_` I,..YY SCJO.E. 1 4 . 1• SE { I •y\' 1 ' ua OETAIL IANSI` IL ' t •... t 0O1M, NORtE "'N' 6 t<PL 1 / `---� N410+ • l� IOmA[ PY M !QO - ,pmgNNl� :6QPON NEINPE ILaPN . 1.� L'_ L_S M •MA P.t. -rroW .. _. - a I•_- jII -a• I .� I� (, { AID +.3•� 41n• I I . W. ss./ i r of YID Oda aMrt amm I y r Ea ( If' N OpbI PI®1'f"is OWNING _ V�11 IjOF no MIMEIP iDrtlM i AAn'�� - s r -t{ ]• YWMN PgYI Lm YWOI l 1 O,Q(Aj { SECTION Y-Y Ep�> r•L 5" STORM PANEL ELEVATION `1 SCALE 1/4`-t D�•M ' SCALE 1/4--1• GP M'n %1) SINE 1!6•-Y CORE 6Eit09.i J mm, "R MAP �W MUl IRON_ aM eI t MAN. M LUOM SPAN (TO ' RECARED Mi.. TUBE muLmoN - > 4'-6• TO 5'-6' 2' • 4' a I/e' I, S'-e• To a'-1r 8' U. e•-lr To a•-r 2' . 6• , Ilr • wA1l, wW PO��L6-0,Y2D�&ltP tESSU1E RATING cnoN T �D <5.05 SCALE 3/8-,• NOTE MILLION CAN AM 9E INSTALLED RIO STORM PANELS ON TOP OR BOTTOM SO INAT TI 15 LOCATED AT TOP OR WOrrCw OF OPENING. (ONE AMID. OPOGO W/ 1UME TOP el BOr1OQ PE No. 44167 a0PJ0 nlwa 20 GAGE GALVANIZED STEEL STOW PANEL ter' r; W /r/mIN GLOBAL PROTECTION LLC. PRODUCTS • ale LIE CO1w� .f"L nSVMS I. RIOIE (Re4jM T5! FA (:I (RMJdM-nIr 4aNr.A•eaCOwmaH 20-176 G•R'Ni OIIANMO N• INSTALLATION DETAILS FOR REGULAR PANELS(' A (1A INEQ EXISTING STRUCTURES �WOOD 'Al11PPN SAW * PIA• Rtml __ - ___ WtDO•Fa< VNmN w In mrR rfM.P '`,? r mrlrm +sONai W .Rcr r I/h ,Oar / r rtwm faMlrul s'tiriw -- TPoAF W NO-,s I -. S r Prilw PYt.,I1Er: E •.m 1f1A4R wIR1r1[ v rAr TNEmNN. ;v a1Pr Mom •alm. � .Rm ,Nara _ - _ {iK.N r. ,omM(!N IS SAY W. , I? Y -_ I tr ? L; '---_ _I$ �I�WNWRL , VSm �_ _-__7I} iI�W��IirR•oc • .: �tlY ..m'-� `.•Ir•••o•e•�•ais••'•� I. I? o I 3 r 'ill E ) Ig�WN 11y '... IS GUAWL wAL1 MtouNEENG BIS1AI.LAf101- ALTERNATIVE n SCALE- Ile w I• �; AEt11NlN I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH S.D. DESIGN LOADS �.� ��.••"'•••.• UP TO +55.5. -72.0 p.£ s.f. AND PANEL'S LENGTH UP TO 8'-8'. 3 . JCENS 2. FOR NEW WOOD FRAME CONSTRICTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL r : • No..4167 E*; NOTE FOR COMBINATION OF SECTIONS: -Q ST OF� TOP A BOTTOM MOUNTINGS CAN BE sPO,LF, f! RIOT;; COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. A4YA H b q W/fi sw ylyyyN LAN � WORDS. I we r.Ma wtatm CELLl1� t FLOOR IEOUttTiNG WALL BE FLOOR MOl1NTNiG R WALLATION - ALTERNATIVE AW INSTA"TU M.g - ALTERNATIVE 5►V (SECTION AT TOP IS UMITFD TO +S6.S-67.0 MAX. SCORE: 1/4' r 1' AS-D. DESIGN PRESSURE RATING) SOLE: 1/4- . 1• r ee • ,a Ire or rr 1.m. tm. IWSe1S m HY, IY1?PR DID: �'4P iPWm.s'r Np OIi11O Net INSTTAIDA11 M - SECTION 4AW SCALE 1/4• - I- FLORIDA BUILDING CODE (Nigh Velocity Nurrleans Zon 'z CNN 10.1p° " 20 GAGE GALVANNZED STEEL STORM PANEL oY`N S GLOBAL PROTECTION PRODUCT$ LLC. T Er O ,.E . ° MGp Er. m EeE1T ANY n":: N•iAtE`'n +N"`f r`A"„ r+�W �m-'al TILL" TEXYRNP a i n PHONE(Rs.) 0 7s RL +. rAwiCr (RS11rP-em �� w DRAWN; DRIFAHG N. CONCRETE ANCHORS CONCRETE AAK34OPS FOR CM OWM ANCHORS, SEE SI0e9Uf CR SWEET 14. d[t SCHEDULE n FCR WOOD S>Er: SEE SFX:IION a, SHEET 15 N1EEi ,ij� l9ES 9W 14) '-3"- 'q 1, 2. d 1W/15 t tAA 1 �1/4 2/4. 24/4. 3/4 OR 4/4 i *1. 2 k 1W/15 ] Ye t- SOD' ISO" 350• PC~ CONCRETE RTAM® �� -- - � >• - _�---- - { r EC 6 FOR m"WFIEPARNMI, 10�MIT lvDn TO GLASS MF'r i EYgn 9 lllG • li 1/Y O.c. SWa • 12 1!r 0.c I 1 ye• MM -( 1/4I•w9l� MEa1NE yr W P (CAME 11 I. '/ �wr 1M SPw*jm i2 ' I I I I roy'i a , � .,.) I i To yi t/E' O.C. y�I{ 1J 0 PO i GR,Ca"C' �`CONm I r I r PAIELS)11p' s t/T, •) 1ON LIFE SAFETY PANEL /15 ALTERNATE LOCATION / AREA W LWY SAFELY PANELS SEE 18FLOW) REGULAR.. RFAAR PANELS w/ iXE SAFETY PANEL -J { " • _ .... _._ _. - __ W/o REGULAR TRACKS (SCE NOTE 1 CONCRETE ANCHORS j" . :,i,,: BEIOR•) r LAST PAtlo % Rd7x= AS (SET SCHEDULE ON , / �. y �j1 sM ERT SAFETY SIOeA PANEL OPENING SMALL S.EE` 1.) PGURm t� J W1 WHM10H7 10 A O RT'O'flgVEPO FROW INSIDE ALWAYS WE So CONCRETE wcNw1-''- 1 a sTRLcnNE `g` °° EET a --Ez- ELEVATION BALL MOUNTING INSTALLATION AND FLOOR MOUNTING IN SCALE 3/32'-1 - SECTION 1 SCALE. 3/6• - 1 -SECTION 2 TALE: 3/6 - ,' r,/4. w War ,ry� NOTES ON LIFE MEER =811 PANEL LiffA MST IANION - ' OR AS�NTERSOOR PANEL. (�BPANE LLOOCATTIION BBETWEEN E(IFIRST ELSI_ PANE-) 1 B .nEWIo11 ►ARCS EA- -- LIFE SARI' P"DS MAY OR MAY NOT BE 945TALLED ADAACEWT TO REOU'.AR PANELS NOTE ,) B AT 0�O" sa) G'E ) (W/ OR W/O REG" TRACKS.) '1 2 CAFE SAFETY SYDIW PANEL CONSISTS OF 0.039- GA/VAMQCD STEEL STORM PANEL AS SECTION B-B PER C01pONEEM SI£EF 2 OF OMWW/G. SCALE 3/72'-1' THIS PALACE ALldWS ITSELF 10 BE REMOVED OR INSTALLED FROM THE INSIDE OF STWJCrURE. NWNNNIN� 3. LIFE SARI/ REOIMIES SOP TRACK TO BE WING, EN[ a BOTTOM TRACK tb A• TIC ., BE AS PEF SHEET 2 of THIS OIEALWWIG. F(,P,,.......,,,✓ COMPONENT Y BE NSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS / .W .E �Q 2 ON NIS , AS WELL AS DETAILS I a 2 ON SHUT ,4. +e34.•\GENSF eiyK 4. W. LENGTH FOR tbNIHEONEM 1S lS' FLORIDA BUILDING CODE (Nigh VelocityNU cons Zon MAP. ANCHOR SPACING FoR �ANCNORAGE AT pOT1OM IS GIVEN oN 3 �• #, •:*Y `'1°7° 1L1g0•'"` 20 GA GE GALVANRED STEEL STORM PANEL oaew e.: SCHEDULES A L SIFT 14. * ; C COMPONENT bMAY BE PURNNENT OR REMCPAMU �,A. ,MNfc S SEE DETAILS FOR INSTALLATION KID WOOD FRAME 1RALD"Am ON SHEET 15. 'Y� . OR ' ' -- ��ywpm%�.. 6. SEE SHE)'E 4 FOR MAX APPLICABLE TO THE NFCESSITY FOR THE IMSTAL ATON OF S / ILNE, P. ]3]N $ ON AL• ! N• 4r 0 r a Ir f>wAA A A1. Iwo (w)at-rsNs, FMc DSN>.m-•rEr 20-176 SPACERS AT TRACKS NSMlLEO ADJACENT AND BEYOND 10 STMCCO/rt000 RHINOS. N eN E.+ . tEaq NC; -OR S,10 .mI M'PE EALlsERATMR/oE3c a-Ooo•Tte �� TAUIeRG "° RDWGA G A A., PE ev , INSIST 13 a 3 Nf srrErusur wrururururururwrurarlsrurururururwrB � r 1 • •' �I „ f1 �� I� � , MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f) AND CORRESPONDING (1MUM PANEL LENGTH "L" SCHEDULE (VALID ONLY i0R &G NCSTALlATO18 A9 PER SELTON6 1 Ifelll 10, ON SHEETS 1. 5 ! 6) Lm MAXIMUM A.S.D. • pUCO r1 1/41-2W' SS YS k WP~ N GROW A MgjMOM OF PWEL DESIGN PRESSURE RATING (p s.f.) MO CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS (I INSTALLAT10N5 INTO EXISTING CONCRETE t CONCRETE BLOCK STRUCTURES (wuD ONLY FOR Punts 1Qa 1r15TALLAT10Ns As Pat SFLTOI6 , T1eNI T, ON 4FIEETs a a s)PRESSURE TO 1 ��EVCENSr FLORIDA BUILDING CODE NR h Ve1DN Hu cons Zone • N0. 4167 mom aEGa tra 20 GAGE GALVANM STEEL STOW PAEELF r, HYMN rr: _ * .--` S V,' �O. q /��y� ppFy�E•/Y��Fy� RA/y {/NR� /� GLOBAL GLOBAL PWMCTON PRDDUC151 U.C. EC O °r OpE70°• ,eF;.!2^IRA `�• (11C. m AP. III SINE! SS"' / r.._.R. /L,•YY MRPIRAN• noE (Rx)e°a�RHa. n'ul.�OU)m-enr 20-17b E S d-OGM71f t�R' w RNiG A 7 Y..- MIMMO Me j SeLt a 01 • ppAVI1HMA AS.0. MiNe Yo lENOIM (ALL R '�"� ►/1�� OOWIIUON 6 THIN. NSA. -72A Y-r M LESS AWSR1m , 71aI 5 A 7 •s6s. -7Eo >r-e• 3/.• LwRTED 1 /11W1 s A T .a6.a -)zR >r-r m „•-r RASA : RAT ' +�}� • .•]A. -.e.o 1x'-4" OR LED 3 ,/]• +�" A • a 10 IIAYMIY ASO. O[SIGIU �,) t1AYAA AR710RS SRK3O NOR Ea ) 1/Y '• APPUG,SI m 7oCi,OM / A ArN dmNaLAmfl 1A.XeeIY PANEL iA1CON V iN-CRP GLI-eR t111ELANT[ FO4•E E PAPELYNE IEUe m CONCR,F CONCRETE ROCK m Mt1C16E t'ONCWnE WIOG 10 OarAw2tE MNIO1[1[ SOCR m ooKAnTE WNCEi[ ROCR m WXerAEN mNCIEIE ROOK r 1yA N/A N/A •• N/A I• AtII1 I• WA e• r WA WA e• r f• r r r , (eonaM) e• WA WA WA 6' WA +• WA r WA 2 (EDP) r WA WA WA s' WA r WA ] (B0TT01) +55.3, -ri0 r WA WA N/A e' N/A e' N/A r WA ] k . (EDP) � Y-6' CR LESS CR 1ASs r 5' W. N/A e' r a• •' e• i' ] IWOHaM) r M/f WA WA e• N/A e• WA i' (MP) r r•' e' 6' 4 • ] feotTaM) WA WA ,] ,/]' f ,/.• a 1/2• • 1H- a t/.• a 1p' s y (Tq/aOrONi i SEE f1En9 1D • 11 FOR .roles TrK a sPFM41G FOR PWSTNLAro1K etp rood TIMI[ atRa•ID 1/Ra1W Row S7MPID6 AM 1sSaR coat os7.rttt AN eGGTED ON i118 soEDuz raR cD. Las 11tw haulm aw ss2IEDAAE REDIAY ANCHOR SPACING eY MUIPLINO W'AaID SHOWN OR SC'ED.a[ eY 11E mNLOW1IE FICICB. FOR t16 WPONTIDN ro R PoMSUE PEL)UR2D SPACING twO•RD a9G rAL1D11 e1NNl. Alp S ILSi 11YM tII,IWwN SIACRG HOOTED rOlt EAllf OILIER 119E AT AInrER4 lD'IL>O. TR wmN 1/t•. a 1,r•e� 11r! -Ai�I /ryl AIiO`Lia[ PULS 1/11 e1u1aR 1/4'f 1,1�t0 MS AI1op CMOs p.) 3 $ ] 3 I •/r 7 ••pt MMAa �OM•,IN pLl 3 ] 3 3 3 2 w PJ•1rE1 0••.W RiPL N ] a 3 tR NaREa ea ass I�IWq NW61aR - , , - ,m •.G IOC "m son HARING W/ MS • 9 1/4' 0.0 MR P TO S.-0' NO f 1/4' O.C. 10 r-6' NN. OR /1•-10 E 0 OR PAI MAIATE PORK • N 1 I/2 ED YYI. INWm EAGER roe ALL LEPNcns 1P EO' EO 1/.• w. s/e• Lott BRAG sus AMID W/ I!1'R-]p2' Sb. YS e e f/r O,C FOP ►AF(1 LDGIIS UP m 5'-0' AND f 1/.' O•C FOR LENGTHS UP m r-r 'Am. r•. TINE A. 1� at /14-10 PNNFITE romaE O OR MEON� PAMELVATE PLUS a 12 1/2. 0. C WAIN I .I //7' Wt INRMOCO PENETRATION A MOWDIH OF CUP.4 WOW FSATE POP ALL Low" UP m r-e Y.I. S INVA"MIJ 0OWCT SALE 3/6-t INSTALLATION DETAILS FOR REGULAR PANELSCl) A INTO EXISTING WOOD STRUCTURES 7'. �/ }(17�1I10P�f1RR1fiR1 • r OL }j'- aEQ ED 11 PX n n aP - - 3 M-L E01. 1 I WON HIJOCIP e1OP WAGES 1 I ALTEIWATNVE iW SCALE 3/W-,` SCALE 3/8-1- SEE I •OR SESCHIEDAt PARATION SHEET ° I To a.ss fnp• 1 EOf Col EI I CR EO EO LEx. .•fs tpR PILE L 4 r ImN1m c.A /••• AAI fCWrt •roc r -i 1/3 r TIM.IOm PoiwW(M ALTERNATIVE 4W 2'N' RAT[ • IGPOM al PIAR SCALE 3/6-I' SCALE 3/0-l' •[auElm .Af1T AAAft AWA INtlf alW ♦T1AAt NOTE : Poo SHOWN FOR CLAP" Morn: I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D DESIGN LOADS UP 70 .55.5. -72.0 PSF AND PANELS LENGTH UP TO 8'-8' 2. FOR NEW WOOD FRAME CONSTRUC7K)N: WOOD MEMBERS 7O BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR COMBtlEATON OF SECTO NS' Top A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY gSTALLATION STUDS • EVER'/ OVERLAP TG12ND'L/D'P NOEL =iiiiL gmEMEmuI■►1ommaill I _. • Ali A . '1 _ 1 • . L _. • . Il L . I z; 311 VL"aj�4],N;J;4j0__]k6jfj�Wjj: STUDS O EYFRY OVERLAP C ) TO Vr o. C.) 10 HOLD PAEL- !/r MN (CARE i) r M.. (CBE A) HtAHaWA ASA vxoN O' TA -OP WI-ft Pfttlamm /ONE 0 IlA+611AR PLUS APPIIGML[ m DESIGN PRa5tNE1 HDRSTE m R[aNrodET[ 70 CONCRETE!I. WL CONCRETE t m TO u�M mm 111k, Bt Ec1aK / • 0, 111,, " YAIGYW P,rEE Nt1GM 1• (AD 8' N/A N/A N/A 8" N/A 07 N/A 6' N/A 1 a 2 (TOP) 55.0. -72.0 g• T 9' 9' 9' 9' 9• 9' a• 9• I (Borrow) S'-0' OR tL55 r N/A N/A N/A 6 N/A 6' N/A 8 N/A 1 A 2 (•TOP) +55.0 -MO 9- 7 1/2' 9' 9' 9` 9• 1 (BOTTOM) 5'-0' TO r-6' +55.0 -72.0 6' N/A N/A N/A 6• N/A 6' N/A 6' N/A 7'-e" TO 9' 4' g• 6' 9' B' 6• 6' 6• 6' 1 (�FTOM) NA1N DASD "CORE M1eO S1. I {SIC • 3/W RS, PER TOP S ANRQ CAE t Mo e r Ws ROW b or man AP � E o CODINA7O OF THEM MAMMM Pµ0. LENGTH, 1• (n.) - - ro +491 -015 3• r 4 1/1. 4 1/2• 2 (BOTTOM/) 7•-6" OR LESS +s2.e -as.o 4• 4 2 (BOTTOM) r-6. OR LLSS +SS.O -T2A 2 1/2- 2 1/2' 4- 3 1/2. 2 (BOTTOM) 7'-8' OR LESS +SS.O -710 2 ,/2' 2 1/2' N/A N/A 2 (807tOM) 7'-8' TO 6'-0' +55D -72.0 N/A N/A !' 3• 2 (BOTTOM) 7'-B' TO 8•-8' NEL `-END PANEL -3---•. /2 FOR --- /2 FBI -._.3- IMN SP ANCHOR 6OR "`SPANCHOR AC DETAIL 2 FLOOR MOUNTING INSTAATION (APPLICABLE TO SCHEDULE 2) SALE: 3/1r - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "0 SCHEDULE fAEa&&Q F ONLY TO S.; , A 2 1.= FOR sF . STORM PANE SYSTF21 ON S ET 131. YMYY Ai• ODFM Y.E CRIB L•MN NOY.E 1ErNe (W.) 1• Rl) ORE iRROIW) -. 1e7NaaEN M NAE NINE RafIWI10N .ben -TEO YX 2 3/4' Uleaf® SEE SHEET 15 FOR MOORS TYPE A SPACING FOR tNSINAU TIDIS INTO WOOD FMNNE OVUM MINIMUM ANCHOR VVION06 ACID Memo CODE OWANCE ARE ADEAEO OR IHSS SCHEME. MDR ED Lou IRAN NOCAIEO OR SCHEDULE MM= ANCHOR S•AC KI eY N A.MLYIG SPACING SOWN ON SCI®IRE ar THE FOLLOWING FACTORS. FOR 748 OPGOION ro BE POBNRL REDUCD S'A•IT GRAINED USING FACTOR SMALL HOT WE LESS TRW/ MONRAI SPACING NCCATEO IOR GCH AICFw TYPE A IeMOaM LEGEND, If00 T>R 1/41 1/aP - 1/4- 1APCa1 Q OPiEP �" ri1lO1Y1R OWIA-.H Yw Nap e040f0 CA) 3 3 3 3 E I/t •tpSleYla W 3 3 3 3 3 Ratty Ste W ] 3 3 ,/2 3.4 4 NIOIR V Om miumm RIGOR � . Us JO _ - 2,? Do- n 3 1? im m FLORIDA BUILDING CODE (vPtm ONLY FOR PANELS R 0OWAUA11M AS PER SECTIONS I TNRu 10, ON SHEETS 4. 5 A 6) NNXWIIAI MA1tYN ANCHM SPACSO FOR L0. - 3 I/Y + ASO. OE7a. OPCON OF TAP -OW bLN-RH PANDAwaE FEMALE ID PAABMATE PLUS SOLID SCT APPLOCARE TO SECn" / a MAXIMUM PANEL ,�� MTe1G (PAT.) ro UIMCETE m CONCRETE SHOCK m CONCRETE ro DOtHCR[T[ WLOCN ro COrNCI" m COMMCIC ROrx ro CONCEDE m CONCRETE aL.oac m CONCRETE m CaNCIE7F WLOOIC f0 MNORET[ ro CONCRETE B100, ANY CaN6nARON Or new La16N 1' M.) 8• N/A N/A N/A 6' N/A G. N/A r N/A N/A N/A 1 (TOP) 6' 4' N/A N/A B• 8' B" 6' 8' 8' N/A N/A , (BOTTOM) 6' N/A N/A N/A 6• N/A 6' N/A 8' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A 6' N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) 555, -720 6' N/A N/A N/A 6' N/A 8' N/A B• N/A N/A N/A 3 a 4 (TOP) >T-5' TO 8'-6" OR LESS 6" 4• N/A N/A 6' IS. 6' 6" r 6' N/A N/A 3 (BOTTOM) 8' N/A N/A 1 N/A 8` N/A r N/A 8` N/A N/A N/A 7 RCP) B' 4" N/A N/A A. S. 6' 8' B' 6. N/A N/A 4 A 7 (BOTTOM) 6 1/4' N/A N/A S (TOP/BOTTOY) 50.0. -53.3 N/A N/A /2 1/2- 6 1/4' 12 ``-/2' 6 1/4• 6 1/4' 6 ,/4' 6 1/4' 6 1/•• N/A N/A 6 (TOP/BOTTOM) 8'-6' TO /1•-2• 55.0. -72.0 N/A N/A 6 1/4• N/A 6 1/4• N/A 6 1/r 6 1/4' 6 1/4' 6 1/4' N/A N/A 6 (TOP/BOTTOM) '-r TO 11'-2- N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4, 6 1/4' 6 t/4' 6 1/4• 5, 9, 10 (TOP) 3.8, -41L 6' 4' N/A N/A N/A N/A N/A N/A B' 6' 6 1/4• 6 1/4` a (BOTTOM) OR LESS 6' 4• N/A N/A N/A N/A N/A N/A 6' 6• 8 1/4• 6 i/4' 9 (BOTTOM) 12'-4' OR LESS N/A N/A N/A N/A N/A N/A 8 1/4' 6 I/1' 6 1/4' 10 (BOTTOM) SEE S KM 10, 11 AND I: FOR A404M TYPE A SFACNO FOR NS/IWANOM11 INTO WOW PRIME DLRO91a MNOW ARDOR 6POAVM AND MDO" EDGE OBTAHM ARE WWXM ON TIRE 5CNEDUE, FOR E.D. LESS TRAIN NOIOATED ON SCHEDULE REDUCE ANCHOR SPACING 9Y MAINILWA SPACING SHORN ON SCHEDULE In THE FOUCIRIC FACTORS. IN THIS OPEMTI N m RE POSWRE. REDUCED SPACING OIMMNED USING YACA, SINLL NOT R LESS TWA MINIMUM SPACNO INDICATED FOR CAW ANCHOR TYPE AT ANCHORS LEGEND. },� t!a•• UPCO I/r. crvpAw 1/4i �o 1/a'. 1/�i 1rye Pun ONK-N f0{Rl-SIT W. Acne lRAG 01.i 3 3 ] 3 I IR I AKE Iu1ArN Ra.r w 6LD 3 3 3 ,!! 3 1/2 4 3 ,/t AW7R ea 4sr �o FACTOR .35 ] I ,. ,m im - - ,Do .0 - 3, o 0 e � `� o m V N ti N +, p •C 4v m a] 'z v"C., 123 C � u C � Q t •o ZZ C .Q F FLORIDA BUILDING CODE NI VetoGNy Nu can* Zone ST c 70,20-176 WL� m0t0 s3va' "` 20 GAGE GALVANQED STEEL STORE( PANEL ORION • PROTECTION PRODUCTS, LLC. 1ti Rat• G-00Df7R M-ION M11O1 A TINA "u,E OPNm[ a _N, _ �'• _ fYl E R re INSTALLATION DETAILS FOR REGULAR PANELS n do 1A INTO EXISTING WOOD STRUCTURES 1•-10 PR WORN PU)5 ' '•y I,�: .. IPA/0 1MrdWTE PLUS '�,` ��:�• 14-,0 PANEtINTE vILIS y W/ 1 7/6' r TNREAOED PEIRTMTION TO - f 1 I PflETIMLRON m W000 1[Ap[R PFEEiRAtIOI m I I EXETING WOOL MERGER EXISTING WOOD HEADER RE17URtV 1 j varm WOOD MEN" IAA I ,. WR _z vn WOOD ftoAoEn 2• t.00o 1!FADFR nEGUREo- MP• , REM w I; PI a m sOwDUE am SR SCHEDULE OR fR scvlm E ON s11Ev • Wm a SHOT / Iw w. I m, UP. mrwN"ON ra �. MPAw+RaW , m a!0 m o Aa ) m GLASS. ; ^• YmE PAEL 'ENO/M - - - - I,ff. PANEL lEiN1IN 1 - ;'� - Yw PANEL LENCtH1 I/.11-2m, aS `: (SCE HDTE t) try tECn• ti (SEC NOTE t) ( ,l.�rOA,• T.c , {SEE NOT, 1) Ma r/ T/e1 . I 3N/s r/ r/rY : 1 aM/s3.yr! r/rP i SOIL 50S A 3OR I OF 1• O 1• OF t' ('a MAX WAS No lo'1r M/ews i/i ks2Ow/ ' �•0 r. jj a 12 //Y 0L Eck I _ L.. `1 1 I L t* _ _.I/•'! LTG SCREWSct O r OC W/I 1/2' �N li 2•N' WOOD PRATE -t j ; 2.4' WOOD 1PN THREADED 2'!4' WOOD PIAIE IPA tO PANELWIIE PLUS YYiE REOIARtD -'1 W t 4' 0.C. w/ , 7/8' REQUIRED E4NT �W� MOORON OF ANTE PEiE7gy11DN • MID WIDTH OF PLATE iN 1 4'f IRE lt3LEW5 • --. --'9f O.C. SMOGEREO W/ . - - JAT �g m1DMD11M OF PLATE ALTFJMTFVE BW OMW SCALE 318-1' MOUNT INSTALLATION DIRECT MOUNT INSTALLATION SCALE 3AW W SINE 3/11W MQD3* 1. INSTALLATIONS FOR ALIE- MTNES 6W, 9W a IOW ONLY VAUD FOR BUILDINGS WITH AS.M DESON LOADS UP TO +4111, -48.0 p.9,1. AND PANEL'S LENGTH UP TO 12'-4' L FOR NEW ROOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. L W/ SPECIFIC DENSITY 0.55 OR EOWI- MATTr FDR TNYN OF SECTIONS: TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION ""'°� • r as •/ DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES I ,/R2 MM. Room roviumcN EW61e1c f10D0 10 WAGON EOH M E R[oANlm I %I 11 ' " °' "' °` AEDAAIrD ' R1aRMFa i B4TERNATIVE 1 ALTERNATIVE 2 I1 , LG S//R.-.I' UTACIYIE DJswi] 1 0C g I 1 Or�HI $.1 - FOR SEPARATION ro alAbE I r EOL , . Ei OR EO 3tL . - W E{-_ f.... 9 I Re00°ouRn�` - L C' ALTERNATIVE 3 ALTERNATIVE 4 rr ROAIfEO 1' IY/E4. PTY�DPFlE7 EA1rIMa OR / T L/2• ED 11^11A /r LONG awm Ke" W/ ,ryTA-2wa• :A YS "• oc. a ALTERNATIVE y WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PANCIMTE rERAU O OR 1MIBLNMTE Pull • r OC r I yY Hh. INVADED PEW MT04 TO [ 1NC t10oD SOME; 3/r - I' RATE NOTE SHVITER TRICKS NOT SEWN Poll CLASS" WALL MOUNTING INSTALLATION ALTERNATIVE 1 W EW1E s/e' . t' 2Glft; /. METALLRON6 ME ONLY VAIN FOR S ILDNOS WITH AS 0. DESIGN LOADS NIP TO +953. -72.0 W AND PNR1•S LENGTH UP TO r-r. :.FOR Off 1"E•N. 2w, W/ FRAWE SPOC FC CONSTRUCTION, OF OAS OIL � m WE SOUTHERN N N � Fu > O U W L O .� Cu U 4. //•�� I.Jr � . O 0 5 Q 0 a) O CIO U_ O E Q) O L L cu Z Z W J Cn ^maw's W � _CD CIO O 0_ C U Cu _0 QRSA u rrr� C0 Cu WBrrW wW G a Z Z Q A SHEET NO. SH 1. 1 e AaR ArHOIS mm" m ser,aan CDM.VK ACr,ow• OR SPIN= N INIm5&n WALL AND FLOOR MOUNTING INSTALLATION FOR �1°"a""' ;:pLlT PANELS Fir RR•. mNa,n• AEy1Nlf aR a,snoat m r a-- - •Mlaan - �� x ~.. Mao.' ��. 2 \•- -� . ® _ NI,•. iO► • a01pW � C I \• (T• TOP a fnl,M _ _... _. 1 , r. 1• ,• � � , � j � I 2 i 1 1 -.•�-- ul 4,r• wool a. t• I . R alIR0o1 r 11/1' I 1 mE T- X WALL N 4•, ir, r,P n e/,r• RHaN t ( , r APPLKYiBIE z, - t• S _ - T -- OwaklE a o,)ur J. r/ : V4• ) ® A�N� E=0- - x �w , / t 1 i DETAIL t\ i A.•�mo ,� __� rAIA. • Is a,>r•A a AM Gran `� ,w "'iai,IW"�rE•o:rE n+�i NG _ i _ _ A I N. Yr,OLR ►/ a , ._ "-'•T �-• 1a. i 1 � I � � I I i i ir•"/i i t o.c r � eploe°EI'Rr'n °Maaui° � r' Eo I II ( O � `� Cj v •M.o��r�c�oo w"`a'[ w�aa - - - � '�,a•. Pau � ,s AtrL .Wwf I WQ'�1 ESA]-x N[0,7 ,ne - Sn• T' 2• Yo MY,G AM • 4¢ M61aM 'YIm.L .-- ] lM. TO, a ear,OO I l i ` ELEYlLTJOiI SECTION Y-Y �\ SPLIT STORM PANEL ELEVATION ( •, SCALE • R'-1' n�-11 ,a SCALE IN•-r SCALE ,/e•.t• wAOENL a aw YUAa�i '. 1 ' ; � = tNL m,•PI•., rl1LLN]N SCE�IWLE MN. MULLION SPAN (n.) REQUIRED NV,. TUBE MULLION 4'-S' 2' • 3' • 4• a 1.4• • a •I RATING �waR N6N r' t R Neu a .r., -T•J Par. ,.]a. • w1M•'">1�I MY.i�ora ws_[.:1]<SIpIF PNESMIRE SECTION T - VARYL0. A�eLT LtcNc ORIENTED SCALE 3/6-1- NOTE MUUJON CAN ALSO E PWALLED W/O SIgA PANELS ON TOP OR 60RDY SO THAT R B LOCATED AT TOP OR BOTTOM OF OPENING. (ONE PANG, OPENNO W/ TUE TOP a BOTTOM) 0 1Htiwmarce• I 2 i WALL AdOUkT= I I BISTALIATION - ALTERNA n SW SCALE. I/a. _ 1. oRM"a ♦w+qW!� INSTALLATION - ALTIANAMM 1 W jr$iN. am rH a WNa '- MarlWrs wM[ SCALE: 1/e - I• SWALLA TIVE 2w SCALE I/e - 1• No. 44167 PL L14 a • E A • • 1 :. : - a±m: rm MIS muss ROTES 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p.s.f. AND PANEL'S LENGTH UP TO W-8' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR COMBINATION OF SECTIONS: TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE h V•1«I NurAcc" Zon `am YXIECO' MC. 20 GARS GALVANIZED STEEL STORY PANEL .p Olv w. ar/0AX O CABAL PROTECTKN PRODUCTS, U.C. °'� IL E�C INt . 4aA Er. 6t ", 7s a r�it tNYfer-arr a. a Na .�..,�i°w•'"'Ea,.teegw 20- t 76 rm nl J» Fb! om m-,w . a r w r r. r - r NMINNG M• QULING Aug moma!!4 1XALL A FLOOR 61011NTING tN3TAwTNkI - LLTERNATIIVE AW JNSTAWT m - LLTFJIN►Tt1/E (SECTION AT TOP IS LIMITED TO +55.3-67.0 MAN. SCA6F. I/a• - I- SW A.S.D. DESIGN PRESSURE RATING) SCML- III- - I• R . i •. ,mo A ,s ,� � WHWIWm - r.A m ANN walm P•IRIPIa. a00 OiN16 w3 FLOW MOLYIIM 1HSTAtLATHk1 - SECTM YW lCA4E• I/4' - 1' FLORIDA BUILDING CODE (High Velocity Nurrlcone Zone] "ICAO "LIEOO' PO 20 OM GALVANIZED STEEL STORY PANEL �`P, w: J IL E C O 1Ea. \GLOBAL PROTECTIONCTS, U C. GNL •wo ESTIArt r. a, AIEn T'LL+ s, ,•R. r rRr area n a,r 20- 176 �-�� PLOD N6.16AE-TSN, rlLr'tas•Ms-aMr Lee am_ -. r �� r• o r rr ra 0WWNHG NW COMORM ANCHOR CONCRETE ANCHORS FOW COMO IT ANCHORS: SEE SCHEDULE ON SECT I.; NOR WOW SCRM SEE SEC:aN O, SHEET 16 (SEE HIESi 1 � TEE HWET I.)� '_S'- 1, 2, tw/15 _I POURED CONDOM .500EOLrm _SOD' - - -- - - - PowIST CONuwT[ ( , IwOEED \w ( a•1 �N " �. 14 y: r g Ira TwSWMtoN T YFD" Min To Gum TON i AE RbG IUTI ar EyERr a 7'w•"]Mir [Jft ✓� �r S"0. 12 ,EVi pt I _ /s'N,F WOH6E S vs, I" SCAR ) - 1 1'•at' YYJwE 1/r MY (set on. t/,I)l I To �i tit t' o.G a' NM,. (CASE .)) g TO•W�2 t�n•Mofi (SEE GET 2/11) i I Pmem DoNmmi A �7 an CONCETE 1 ! SLOCII, WALL r iI r W/15 �.:. I I N LIFE SA LOCATION Al W LIFE SAFETPANELS PANELS _J , LOWTTY L L.. - _.. 1.• REOLREG PANELS INKS OR SAFETY NOTE 1 (SEEE-••I LOCH -- -. - - - . - w/D REtO1W) iRAt (SEE NOTE , AMC)LOK BELOW) a LAST PANEL ti? TO MWAlED AS (SEE 'TCHIEOLAE OR - LIE SAFETY STORY Phil OPENING SNAIL 6NEET 1.) POURED CONCRETE � LMy,Lp�� yAB ALIA BE PROVIOm W/ REM ,UMOIE CA,k (AR C01010R7 iD FACUMTE NSfAWTKN K RITFNOm IRONED COMM, WNOHa6 - PANE (1) or PWALLED T TO OR REMOVED FROM INSIDE ELEVATION WALL MOUNTiNG INSTALLATION WALL AND FLOOR W SCALE 3/32--T• SECTION 1 SCALE" 3/0' . t• - SECTION 2 SCALE: ] 8' - ,' 60e• 7 ) • t • ,// Yr. NOTES ON LEj SAFr1r _14 My PANE e:.: Y NSf , ALIQh_ - - � ^ I LIFE SAFETY STORM PAWL CAN BE LOCATED AS AN END PANEL (FGL' T OR LAST PANEL) OR AS AN INTERIOR PMEL_ (ANY PANEL LOCATION N BETWEEN END 'ANELS). 1 B R PANELS LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADAACENT TO FECU.AR PANELSNOTE (W/ OR W/O REG" TRACKS.) SEE NOR 1) 2. LIFE SAFETY PANEL CONSISTS OF 0.039' GALVANIZED STEEL 5'ORM PANEL AS SECTION B-B PER COYPOAKM (�. SHEET 2 OF DRAWING. SONS 3/32'-1' THIS PANEL AL10WS ITSELF TO BE REMOVED OR NSFALLO FROM IN NSDE OF STRUCTURE. 3. UFE SAFETY PANEL REO;RRES TOP TRUCK TO BE COMPONENT ()k 3)TTOM TRACK TO ,,.•a"rp�LTl Q [0 COMPOWY I OF THIS ORANING, BE "KTALLED WALL OR FLOOR MOUNTED FOLLOW 4C SECTIONS I k ��•�•••••• u/lam'( i : oN INIs SECT, AS WELL AS DETAAS I k 2 ON SHEET 14. 3Q';' �<;EN$E '•{F 4. W. LENGTH FOR t�E1POF(ET+T®)5 TS' = FLORIDA BUILDING CODE (Ifoh V61« Hurricane Zen SMtm.CHEDANCHOR ULES k 2. SLEET tc40MPONEM ®ANCHORAGE AT BOTTOM E GIVEN ON L * •: * s s]o2n Rreca •A: 20 GAGE GALVANIZED STEEL STORM PANEL DOWN s. COMPONENT MAY E PERMANENT OR REMOVAe1E - *..yy, 'jE T - /� m 5. SEE DETAILS FOR INSTALLATION INTO WOOD IRWE BUILDINGS ON SH! Er ,S. ':•G'%• OR ' : • ."` I L E C O 1Ec. PROTEINSIST CTION PRODUCTS.WE $ SEE 9tEEF A rOR DETAIL APPLICABLE TO THE NECESSITY FOR THE It STALIATION OF '''+•AESS �• / R A GNIE 2 au, 20-176 SPACERs AT TRACKS INSTALLED ADJACENT AND BEYOND TO 5TUCCOf r00D BANDS. AFA ONA / VW) f •a w wr I= (As.)M,F-rsat. FAR lWyHeliM�erP) FLIEIYLaL .Ar"r .. Um n.-.r - rr am m-.r, r ORAwO r IL SEA/SI0MTUIW,%AR G-000671f r - rARRA1Wfa-P.E 1/4. 2/4. Wv V4 OR 4/4 1. 2]- ��_ HA, ,L111I:;, 1T11iI T-1i1;;1 f11IN (FAD PAIW (wRROR (NMNN PAgJ (W MN AAEL) (17D PA•t!) M-1- 1 T_i-T( • --I .... i -. 1 I � � I (/.IITr.AR ,DCRIIONI i a E7M A,NE33J i (6a DE7AMs 1/t. R .) 2/t eA t i /1 2I, W✓1 3/4 a 4/4 i 2 do Yw/15 Ubw' Z t 1 MAXIMUM A.S.D. DESIGN PRESSURE RATING .B.f.) AND CORRESFONDING MAXIMUM PANES rLr SCHEDULE (Wt10 ONLY FFOR k(A INSTALLATIONS AS PER SECTIONS T TIM IM ON SHEETS 4. 6 k 6) MAXIMUM A.S.D. • SOLTO W/ ,nl-]61• ss. Yi a WNGMII AT 0~ a VOLOWIN OF MN[L DESIGN PRESSURE RATING (.R•s•f.) AND CORK DING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n t Q INSTALLATIONS INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES (MM.ID ONLY FOR PANELS 1Ok @ INSTALLATIONS AS PER SECTIONS 1 THOU 7. ON SNEERS 4 k 5) TO i PLUS ��ER : T 3LP \CENSSF 49 FLORIDA BUILDING CODE iR h Vel«t Hu come Zon• • No. 4167 : °•010 R"C° °G 20 GAGE GALVANIZED STEEL STORY PANEL• r' tT 11 L 1 E C O 1 Ea. GLOBAL PROTECTION PRODUCTS. U C. dY.N 9r 6[ e ►oF ASS / / /O. • >r a r aR Her 4rePR A aw r101E (NN)w-76n Nmo� (a6yAF-a)a7 - am-- ,W A- . am 20-176 - WH Y L . .N-m, w Fw-OOM �r OWNING Ns: m rm A "Afl J_ Pe. rf-w _ 11 am a AE INKIIAA A.S.G. �MT6o a"�`•r Yr. 1E1101tI (ExE W 7 ar nsal .6i.p. -]7A Y-Y OR LaE E ,/1• t•WUm , 1111N ! A 7 >]Ea -MO >1'-p• m r-r Yr. ] ]/.• IRe0.tm , T•RI 3 a 7 .re.o, -nD >r-r ro „•_r Ya 2 +/r ' •�� s IIAYYRN AS.O. •I•rm1A rOHORf ygCa,ri ra f0. - 7 IJY •• /PPUCYII m DESIGN TAI'CON O Tp-QP CAIf,-N r'I/f1,n11E FBAE • PAIIOAIA[ PLUf TECIOIIS / t I IMEYW PANEL geESSTIE AM' NIIBMNAT,ON � lO1GTN MTNG EPA r) m eO,KE,E miNutlt m O}KWPE � o0w110Ql1E to ma1nE CONCRETE ro CONCTR Nx� ro o0•KAER � NR T,aa, 6' N/A N/A N/A 8' N/A •• � •• R/A , (TOp) r 6• N/A N/A r r e• � r r 9• 1 (BpROY) r N/A N/A N/A a' N/A 9' i Nn r N/A ] `.� ) 9• N/A N/A N/A 6' N/A ,S�'�{� N/A Y NIA 7 (6pT1pI) +•}.S, -720 r N/A N/A N/A 6' N/A - • M/A r N/A ] a ♦ (TOP) r-6. OR LESS M IL4 r s• N/A Y/A 9• r MA f• N/A r N/A r N/A ] �) r s• NJA nn r r r 6• r r . r] (eoTTaN � N/A M/A ,2 1/2' 6 ,/.• ,] ,/2' 6 ,n• 6 ,/.• 6 1/1• 6 9 +/4• S ��,) MOO" FACTOR SEE 1•EEis +o a 1, ra ANatMIS TYPE a sA,uNc ra MTALAtA1NS woo ,00D )nINE eLNlnaNa ,ewflu• FFrA,oW sPAtr,Ds Am IWSAY LwOE OISSWCE AR[ •NDrATED W 11E Sa:OLRi ra ca tEss THAN 6N0rw7Oo w SOE9,AE RFQlirt ANO011 SPACING F YLam,r 9FACHG SHOW ON SOLDONE E TK FpaOwlc FACroe9. ra THIS L7PEIr11p1 m E PAe•U, 1®IICFD NaNEW,O oeMPlm 119HNO rACit7R s•IYL Nor E uas u4r ,•N•NA ,NAam wo,arm roW aol ANON„ TwE A, ANFMRi LDOE•k. Moon TEAT '/••• ,p•" 1/r• ,nTr Ip4 1/ro ,Yu-r •WNas[r ••rr warR 'd'r+a) a � a Nola o DISC IOfv RICER 1/r 10.. S/r LONG AMISS SUNNING W/ V•••-2 kW SS Hs • 9 1/a• O.0 NOR PAM LENGTHS IM TO p'-V AND a 1/4. Oe, ...:. ra LDOTa w To W-W Yr. OR /T.-t0 PANOwME F96aE a OR PA MATE PLUS • 12 1 0. G WITH I fn• W+. iNFAm m HELM NOR ALL LENGTHS i!• r-r LIN. 1 C j Sell- \ 1 `j\ 1 1 1 1 J - 1 I 1 I 1 } I 9g�t 1 ■ I f SIT O MR 9 1 J sowumm I m OUGS EO' I I E0T I t/.' LD.. 5/r LOW SMASS SUS•A,O W/ 114••-2A2' fH Y3. • 6 1/r OG ra PAI[t ILMPOR UP ro S'-O• AND 6 NOR LOST" IY ro r-r Ye.. - rN PAIR OR 114-10 AMELW1R TOWS 0 OR •EOiWwn I,;I� PAMIWIE FSL6 • it I/2' O. G M111 , IL•DY10O1, OF 019106 WOOD PLATE FOW ��p�•/.T STALLATION ��' AL LONG" s UP ro r-r Yr. 7[]OWYLJ67LY SCALE 3/8-1• INSTALLATION DETAILS FOR REGULAR PANELS) do INTO EXISTING .WOOD STRUCTURES tW1E'is+.'•iO ."•o�•AoeLraERr�a„ )`: 4 y r- Ii i Ec � 1; Ln 1 1 I I I ALTERNATIVE T W ALTERNATIVE 2w WISE ]Po-1• x.IE a/B-,• I i ,ICE SC,EouE ON s,ia e ( t I Niw MA• i E01 � `„ I EO' EQ 4 a•L Lrr • r O ' ,H9 IK fWK •roc w -, ,/r w „wuGm POE„wr�ali ALTERNATIVE 3W ALTERNATIVE 4W 21r NATO .. • L•OI,a1M O,AME SdtE 3Po-,• SCALE ]Po-1• WEOU.IFO CAN ME �I � �IIRtlS .HINT M•HII tM_ Ia1MA11 a7fSHf1 NOTE SHUTTER TRACKS NOT 5110•N FOR CURRY tl4II1, I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS UP TO +55.5, -720 PSF AND PANEL'S LENGTH UP TO B'-r 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO F# SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 DR EQUAL NLITE FOR Cd181NATtON OF SECTIONS: TOP h BORON MOUNTINGS CAN � COMBINED IN ANY WAY TO SUIT ANY INSTALLATION sn,Ds a LVEA,' OtER1AP T{17NU4D'P NEL TO HOLD P _ 1011 1 1 t' THIS) SEE SEE NTER)R PANEL END PANEL ®� SC1EOtAE SCHEDULE $1 SEE 7 - r - roll M•.. -FOR w.. r OR DIRECT 1A011111 A1MfIOR ANCHOR $CACAO SPACING -] DETAIL 1 :WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) SeALe 3/1r - I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (Q,Baf J AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT FOR INSTALLATIONS INTO CONCRETE i CONCRETE BLOCK STRUCTURES SG(1("i1L:it1�..W-4fl__IALLIIOIINT CONdj�J$_Tf1P k BDTTDM w/ n A 1/7' SPACING 1 $ �IDCAiION O ' AT END PANEL snAos a EYT3Rr , oIIER+LAP j ' INTFAIDR PANEL D4D PANEL ®A (xr B 1/a• SCHEDULE SCaE7RILF� ._ ]• YA/2AI FOR 4olgh qR sPASRw DETAIL 2 FLOOR MOUNTII+(p INSTALLATION (APPLCABLE TO SCHEDULE 21 SCALD: S/tr - 1` MAXIMUM A.S.D. DESIGN PRESSURE RING .B.f.1 AND CORRESPONDING MAXIMUM PANEL LENGTH 'Lr SCHEDULE jAPPLN•!�r ONLY m �4'CIfONS 1 a 2)NOIG. OTC FOR ._t_tT`i<±0(gA PwNt SYSTEM ON SLEET IS`. 00,64, NOW" Asn TATOII a' w-OL► CNAi1 p,NiO1MtE rOwt o w4t•I•R nos Ec�i �Ej r YNmUY PIIEL IRE$SUE m cow; [TE CONCRETE cor CETE �ro h �E m �E � caENMmN 11M9tN 1• tR7 MTNB a.l. wOCK BILGE BLOC[ 9LOCN isOOl OF TURFY r NJA N/A N/A 6' N/A B• MIA B' N/A 7 k 2 (TOP) +55.0. -72.0 p• 7• 9` 9' 9' 9" 9' 9' r 9" 1 (BOTTOM) 5'-0' OR IESb e• N/A N/A N/A r N/A 6' N/A 6' +55.0 -M.0 9' S' r e' 9' 7 1/2• 9' 9' 9` r 1 (1)OTTLHI) 61 N/A N/A NJA r N/A r N/A 6` N/A / k 2 (TOP) +55.0 -72.0 7'-6• TO 8'-8' 8' A- mkxftm B' 8" 8' 6' B• B' r B' 1 (BOTTOM)APPLICASUE TO AJD i (Si0 • S/r IM F6aH TOP O HHHWD CASE a (e10 • ]' 1YL rEr 1M O A,ICD SECTIONS k 11A70YUM PMEELL rRaHnE ro - - COMENYTIO. LiNGT/l 'L` (It.) PATaM aH. OF THEM +aB.z -a/.3 y 3• • R 2' a ,/Y z (607roM) Y-r OR LESS +57.8 -65.0 3• 3• a' .' 2 (BOTTOM) T-r OR LESS +SS.O -72.0 2 1/2' 2 1/2' 4" 3 t/Z' 2 (BOTTOM) T-e' OR Li55 +SS.O -72-D 7 1/2' 2 1/2' NIA NIA 2 (BOTTOM) 7'-6' TO 6'-0• -72.0 N/A N/A 3' - 3' 2 (80T'OMj 7'-8' TO B'-B• ,Wta•r ASJ Sow ,r IW4 ,nIPN Ir„INw •BWIRYr r,ww Pla]51MF IfAI•IC 1' (L) 70 wAE Oaa00N tP•N.j Lo lLTN,W) .66a -T20 r-f• a air ,A,e6t]® IGD N SE BEET tS i01 ANEAIOgS T,PE a SWAG G ra arsNLATNNB MO iM000 TRY[ BIIaO9N9 IIIIWRJA ANCHOR lACI,109 M0 11Pw1W EDGE 06TAI10E ARE RH00ATEO ON TITS SCHEORE. ra f0 l� TWIN aoiCATm ON fOIEDML WmU[[ ANCHOR SPACING BY IAa1RlYaM SPACING a,orN ON salmtxE n THE rLM[DeaO rAtiae, ra ilel OPOYn01, ro E FL)53eL1 RFDIIL4D SPId,r OBTANIEC LgW,O FACTOR 8N1LL NOT E LESS GAIN 11NMMN SPALlO 'ARO Poll fKN INC10R TYPE A AfIbCR6 LE6FID. rA•ml a ,x�ar Fu•IeAr2E r'•A� au-N .. w ••eWM sPAoIW 9"i a a 3 s a In .grmY,O Oa ] a a b ] Ra Na.) w W ] ] s ARMS. B9 ••E BBE14t) 2PDIBR 2 ,R' CD co CL go rmw. NuMcom _ $11111141 •• 14,11111111 •:,. :14 0 to A`I: .,L. Cto b Z VANNIVIA MAxarM wools 16>AG•10 NO co. - ] T/2' - Asa oE3IOI, TAvcoN a TAP-cav cNN-IN PANfLUATE rnwE ro rNawTe Pius sauD scr E ro PRE45HAE SECT0IM 6 a ,AL,MILA PANEL M1K TO m TO To it To ANY caMMIWNMal4 tE,ICn+ 1' (n.7 TO co•r3E,E CONCRETE To COfCETE CO•CETE TO CONCRETE t70110ETC To t:ONdlfl[ OONCRER to CO,NCIE,[ ,ANafT[ To OMW%7L NxWIOER or To"OC (P•/.) BLOCK 0.0CK B100t BLOC.0.0CL KOOt 8` N/A N/A N/A $' N/A $' N/A 6• N/A N/A N/A t (TOP) 6' a' N/A N/A $' N/A I N/A , (BOTTOM) 6' N/A N/A N/A 8• N/A $' N/A $" N/A N/A N/A 2 (TOP) 6' N/A N/A N/A $' N/A 3` N/A 3` N/A N/A N/A 2 (BORON) SS.S, -720 $' N/A N/A MIA 6' MIA 8' NJA It. N/A N/A MIA 3 k a (TOP) )T-5' TO B'-B` OR LESS fi• a` N/A N/A 8• 6'` 6" 6' $' 8' N/A N/A 3 (BOTTOM) $' N/A N/A N/A 8' N/A b' N/A r N/A N/A N/A 7 (TOP) 8' 4' N/A N/A r 6` fi" 6• b• 6' MIA N/A a k 7 (BOTTOM) N/A N/A 12 7/2' 6 1/1' /2 1/2' 8 1/a' fi l/a• 6 t/a' b l/a' 8 7/+' N/A N/A 5 (TOP/BOTTOM) 60OR .4, -33A N/A MIA 12 1/2' 6 1/1' 12 '/2' S //1• 6 1/4' 6 t/A' $ I/4' $ 1/4` N/A N/A 6 (TOP/BOTTOM) $'-6' TO I1'-2• 55,0. -72.0 N/A N/A 8 1/a' N/A 8 I/1' MIA, 8 Ile t/4' 81/4' 6 IJa' N/A N/A 8 (TOP/BOTTOM) 8'-8• TO IV-2' N/A N/A N/A N/A N/A N/A N/A N/A $ 1/." 6 1/4' 6 1/4' fi 1/4' B. 9. 70 (TOP) 43.4 -48.0 $� A. N/A N/A N/A N/A N/A N/A B' $' 8 1/4' 6 )/a' 8 (BORON) LESS 12'-4' OR L155 6• a• N/A MIA N/A N/A MIA N/A 6" 6' $ 1/4' 8 Ile (BORON) N/A N/A N/A MIA N/A N/A MIA N/A $ 1/4' 6 I/a' 6 Ile 1/1' 10 (BOTTOM) ly 01. . SEE fI1RE79 Ia If ANp it ra ANOOR TYPE k sPArJo F011 aNSUtU1RtNE ,Oro WQan FAIN[ NRAiDPa ,HPWY ANCHOR PACpIfi6 AMC IM6AI,Ir EDGE OaTA/w1 ARE NOrA/E0 ON 1W6 SCNEIIULG. F011 Ea tffi THAN PKNGTED ON SCHEDULE RAOUCE ANCHOR SPACING Br IaAIIPLYNq SOACING SNOwN ON 9CUEDUK o THE rouJMNe rACT019. ra THE OPWtTION TO E ra49NtE. REDUCED sPAno OIRARHED uSNO rALTOR SMALL NO E 1F35 t1YN le•9MRAI SPNO10 P0K'Afm i'011 EACH ANCHOR TYPE AT ANCIOPB L[OOID AND= DICE 1/+1 /p9 TrIpY _ tN1 caw - a V#-aw iiuili(inrnaariiF wK-u ,lan-r ,en +PAr,oe BANJO p") ] ] ] a : ,n 1 ••AarJr,,,o e.r.r sa ] ] ] a a a ,n Iaa,W.N ,1wr a1r $N ] s to /IQII rb AE ►At/0W a. - a 04 SHEEM- PANG LENGTH T REQUIRENo W01W OF PLATE a C STAGGERED W/ ALTERHATM SW D 91911 � o 2 W o C 0j CA O ' C 4 N i -L N d � •� L- .`Cy Q7 C �' V G � Q t • a` C .i1Ep A:....j. � uCENA :'•.!� FLORIDA BUILDING CODE (High V•t«Ny Nurrteone ion #,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION, Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D .em sr. s, s11ECT SS v r. >L >v tr ,)•M.a" an. M+o,c d q A�od' ns.)aaa-rM) 20-176 _... - .- DR:M.c ,a Cn C. cu Cn 2 INSTALLATION DETAILS FOR REGULAR PANELS ni & C174 INTO EXISTING WOOD STRUCTURES 110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS - 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po' I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m 1 i ExJfi7MlC W000 ,IPAOETI EI[6RNG WOOD IKAOEIt REOIARE'b"OE� -, I.j E%151RNC WOOD N[AGEIi r/R7.yar f )/a'1a/a• I _ r/rNyy' i 3r MR. � __..a.ic lJn. 1 _JNO M7r• I i I aAn•sno • nuT � • DiaW ana • wood "EAGER2 MOOD H61DFR 2 N; M REDUMEO--- Nn• �. REOUIRED sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON wane SHED a Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM' '" To a'Ns , Y"•. PANEL LENOTM ,/1Y-2Ar ai (SEE NOTE +) I Ny-20n' St (SEE ROTE t) ' i aaY"wsa P� ....-_� I E�ian•�uw/P " eN,R Sox I aFt• ' OF 1' OF 'l' MAN �3 ma� )0 t]r � �lJ'OM) : - i (._ , • i { ,� �- is J2'Oz.Ot. ) • ]/]r FA. - .. - - - EO , � n•N.] ' FA. 12 as ( Wts Mrr ,ra•PR L H i Ir+: ,AG scE,as 2•W4' tY000 ?U1E 11-10 PANEL.WTE PLUS 2'A• WOOD IWE 4 - 2'•4' WOW PU1E MN THREADEDREQUIRED O.0 w/ � , 7Po• YIOVV MED REdIEED -- PENETRATION AT ATE I, j PFNETIUtION • 1 t�5/Ut4 t��AG scREws - ' � ' T)IREIIOED I 'PEIK MT'oiML r��S��A.T �A�A� Al 4IOW0TN OF PLATE lfS�iYEJ u iallEa DIRECT uoUNi ygINSTALLATION SCALE]/s-f• reLYElb/I 'If.1CLB' SCALE 3/8-1 4A tlGEEi: I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF, BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓�� Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone) s NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F. TOP k BORON i1N MOUNC5 CAN BE COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m . . STREET rAi� (ss4)..-on �AAN NO, ffM./NONAUII[/MlE G-000Nta „rMl, r rr WA101 A a, P.E L�� , N 11, INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES . '•II I / , IP„ TIWRADED POE/MTRN ) m �usTNc wooD LtrADEP I EO/ - 1 ' v) E"0°°au+1En� i,j EEO�_� I - E°�_ !s I wall" WOOD ,fAEn WE11RlD REQUIRED O R ALTERNATIVE 1 ALTERNATIVE 2 t/t�•! I w0/iwi2 , oc I m WASs I EO' i �+ TO � � V L j Eoi ) Purz AEOU9® • I B %� ALTERNATIVE 3 ALTERNATIVE 4 U N YM• TE '- ' ^ 1'R/r1.•"T1•I kEeEo ►EEIEnYnoO.C. M / , In• V<laaK LONG srroe wAWMG r/ /V� t/.•.-2o.x• EE Ms. • s• oc cA � V vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■ iNWFADED PEI[TMTOM ro F,OST•0 WOOD PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED W� MOUNTING INSTALLATION "r"WTI UJ ALTERNATIVE I ENSF'�� 2 140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z ). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT � 4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a� 2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt• P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176 P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b: w, r •m a or a SHEET N0. SH 1.1 SEE 1•EEis +o a 1, ra ANatMIS TYPE a sA,uNc ra MTALAtA1NS woo ,00D )nINE eLNlnaNa ,ewflu• FFrA,oW sPAtr,Ds Am IWSAY LwOE OISSWCE AR[ •NDrATED W 11E Sa:OLRi ra ca tEss THAN 6N0rw7Oo w SOE9,AE RFQlirt ANO011 SPACING F YLam,r 9FACHG SHOW ON SOLDONE E TK FpaOwlc FACroe9. ra THIS L7PEIr11p1 m E PAe•U, 1®IICFD NaNEW,O oeMPlm 119HNO rACit7R s•IYL Nor E uas u4r ,•N•NA ,NAam wo,arm roW aol ANON„ TwE A, ANFMRi LDOE•k. Moon TEAT '/••• ,p•" 1/r• ,nTr Ip4 1/ro ,Yu-r •WNas[r ••rr warR 'd'r+a) a � a Nola o DISC IOfv RICER 1/r 10.. S/r LONG AMISS SUNNING W/ V•••-2 kW SS Hs • 9 1/a• O.0 NOR PAM LENGTHS IM TO p'-V AND a 1/4. Oe, ...:. ra LDOTa w To W-W Yr. OR /T.-t0 PANOwME F96aE a OR PA MATE PLUS • 12 1 0. G WITH I fn• W+. iNFAm m HELM NOR ALL LENGTHS i!• r-r LIN. 1 C j Sell- \ 1 `j\ 1 1 1 1 J - 1 I 1 I 1 } I 9g�t 1 ■ I f SIT O MR 9 1 J sowumm I m OUGS EO' I I E0T I t/.' LD.. 5/r LOW SMASS SUS•A,O W/ 114••-2A2' fH Y3. • 6 1/r OG ra PAI[t ILMPOR UP ro S'-O• AND 6 NOR LOST" IY ro r-r Ye.. - rN PAIR OR 114-10 AMELW1R TOWS 0 OR •EOiWwn I,;I� PAMIWIE FSL6 • it I/2' O. G M111 , IL•DY10O1, OF 019106 WOOD PLATE FOW ��p�•/.T STALLATION ��' AL LONG" s UP ro r-r Yr. 7[]OWYLJ67LY SCALE 3/8-1• INSTALLATION DETAILS FOR REGULAR PANELS) do INTO EXISTING .WOOD STRUCTURES tW1E'is+.'•iO ."•o�•AoeLraERr�a„ )`: 4 y r- Ii i Ec � 1; Ln 1 1 I I I ALTERNATIVE T W ALTERNATIVE 2w WISE ]Po-1• x.IE a/B-,• I i ,ICE SC,EouE ON s,ia e ( t I Niw MA• i E01 � `„ I EO' EQ 4 a•L Lrr • r O ' ,H9 IK fWK •roc w -, ,/r w „wuGm POE„wr�ali ALTERNATIVE 3W ALTERNATIVE 4W 21r NATO .. • L•OI,a1M O,AME SdtE 3Po-,• SCALE ]Po-1• WEOU.IFO CAN ME �I � �IIRtlS .HINT M•HII tM_ Ia1MA11 a7fSHf1 NOTE SHUTTER TRACKS NOT 5110•N FOR CURRY tl4II1, I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS UP TO +55.5, -720 PSF AND PANEL'S LENGTH UP TO B'-r 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO F# SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 DR EQUAL NLITE FOR Cd181NATtON OF SECTIONS: TOP h BORON MOUNTINGS CAN � COMBINED IN ANY WAY TO SUIT ANY INSTALLATION sn,Ds a LVEA,' OtER1AP T{17NU4D'P NEL TO HOLD P _ 1011 1 1 t' THIS) SEE SEE NTER)R PANEL END PANEL ®� SC1EOtAE SCHEDULE $1 SEE 7 - r - roll M•.. -FOR w.. r OR DIRECT 1A011111 A1MfIOR ANCHOR $CACAO SPACING -] DETAIL 1 :WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) SeALe 3/1r - I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (Q,Baf J AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT FOR INSTALLATIONS INTO CONCRETE i CONCRETE BLOCK STRUCTURES SG(1("i1L:it1�..W-4fl__IALLIIOIINT CONdj�J$_Tf1P k BDTTDM w/ n A 1/7' SPACING 1 $ �IDCAiION O ' AT END PANEL snAos a EYT3Rr , oIIER+LAP j ' INTFAIDR PANEL D4D PANEL ®A (xr B 1/a• SCHEDULE SCaE7RILF� ._ ]• YA/2AI FOR 4olgh qR sPASRw DETAIL 2 FLOOR MOUNTII+(p INSTALLATION (APPLCABLE TO SCHEDULE 21 SCALD: S/tr - 1` MAXIMUM A.S.D. DESIGN PRESSURE RING .B.f.1 AND CORRESPONDING MAXIMUM PANEL LENGTH 'Lr SCHEDULE jAPPLN•!�r ONLY m �4'CIfONS 1 a 2)NOIG. OTC FOR ._t_tT`i<±0(gA PwNt SYSTEM ON SLEET IS`. 00,64, NOW" Asn TATOII a' w-OL► CNAi1 p,NiO1MtE rOwt o w4t•I•R nos Ec�i �Ej r YNmUY PIIEL IRE$SUE m cow; [TE CONCRETE cor CETE �ro h �E m �E � caENMmN 11M9tN 1• tR7 MTNB a.l. wOCK BILGE BLOC[ 9LOCN isOOl OF TURFY r NJA N/A N/A 6' N/A B• MIA B' N/A 7 k 2 (TOP) +55.0. -72.0 p• 7• 9` 9' 9' 9" 9' 9' r 9" 1 (BOTTOM) 5'-0' OR IESb e• N/A N/A N/A r N/A 6' N/A 6' +55.0 -M.0 9' S' r e' 9' 7 1/2• 9' 9' 9` r 1 (1)OTTLHI) 61 N/A N/A NJA r N/A r N/A 6` N/A / k 2 (TOP) +55.0 -72.0 7'-6• TO 8'-8' 8' A- mkxftm B' 8" 8' 6' B• B' r B' 1 (BOTTOM)APPLICASUE TO AJD i (Si0 • S/r IM F6aH TOP O HHHWD CASE a (e10 • ]' 1YL rEr 1M O A,ICD SECTIONS k 11A70YUM PMEELL rRaHnE ro - - COMENYTIO. LiNGT/l 'L` (It.) PATaM aH. OF THEM +aB.z -a/.3 y 3• • R 2' a ,/Y z (607roM) Y-r OR LESS +57.8 -65.0 3• 3• a' .' 2 (BOTTOM) T-r OR LESS +SS.O -72.0 2 1/2' 2 1/2' 4" 3 t/Z' 2 (BOTTOM) T-e' OR Li55 +SS.O -72-D 7 1/2' 2 1/2' NIA NIA 2 (BOTTOM) 7'-6' TO 6'-0• -72.0 N/A N/A 3' - 3' 2 (80T'OMj 7'-8' TO B'-B• ,Wta•r ASJ Sow ,r IW4 ,nIPN Ir„INw •BWIRYr r,ww Pla]51MF IfAI•IC 1' (L) 70 wAE Oaa00N tP•N.j Lo lLTN,W) .66a -T20 r-f• a air ,A,e6t]® IGD N SE BEET tS i01 ANEAIOgS T,PE a SWAG G ra arsNLATNNB MO iM000 TRY[ BIIaO9N9 IIIIWRJA ANCHOR lACI,109 M0 11Pw1W EDGE 06TAI10E ARE RH00ATEO ON TITS SCHEORE. ra f0 l� TWIN aoiCATm ON fOIEDML WmU[[ ANCHOR SPACING BY IAa1RlYaM SPACING a,orN ON salmtxE n THE rLM[DeaO rAtiae, ra ilel OPOYn01, ro E FL)53eL1 RFDIIL4D SPId,r OBTANIEC LgW,O FACTOR 8N1LL NOT E LESS GAIN 11NMMN SPALlO 'ARO Poll fKN INC10R TYPE A AfIbCR6 LE6FID. rA•ml a ,x�ar Fu•IeAr2E r'•A� au-N .. w ••eWM sPAoIW 9"i a a 3 s a In .grmY,O Oa ] a a b ] Ra Na.) w W ] ] s ARMS. B9 ••E BBE14t) 2PDIBR 2 ,R' CD co CL go rmw. NuMcom _ $11111141 •• 14,11111111 •:,. :14 0 to A`I: .,L. Cto b Z VANNIVIA MAxarM wools 16>AG•10 NO co. - ] T/2' - Asa oE3IOI, TAvcoN a TAP-cav cNN-IN PANfLUATE rnwE ro rNawTe Pius sauD scr E ro PRE45HAE SECT0IM 6 a ,AL,MILA PANEL M1K TO m TO To it To ANY caMMIWNMal4 tE,ICn+ 1' (n.7 TO co•r3E,E CONCRETE To COfCETE CO•CETE TO CONCRETE t70110ETC To t:ONdlfl[ OONCRER to CO,NCIE,[ ,ANafT[ To OMW%7L NxWIOER or To"OC (P•/.) BLOCK 0.0CK B100t BLOC.0.0CL KOOt 8` N/A N/A N/A $' N/A $' N/A 6• N/A N/A N/A t (TOP) 6' a' N/A N/A $' N/A I N/A , (BOTTOM) 6' N/A N/A N/A 8• N/A $' N/A $" N/A N/A N/A 2 (TOP) 6' N/A N/A N/A $' N/A 3` N/A 3` N/A N/A N/A 2 (BORON) SS.S, -720 $' N/A N/A MIA 6' MIA 8' NJA It. N/A N/A MIA 3 k a (TOP) )T-5' TO B'-B` OR LESS fi• a` N/A N/A 8• 6'` 6" 6' $' 8' N/A N/A 3 (BOTTOM) $' N/A N/A N/A 8' N/A b' N/A r N/A N/A N/A 7 (TOP) 8' 4' N/A N/A r 6` fi" 6• b• 6' MIA N/A a k 7 (BOTTOM) N/A N/A 12 7/2' 6 1/1' /2 1/2' 8 1/a' fi l/a• 6 t/a' b l/a' 8 7/+' N/A N/A 5 (TOP/BOTTOM) 60OR .4, -33A N/A MIA 12 1/2' 6 1/1' 12 '/2' S //1• 6 1/4' 6 t/A' $ I/4' $ 1/4` N/A N/A 6 (TOP/BOTTOM) $'-6' TO I1'-2• 55,0. -72.0 N/A N/A 8 1/a' N/A 8 I/1' MIA, 8 Ile t/4' 81/4' 6 IJa' N/A N/A 8 (TOP/BOTTOM) 8'-8• TO IV-2' N/A N/A N/A N/A N/A N/A N/A N/A $ 1/." 6 1/4' 6 1/4' fi 1/4' B. 9. 70 (TOP) 43.4 -48.0 $� A. N/A N/A N/A N/A N/A N/A B' $' 8 1/4' 6 )/a' 8 (BORON) LESS 12'-4' OR L155 6• a• N/A MIA N/A N/A MIA N/A 6" 6' $ 1/4' 8 Ile (BORON) N/A N/A N/A MIA N/A N/A MIA N/A $ 1/4' 6 I/a' 6 Ile 1/1' 10 (BOTTOM) ly 01. . SEE fI1RE79 Ia If ANp it ra ANOOR TYPE k sPArJo F011 aNSUtU1RtNE ,Oro WQan FAIN[ NRAiDPa ,HPWY ANCHOR PACpIfi6 AMC IM6AI,Ir EDGE OaTA/w1 ARE NOrA/E0 ON 1W6 SCNEIIULG. F011 Ea tffi THAN PKNGTED ON SCHEDULE RAOUCE ANCHOR SPACING Br IaAIIPLYNq SOACING SNOwN ON 9CUEDUK o THE rouJMNe rACT019. ra THE OPWtTION TO E ra49NtE. REDUCED sPAno OIRARHED uSNO rALTOR SMALL NO E 1F35 t1YN le•9MRAI SPNO10 P0K'Afm i'011 EACH ANCHOR TYPE AT ANCIOPB L[OOID AND= DICE 1/+1 /p9 TrIpY _ tN1 caw - a V#-aw iiuili(inrnaariiF wK-u ,lan-r ,en +PAr,oe BANJO p") ] ] ] a : ,n 1 ••AarJr,,,o e.r.r sa ] ] ] a a a ,n Iaa,W.N ,1wr a1r $N ] s to /IQII rb AE ►At/0W a. - a 04 SHEEM- PANG LENGTH T REQUIRENo W01W OF PLATE a C STAGGERED W/ ALTERHATM SW D 91911 � o 2 W o C 0j CA O ' C 4 N i -L N d � •� L- .`Cy Q7 C �' V G � Q t • a` C .i1Ep A:....j. � uCENA :'•.!� FLORIDA BUILDING CODE (High V•t«Ny Nurrteone ion #,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION, Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D .em sr. s, s11ECT SS v r. >L >v tr ,)•M.a" an. M+o,c d q A�od' ns.)aaa-rM) 20-176 _... - .- DR:M.c ,a Cn C. cu Cn 2 INSTALLATION DETAILS FOR REGULAR PANELS ni & C174 INTO EXISTING WOOD STRUCTURES 110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS - 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po' I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m 1 i ExJfi7MlC W000 ,IPAOETI EI[6RNG WOOD IKAOEIt REOIARE'b"OE� -, I.j E%151RNC WOOD N[AGEIi r/R7.yar f )/a'1a/a• I _ r/rNyy' i 3r MR. � __..a.ic lJn. 1 _JNO M7r• I i I aAn•sno • nuT � • DiaW ana • wood "EAGER2 MOOD H61DFR 2 N; M REDUMEO--- Nn• �. REOUIRED sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON wane SHED a Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM' '" To a'Ns , Y"•. PANEL LENOTM ,/1Y-2Ar ai (SEE NOTE +) I Ny-20n' St (SEE ROTE t) ' i aaY"wsa P� ....-_� I E�ian•�uw/P " eN,R Sox I aFt• ' OF 1' OF 'l' MAN �3 ma� )0 t]r � �lJ'OM) : - i (._ , • i { ,� �- is J2'Oz.Ot. ) • ]/]r FA. - .. - - - EO , � n•N.] ' FA. 12 as ( Wts Mrr ,ra•PR L H i Ir+: ,AG scE,as 2•W4' tY000 ?U1E 11-10 PANEL.WTE PLUS 2'A• WOOD IWE 4 - 2'•4' WOW PU1E MN THREADEDREQUIRED O.0 w/ � , 7Po• YIOVV MED REdIEED -- PENETRATION AT ATE I, j PFNETIUtION • 1 t�5/Ut4 t��AG scREws - ' � ' T)IREIIOED I 'PEIK MT'oiML r��S��A.T �A�A� Al 4IOW0TN OF PLATE lfS�iYEJ u iallEa DIRECT uoUNi ygINSTALLATION SCALE]/s-f• reLYElb/I 'If.1CLB' SCALE 3/8-1 4A tlGEEi: I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF, BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓�� Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone) s NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F. TOP k BORON i1N MOUNC5 CAN BE COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m . . STREET rAi� (ss4)..-on �AAN NO, ffM./NONAUII[/MlE G-000Nta „rMl, r rr WA101 A a, P.E L�� , N 11, INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES . '•II I / , IP„ TIWRADED POE/MTRN ) m �usTNc wooD LtrADEP I EO/ - 1 ' v) E"0°°au+1En� i,j EEO�_� I - E°�_ !s I wall" WOOD ,fAEn WE11RlD REQUIRED O R ALTERNATIVE 1 ALTERNATIVE 2 t/t�•! I w0/iwi2 , oc I m WASs I EO' i �+ TO � � V L j Eoi ) Purz AEOU9® • I B %� ALTERNATIVE 3 ALTERNATIVE 4 U N YM• TE '- ' ^ 1'R/r1.•"T1•I kEeEo ►EEIEnYnoO.C. M / , In• V<laaK LONG srroe wAWMG r/ /V� t/.•.-2o.x• EE Ms. • s• oc cA � V vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■ iNWFADED PEI[TMTOM ro F,OST•0 WOOD PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED W� MOUNTING INSTALLATION "r"WTI UJ ALTERNATIVE I ENSF'�� 2 140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z ). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT � 4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a� 2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt• P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176 P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b: w, r •m a or a SHEET N0. SH 1.1 1/r 10.. S/r LONG AMISS SUNNING W/ V•••-2 kW SS Hs • 9 1/a• O.0 NOR PAM LENGTHS IM TO p'-V AND a 1/4. Oe, ...:. ra LDOTa w To W-W Yr. OR /T.-t0 PANOwME F96aE a OR PA MATE PLUS • 12 1 0. G WITH I fn• W+. iNFAm m HELM NOR ALL LENGTHS i!• r-r LIN. 1 C j Sell- \ 1 `j\ 1 1 1 1 J - 1 I 1 I 1 } I 9g�t 1 ■ I f SIT O MR 9 1 J sowumm I m OUGS EO' I I E0T I t/.' LD.. 5/r LOW SMASS SUS•A,O W/ 114••-2A2' fH Y3. • 6 1/r OG ra PAI[t ILMPOR UP ro S'-O• AND 6 NOR LOST" IY ro r-r Ye.. - rN PAIR OR 114-10 AMELW1R TOWS 0 OR •EOiWwn I,;I� PAMIWIE FSL6 • it I/2' O. G M111 , IL•DY10O1, OF 019106 WOOD PLATE FOW ��p�•/.T STALLATION ��' AL LONG" s UP ro r-r Yr. 7[]OWYLJ67LY SCALE 3/8-1• INSTALLATION DETAILS FOR REGULAR PANELS) do INTO EXISTING .WOOD STRUCTURES tW1E'is+.'•iO ."•o�•AoeLraERr�a„ )`: 4 y r- Ii i Ec � 1; Ln 1 1 I I I ALTERNATIVE T W ALTERNATIVE 2w WISE ]Po-1• x.IE a/B-,• I i ,ICE SC,EouE ON s,ia e ( t I Niw MA• i E01 � `„ I EO' EQ 4 a•L Lrr • r O ' ,H9 IK fWK •roc w -, ,/r w „wuGm POE„wr�ali ALTERNATIVE 3W ALTERNATIVE 4W 21r NATO .. • L•OI,a1M O,AME SdtE 3Po-,• SCALE ]Po-1• WEOU.IFO CAN ME �I � �IIRtlS .HINT M•HII tM_ Ia1MA11 a7fSHf1 NOTE SHUTTER TRACKS NOT 5110•N FOR CURRY tl4II1, I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS UP TO +55.5, -720 PSF AND PANEL'S LENGTH UP TO B'-r 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO F# SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 DR EQUAL NLITE FOR Cd181NATtON OF SECTIONS: TOP h BORON MOUNTINGS CAN � COMBINED IN ANY WAY TO SUIT ANY INSTALLATION sn,Ds a LVEA,' OtER1AP T{17NU4D'P NEL TO HOLD P _ 1011 1 1 t' THIS) SEE SEE NTER)R PANEL END PANEL ®� SC1EOtAE SCHEDULE $1 SEE 7 - r - roll M•.. -FOR w.. r OR DIRECT 1A011111 A1MfIOR ANCHOR $CACAO SPACING -] DETAIL 1 :WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) SeALe 3/1r - I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (Q,Baf J AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT FOR INSTALLATIONS INTO CONCRETE i CONCRETE BLOCK STRUCTURES SG(1("i1L:it1�..W-4fl__IALLIIOIINT CONdj�J$_Tf1P k BDTTDM w/ n A 1/7' SPACING 1 $ �IDCAiION O ' AT END PANEL snAos a EYT3Rr , oIIER+LAP j ' INTFAIDR PANEL D4D PANEL ®A (xr B 1/a• SCHEDULE SCaE7RILF� ._ ]• YA/2AI FOR 4olgh qR sPASRw DETAIL 2 FLOOR MOUNTII+(p INSTALLATION (APPLCABLE TO SCHEDULE 21 SCALD: S/tr - 1` MAXIMUM A.S.D. DESIGN PRESSURE RING .B.f.1 AND CORRESPONDING MAXIMUM PANEL LENGTH 'Lr SCHEDULE jAPPLN•!�r ONLY m �4'CIfONS 1 a 2)NOIG. OTC FOR ._t_tT`i<±0(gA PwNt SYSTEM ON SLEET IS`. 00,64, NOW" Asn TATOII a' w-OL► CNAi1 p,NiO1MtE rOwt o w4t•I•R nos Ec�i �Ej r YNmUY PIIEL IRE$SUE m cow; [TE CONCRETE cor CETE �ro h �E m �E � caENMmN 11M9tN 1• tR7 MTNB a.l. wOCK BILGE BLOC[ 9LOCN isOOl OF TURFY r NJA N/A N/A 6' N/A B• MIA B' N/A 7 k 2 (TOP) +55.0. -72.0 p• 7• 9` 9' 9' 9" 9' 9' r 9" 1 (BOTTOM) 5'-0' OR IESb e• N/A N/A N/A r N/A 6' N/A 6' +55.0 -M.0 9' S' r e' 9' 7 1/2• 9' 9' 9` r 1 (1)OTTLHI) 61 N/A N/A NJA r N/A r N/A 6` N/A / k 2 (TOP) +55.0 -72.0 7'-6• TO 8'-8' 8' A- mkxftm B' 8" 8' 6' B• B' r B' 1 (BOTTOM)APPLICASUE TO AJD i (Si0 • S/r IM F6aH TOP O HHHWD CASE a (e10 • ]' 1YL rEr 1M O A,ICD SECTIONS k 11A70YUM PMEELL rRaHnE ro - - COMENYTIO. LiNGT/l 'L` (It.) PATaM aH. OF THEM +aB.z -a/.3 y 3• • R 2' a ,/Y z (607roM) Y-r OR LESS +57.8 -65.0 3• 3• a' .' 2 (BOTTOM) T-r OR LESS +SS.O -72.0 2 1/2' 2 1/2' 4" 3 t/Z' 2 (BOTTOM) T-e' OR Li55 +SS.O -72-D 7 1/2' 2 1/2' NIA NIA 2 (BOTTOM) 7'-6' TO 6'-0• -72.0 N/A N/A 3' - 3' 2 (80T'OMj 7'-8' TO B'-B• ,Wta•r ASJ Sow ,r IW4 ,nIPN Ir„INw •BWIRYr r,ww Pla]51MF IfAI•IC 1' (L) 70 wAE Oaa00N tP•N.j Lo lLTN,W) .66a -T20 r-f• a air ,A,e6t]® IGD N SE BEET tS i01 ANEAIOgS T,PE a SWAG G ra arsNLATNNB MO iM000 TRY[ BIIaO9N9 IIIIWRJA ANCHOR lACI,109 M0 11Pw1W EDGE 06TAI10E ARE RH00ATEO ON TITS SCHEORE. ra f0 l� TWIN aoiCATm ON fOIEDML WmU[[ ANCHOR SPACING BY IAa1RlYaM SPACING a,orN ON salmtxE n THE rLM[DeaO rAtiae, ra ilel OPOYn01, ro E FL)53eL1 RFDIIL4D SPId,r OBTANIEC LgW,O FACTOR 8N1LL NOT E LESS GAIN 11NMMN SPALlO 'ARO Poll fKN INC10R TYPE A AfIbCR6 LE6FID. rA•ml a ,x�ar Fu•IeAr2E r'•A� au-N .. w ••eWM sPAoIW 9"i a a 3 s a In .grmY,O Oa ] a a b ] Ra Na.) w W ] ] s ARMS. B9 ••E BBE14t) 2PDIBR 2 ,R' CD co CL go rmw. NuMcom _ $11111141 •• 14,11111111 •:,. :14 0 to A`I: .,L. Cto b Z VANNIVIA MAxarM wools 16>AG•10 NO co. - ] T/2' - Asa oE3IOI, TAvcoN a TAP-cav cNN-IN PANfLUATE rnwE ro rNawTe Pius sauD scr E ro PRE45HAE SECT0IM 6 a ,AL,MILA PANEL M1K TO m TO To it To ANY caMMIWNMal4 tE,ICn+ 1' (n.7 TO co•r3E,E CONCRETE To COfCETE CO•CETE TO CONCRETE t70110ETC To t:ONdlfl[ OONCRER to CO,NCIE,[ ,ANafT[ To OMW%7L NxWIOER or To"OC (P•/.) BLOCK 0.0CK B100t BLOC.0.0CL KOOt 8` N/A N/A N/A $' N/A $' N/A 6• N/A N/A N/A t (TOP) 6' a' N/A N/A $' N/A I N/A , (BOTTOM) 6' N/A N/A N/A 8• N/A $' N/A $" N/A N/A N/A 2 (TOP) 6' N/A N/A N/A $' N/A 3` N/A 3` N/A N/A N/A 2 (BORON) SS.S, -720 $' N/A N/A MIA 6' MIA 8' NJA It. N/A N/A MIA 3 k a (TOP) )T-5' TO B'-B` OR LESS fi• a` N/A N/A 8• 6'` 6" 6' $' 8' N/A N/A 3 (BOTTOM) $' N/A N/A N/A 8' N/A b' N/A r N/A N/A N/A 7 (TOP) 8' 4' N/A N/A r 6` fi" 6• b• 6' MIA N/A a k 7 (BOTTOM) N/A N/A 12 7/2' 6 1/1' /2 1/2' 8 1/a' fi l/a• 6 t/a' b l/a' 8 7/+' N/A N/A 5 (TOP/BOTTOM) 60OR .4, -33A N/A MIA 12 1/2' 6 1/1' 12 '/2' S //1• 6 1/4' 6 t/A' $ I/4' $ 1/4` N/A N/A 6 (TOP/BOTTOM) $'-6' TO I1'-2• 55,0. -72.0 N/A N/A 8 1/a' N/A 8 I/1' MIA, 8 Ile t/4' 81/4' 6 IJa' N/A N/A 8 (TOP/BOTTOM) 8'-8• TO IV-2' N/A N/A N/A N/A N/A N/A N/A N/A $ 1/." 6 1/4' 6 1/4' fi 1/4' B. 9. 70 (TOP) 43.4 -48.0 $� A. N/A N/A N/A N/A N/A N/A B' $' 8 1/4' 6 )/a' 8 (BORON) LESS 12'-4' OR L155 6• a• N/A MIA N/A N/A MIA N/A 6" 6' $ 1/4' 8 Ile (BORON) N/A N/A N/A MIA N/A N/A MIA N/A $ 1/4' 6 I/a' 6 Ile 1/1' 10 (BOTTOM) ly 01. . SEE fI1RE79 Ia If ANp it ra ANOOR TYPE k sPArJo F011 aNSUtU1RtNE ,Oro WQan FAIN[ NRAiDPa ,HPWY ANCHOR PACpIfi6 AMC IM6AI,Ir EDGE OaTA/w1 ARE NOrA/E0 ON 1W6 SCNEIIULG. F011 Ea tffi THAN PKNGTED ON SCHEDULE RAOUCE ANCHOR SPACING Br IaAIIPLYNq SOACING SNOwN ON 9CUEDUK o THE rouJMNe rACT019. ra THE OPWtTION TO E ra49NtE. REDUCED sPAno OIRARHED uSNO rALTOR SMALL NO E 1F35 t1YN le•9MRAI SPNO10 P0K'Afm i'011 EACH ANCHOR TYPE AT ANCIOPB L[OOID AND= DICE 1/+1 /p9 TrIpY _ tN1 caw - a V#-aw iiuili(inrnaariiF wK-u ,lan-r ,en +PAr,oe BANJO p") ] ] ] a : ,n 1 ••AarJr,,,o e.r.r sa ] ] ] a a a ,n Iaa,W.N ,1wr a1r $N ] s to /IQII rb AE ►At/0W a. - a 04 SHEEM- PANG LENGTH T REQUIRENo W01W OF PLATE a C STAGGERED W/ ALTERHATM SW D 91911 � o 2 W o C 0j CA O ' C 4 N i -L N d � •� L- .`Cy Q7 C �' V G � Q t • a` C .i1Ep A:....j. � uCENA :'•.!� FLORIDA BUILDING CODE (High V•t«Ny Nurrteone ion #,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION, Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D .em sr. s, s11ECT SS v r. >L >v tr ,)•M.a" an. M+o,c d q A�od' ns.)aaa-rM) 20-176 _... - .- DR:M.c ,a Cn C. cu Cn 2 INSTALLATION DETAILS FOR REGULAR PANELS ni & C174 INTO EXISTING WOOD STRUCTURES 110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS - 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po' I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m 1 i ExJfi7MlC W000 ,IPAOETI EI[6RNG WOOD IKAOEIt REOIARE'b"OE� -, I.j E%151RNC WOOD N[AGEIi r/R7.yar f )/a'1a/a• I _ r/rNyy' i 3r MR. � __..a.ic lJn. 1 _JNO M7r• I i I aAn•sno • nuT � • DiaW ana • wood "EAGER2 MOOD H61DFR 2 N; M REDUMEO--- Nn• �. REOUIRED sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON wane SHED a Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM' '" To a'Ns , Y"•. PANEL LENOTM ,/1Y-2Ar ai (SEE NOTE +) I Ny-20n' St (SEE ROTE t) ' i aaY"wsa P� ....-_� I E�ian•�uw/P " eN,R Sox I aFt• ' OF 1' OF 'l' MAN �3 ma� )0 t]r � �lJ'OM) : - i (._ , • i { ,� �- is J2'Oz.Ot. ) • ]/]r FA. - .. - - - EO , � n•N.] ' FA. 12 as ( Wts Mrr ,ra•PR L H i Ir+: ,AG scE,as 2•W4' tY000 ?U1E 11-10 PANEL.WTE PLUS 2'A• WOOD IWE 4 - 2'•4' WOW PU1E MN THREADEDREQUIRED O.0 w/ � , 7Po• YIOVV MED REdIEED -- PENETRATION AT ATE I, j PFNETIUtION • 1 t�5/Ut4 t��AG scREws - ' � ' T)IREIIOED I 'PEIK MT'oiML r��S��A.T �A�A� Al 4IOW0TN OF PLATE lfS�iYEJ u iallEa DIRECT uoUNi ygINSTALLATION SCALE]/s-f• reLYElb/I 'If.1CLB' SCALE 3/8-1 4A tlGEEi: I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF, BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓�� Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone) s NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F. TOP k BORON i1N MOUNC5 CAN BE COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m . . STREET rAi� (ss4)..-on �AAN NO, ffM./NONAUII[/MlE G-000Nta „rMl, r rr WA101 A a, P.E L�� , N 11, INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES . '•II I / , IP„ TIWRADED POE/MTRN ) m �usTNc wooD LtrADEP I EO/ - 1 ' v) E"0°°au+1En� i,j EEO�_� I - E°�_ !s I wall" WOOD ,fAEn WE11RlD REQUIRED O R ALTERNATIVE 1 ALTERNATIVE 2 t/t�•! I w0/iwi2 , oc I m WASs I EO' i �+ TO � � V L j Eoi ) Purz AEOU9® • I B %� ALTERNATIVE 3 ALTERNATIVE 4 U N YM• TE '- ' ^ 1'R/r1.•"T1•I kEeEo ►EEIEnYnoO.C. M / , In• V<laaK LONG srroe wAWMG r/ /V� t/.•.-2o.x• EE Ms. • s• oc cA � V vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■ iNWFADED PEI[TMTOM ro F,OST•0 WOOD PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED W� MOUNTING INSTALLATION "r"WTI UJ ALTERNATIVE I ENSF'�� 2 140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z ). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT � 4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a� 2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt• P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176 P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b: w, r •m a or a SHEET N0. SH 1.1 tl4II1, I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS UP TO +55.5, -720 PSF AND PANEL'S LENGTH UP TO B'-r 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO F# SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 DR EQUAL NLITE FOR Cd181NATtON OF SECTIONS: TOP h BORON MOUNTINGS CAN � COMBINED IN ANY WAY TO SUIT ANY INSTALLATION sn,Ds a LVEA,' OtER1AP T{17NU4D'P NEL TO HOLD P _ 1011 1 1 t' THIS) SEE SEE NTER)R PANEL END PANEL ®� SC1EOtAE SCHEDULE $1 SEE 7 - r - roll M•.. -FOR w.. r OR DIRECT 1A011111 A1MfIOR ANCHOR $CACAO SPACING -] DETAIL 1 :WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) SeALe 3/1r - I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (Q,Baf J AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT FOR INSTALLATIONS INTO CONCRETE i CONCRETE BLOCK STRUCTURES SG(1("i1L:it1�..W-4fl__IALLIIOIINT CONdj�J$_Tf1P k BDTTDM w/ n A 1/7' SPACING 1 $ �IDCAiION O ' AT END PANEL snAos a EYT3Rr , oIIER+LAP j ' INTFAIDR PANEL D4D PANEL ®A (xr B 1/a• SCHEDULE SCaE7RILF� ._ ]• YA/2AI FOR 4olgh qR sPASRw DETAIL 2 FLOOR MOUNTII+(p INSTALLATION (APPLCABLE TO SCHEDULE 21 SCALD: S/tr - 1` MAXIMUM A.S.D. DESIGN PRESSURE RING .B.f.1 AND CORRESPONDING MAXIMUM PANEL LENGTH 'Lr SCHEDULE jAPPLN•!�r ONLY m �4'CIfONS 1 a 2)NOIG. OTC FOR ._t_tT`i<±0(gA PwNt SYSTEM ON SLEET IS`. 00,64, NOW" Asn TATOII a' w-OL► CNAi1 p,NiO1MtE rOwt o w4t•I•R nos Ec�i �Ej r YNmUY PIIEL IRE$SUE m cow; [TE CONCRETE cor CETE �ro h �E m �E � caENMmN 11M9tN 1• tR7 MTNB a.l. wOCK BILGE BLOC[ 9LOCN isOOl OF TURFY r NJA N/A N/A 6' N/A B• MIA B' N/A 7 k 2 (TOP) +55.0. -72.0 p• 7• 9` 9' 9' 9" 9' 9' r 9" 1 (BOTTOM) 5'-0' OR IESb e• N/A N/A N/A r N/A 6' N/A 6' +55.0 -M.0 9' S' r e' 9' 7 1/2• 9' 9' 9` r 1 (1)OTTLHI) 61 N/A N/A NJA r N/A r N/A 6` N/A / k 2 (TOP) +55.0 -72.0 7'-6• TO 8'-8' 8' A- mkxftm B' 8" 8' 6' B• B' r B' 1 (BOTTOM)APPLICASUE TO AJD i (Si0 • S/r IM F6aH TOP O HHHWD CASE a (e10 • ]' 1YL rEr 1M O A,ICD SECTIONS k 11A70YUM PMEELL rRaHnE ro - - COMENYTIO. LiNGT/l 'L` (It.) PATaM aH. OF THEM +aB.z -a/.3 y 3• • R 2' a ,/Y z (607roM) Y-r OR LESS +57.8 -65.0 3• 3• a' .' 2 (BOTTOM) T-r OR LESS +SS.O -72.0 2 1/2' 2 1/2' 4" 3 t/Z' 2 (BOTTOM) T-e' OR Li55 +SS.O -72-D 7 1/2' 2 1/2' NIA NIA 2 (BOTTOM) 7'-6' TO 6'-0• -72.0 N/A N/A 3' - 3' 2 (80T'OMj 7'-8' TO B'-B• ,Wta•r ASJ Sow ,r IW4 ,nIPN Ir„INw •BWIRYr r,ww Pla]51MF IfAI•IC 1' (L) 70 wAE Oaa00N tP•N.j Lo lLTN,W) .66a -T20 r-f• a air ,A,e6t]® IGD N SE BEET tS i01 ANEAIOgS T,PE a SWAG G ra arsNLATNNB MO iM000 TRY[ BIIaO9N9 IIIIWRJA ANCHOR lACI,109 M0 11Pw1W EDGE 06TAI10E ARE RH00ATEO ON TITS SCHEORE. ra f0 l� TWIN aoiCATm ON fOIEDML WmU[[ ANCHOR SPACING BY IAa1RlYaM SPACING a,orN ON salmtxE n THE rLM[DeaO rAtiae, ra ilel OPOYn01, ro E FL)53eL1 RFDIIL4D SPId,r OBTANIEC LgW,O FACTOR 8N1LL NOT E LESS GAIN 11NMMN SPALlO 'ARO Poll fKN INC10R TYPE A AfIbCR6 LE6FID. rA•ml a ,x�ar Fu•IeAr2E r'•A� au-N .. w ••eWM sPAoIW 9"i a a 3 s a In .grmY,O Oa ] a a b ] Ra Na.) w W ] ] s ARMS. B9 ••E BBE14t) 2PDIBR 2 ,R' CD co CL go rmw. NuMcom _ $11111141 •• 14,11111111 •:,. :14 0 to A`I: .,L. Cto b Z VANNIVIA MAxarM wools 16>AG•10 NO co. - ] T/2' - Asa oE3IOI, TAvcoN a TAP-cav cNN-IN PANfLUATE rnwE ro rNawTe Pius sauD scr E ro PRE45HAE SECT0IM 6 a ,AL,MILA PANEL M1K TO m TO To it To ANY caMMIWNMal4 tE,ICn+ 1' (n.7 TO co•r3E,E CONCRETE To COfCETE CO•CETE TO CONCRETE t70110ETC To t:ONdlfl[ OONCRER to CO,NCIE,[ ,ANafT[ To OMW%7L NxWIOER or To"OC (P•/.) BLOCK 0.0CK B100t BLOC.0.0CL KOOt 8` N/A N/A N/A $' N/A $' N/A 6• N/A N/A N/A t (TOP) 6' a' N/A N/A $' N/A I N/A , (BOTTOM) 6' N/A N/A N/A 8• N/A $' N/A $" N/A N/A N/A 2 (TOP) 6' N/A N/A N/A $' N/A 3` N/A 3` N/A N/A N/A 2 (BORON) SS.S, -720 $' N/A N/A MIA 6' MIA 8' NJA It. N/A N/A MIA 3 k a (TOP) )T-5' TO B'-B` OR LESS fi• a` N/A N/A 8• 6'` 6" 6' $' 8' N/A N/A 3 (BOTTOM) $' N/A N/A N/A 8' N/A b' N/A r N/A N/A N/A 7 (TOP) 8' 4' N/A N/A r 6` fi" 6• b• 6' MIA N/A a k 7 (BOTTOM) N/A N/A 12 7/2' 6 1/1' /2 1/2' 8 1/a' fi l/a• 6 t/a' b l/a' 8 7/+' N/A N/A 5 (TOP/BOTTOM) 60OR .4, -33A N/A MIA 12 1/2' 6 1/1' 12 '/2' S //1• 6 1/4' 6 t/A' $ I/4' $ 1/4` N/A N/A 6 (TOP/BOTTOM) $'-6' TO I1'-2• 55,0. -72.0 N/A N/A 8 1/a' N/A 8 I/1' MIA, 8 Ile t/4' 81/4' 6 IJa' N/A N/A 8 (TOP/BOTTOM) 8'-8• TO IV-2' N/A N/A N/A N/A N/A N/A N/A N/A $ 1/." 6 1/4' 6 1/4' fi 1/4' B. 9. 70 (TOP) 43.4 -48.0 $� A. N/A N/A N/A N/A N/A N/A B' $' 8 1/4' 6 )/a' 8 (BORON) LESS 12'-4' OR L155 6• a• N/A MIA N/A N/A MIA N/A 6" 6' $ 1/4' 8 Ile (BORON) N/A N/A N/A MIA N/A N/A MIA N/A $ 1/4' 6 I/a' 6 Ile 1/1' 10 (BOTTOM) ly 01. . SEE fI1RE79 Ia If ANp it ra ANOOR TYPE k sPArJo F011 aNSUtU1RtNE ,Oro WQan FAIN[ NRAiDPa ,HPWY ANCHOR PACpIfi6 AMC IM6AI,Ir EDGE OaTA/w1 ARE NOrA/E0 ON 1W6 SCNEIIULG. F011 Ea tffi THAN PKNGTED ON SCHEDULE RAOUCE ANCHOR SPACING Br IaAIIPLYNq SOACING SNOwN ON 9CUEDUK o THE rouJMNe rACT019. ra THE OPWtTION TO E ra49NtE. REDUCED sPAno OIRARHED uSNO rALTOR SMALL NO E 1F35 t1YN le•9MRAI SPNO10 P0K'Afm i'011 EACH ANCHOR TYPE AT ANCIOPB L[OOID AND= DICE 1/+1 /p9 TrIpY _ tN1 caw - a V#-aw iiuili(inrnaariiF wK-u ,lan-r ,en +PAr,oe BANJO p") ] ] ] a : ,n 1 ••AarJr,,,o e.r.r sa ] ] ] a a a ,n Iaa,W.N ,1wr a1r $N ] s to /IQII rb AE ►At/0W a. - a 04 SHEEM- PANG LENGTH T REQUIRENo W01W OF PLATE a C STAGGERED W/ ALTERHATM SW D 91911 � o 2 W o C 0j CA O ' C 4 N i -L N d � •� L- .`Cy Q7 C �' V G � Q t • a` C .i1Ep A:....j. � uCENA :'•.!� FLORIDA BUILDING CODE (High V•t«Ny Nurrteone ion #,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION, Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D .em sr. s, s11ECT SS v r. >L >v tr ,)•M.a" an. M+o,c d q A�od' ns.)aaa-rM) 20-176 _... - .- DR:M.c ,a Cn C. cu Cn 2 INSTALLATION DETAILS FOR REGULAR PANELS ni & C174 INTO EXISTING WOOD STRUCTURES 110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS - 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po' I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m 1 i ExJfi7MlC W000 ,IPAOETI EI[6RNG WOOD IKAOEIt REOIARE'b"OE� -, I.j E%151RNC WOOD N[AGEIi r/R7.yar f )/a'1a/a• I _ r/rNyy' i 3r MR. � __..a.ic lJn. 1 _JNO M7r• I i I aAn•sno • nuT � • DiaW ana • wood "EAGER2 MOOD H61DFR 2 N; M REDUMEO--- Nn• �. REOUIRED sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON wane SHED a Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM' '" To a'Ns , Y"•. PANEL LENOTM ,/1Y-2Ar ai (SEE NOTE +) I Ny-20n' St (SEE ROTE t) ' i aaY"wsa P� ....-_� I E�ian•�uw/P " eN,R Sox I aFt• ' OF 1' OF 'l' MAN �3 ma� )0 t]r � �lJ'OM) : - i (._ , • i { ,� �- is J2'Oz.Ot. ) • ]/]r FA. - .. - - - EO , � n•N.] ' FA. 12 as ( Wts Mrr ,ra•PR L H i Ir+: ,AG scE,as 2•W4' tY000 ?U1E 11-10 PANEL.WTE PLUS 2'A• WOOD IWE 4 - 2'•4' WOW PU1E MN THREADEDREQUIRED O.0 w/ � , 7Po• YIOVV MED REdIEED -- PENETRATION AT ATE I, j PFNETIUtION • 1 t�5/Ut4 t��AG scREws - ' � ' T)IREIIOED I 'PEIK MT'oiML r��S��A.T �A�A� Al 4IOW0TN OF PLATE lfS�iYEJ u iallEa DIRECT uoUNi ygINSTALLATION SCALE]/s-f• reLYElb/I 'If.1CLB' SCALE 3/8-1 4A tlGEEi: I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF, BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓�� Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone) s NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F. TOP k BORON i1N MOUNC5 CAN BE COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m . . STREET rAi� (ss4)..-on �AAN NO, ffM./NONAUII[/MlE G-000Nta „rMl, r rr WA101 A a, P.E L�� , N 11, INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES . '•II I / , IP„ TIWRADED POE/MTRN ) m �usTNc wooD LtrADEP I EO/ - 1 ' v) E"0°°au+1En� i,j EEO�_� I - E°�_ !s I wall" WOOD ,fAEn WE11RlD REQUIRED O R ALTERNATIVE 1 ALTERNATIVE 2 t/t�•! I w0/iwi2 , oc I m WASs I EO' i �+ TO � � V L j Eoi ) Purz AEOU9® • I B %� ALTERNATIVE 3 ALTERNATIVE 4 U N YM• TE '- ' ^ 1'R/r1.•"T1•I kEeEo ►EEIEnYnoO.C. M / , In• V<laaK LONG srroe wAWMG r/ /V� t/.•.-2o.x• EE Ms. • s• oc cA � V vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■ iNWFADED PEI[TMTOM ro F,OST•0 WOOD PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED W� MOUNTING INSTALLATION "r"WTI UJ ALTERNATIVE I ENSF'�� 2 140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z ). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT � 4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a� 2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt• P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176 P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b: w, r •m a or a SHEET N0. SH 1.1 AJD i (Si0 • S/r IM F6aH TOP O HHHWD CASE a (e10 • ]' 1YL rEr 1M O A,ICD SECTIONS k 11A70YUM PMEELL rRaHnE ro - - COMENYTIO. LiNGT/l 'L` (It.) PATaM aH. OF THEM +aB.z -a/.3 y 3• • R 2' a ,/Y z (607roM) Y-r OR LESS +57.8 -65.0 3• 3• a' .' 2 (BOTTOM) T-r OR LESS +SS.O -72.0 2 1/2' 2 1/2' 4" 3 t/Z' 2 (BOTTOM) T-e' OR Li55 +SS.O -72-D 7 1/2' 2 1/2' NIA NIA 2 (BOTTOM) 7'-6' TO 6'-0• -72.0 N/A N/A 3' - 3' 2 (80T'OMj 7'-8' TO B'-B• ,Wta•r ASJ Sow ,r IW4 ,nIPN Ir„INw •BWIRYr r,ww Pla]51MF IfAI•IC 1' (L) 70 wAE Oaa00N tP•N.j Lo lLTN,W) .66a -T20 r-f• a air ,A,e6t]® IGD N SE BEET tS i01 ANEAIOgS T,PE a SWAG G ra arsNLATNNB MO iM000 TRY[ BIIaO9N9 IIIIWRJA ANCHOR lACI,109 M0 11Pw1W EDGE 06TAI10E ARE RH00ATEO ON TITS SCHEORE. ra f0 l� TWIN aoiCATm ON fOIEDML WmU[[ ANCHOR SPACING BY IAa1RlYaM SPACING a,orN ON salmtxE n THE rLM[DeaO rAtiae, ra ilel OPOYn01, ro E FL)53eL1 RFDIIL4D SPId,r OBTANIEC LgW,O FACTOR 8N1LL NOT E LESS GAIN 11NMMN SPALlO 'ARO Poll fKN INC10R TYPE A AfIbCR6 LE6FID. rA•ml a ,x�ar Fu•IeAr2E r'•A� au-N .. w ••eWM sPAoIW 9"i a a 3 s a In .grmY,O Oa ] a a b ] Ra Na.) w W ] ] s ARMS. B9 ••E BBE14t) 2PDIBR 2 ,R' CD co CL go rmw. NuMcom _ $11111141 •• 14,11111111 •:,. :14 0 to A`I: .,L. Cto b Z VANNIVIA MAxarM wools 16>AG•10 NO co. - ] T/2' - Asa oE3IOI, TAvcoN a TAP-cav cNN-IN PANfLUATE rnwE ro rNawTe Pius sauD scr E ro PRE45HAE SECT0IM 6 a ,AL,MILA PANEL M1K TO m TO To it To ANY caMMIWNMal4 tE,ICn+ 1' (n.7 TO co•r3E,E CONCRETE To COfCETE CO•CETE TO CONCRETE t70110ETC To t:ONdlfl[ OONCRER to CO,NCIE,[ ,ANafT[ To OMW%7L NxWIOER or To"OC (P•/.) BLOCK 0.0CK B100t BLOC.0.0CL KOOt 8` N/A N/A N/A $' N/A $' N/A 6• N/A N/A N/A t (TOP) 6' a' N/A N/A $' N/A I N/A , (BOTTOM) 6' N/A N/A N/A 8• N/A $' N/A $" N/A N/A N/A 2 (TOP) 6' N/A N/A N/A $' N/A 3` N/A 3` N/A N/A N/A 2 (BORON) SS.S, -720 $' N/A N/A MIA 6' MIA 8' NJA It. N/A N/A MIA 3 k a (TOP) )T-5' TO B'-B` OR LESS fi• a` N/A N/A 8• 6'` 6" 6' $' 8' N/A N/A 3 (BOTTOM) $' N/A N/A N/A 8' N/A b' N/A r N/A N/A N/A 7 (TOP) 8' 4' N/A N/A r 6` fi" 6• b• 6' MIA N/A a k 7 (BOTTOM) N/A N/A 12 7/2' 6 1/1' /2 1/2' 8 1/a' fi l/a• 6 t/a' b l/a' 8 7/+' N/A N/A 5 (TOP/BOTTOM) 60OR .4, -33A N/A MIA 12 1/2' 6 1/1' 12 '/2' S //1• 6 1/4' 6 t/A' $ I/4' $ 1/4` N/A N/A 6 (TOP/BOTTOM) $'-6' TO I1'-2• 55,0. -72.0 N/A N/A 8 1/a' N/A 8 I/1' MIA, 8 Ile t/4' 81/4' 6 IJa' N/A N/A 8 (TOP/BOTTOM) 8'-8• TO IV-2' N/A N/A N/A N/A N/A N/A N/A N/A $ 1/." 6 1/4' 6 1/4' fi 1/4' B. 9. 70 (TOP) 43.4 -48.0 $� A. N/A N/A N/A N/A N/A N/A B' $' 8 1/4' 6 )/a' 8 (BORON) LESS 12'-4' OR L155 6• a• N/A MIA N/A N/A MIA N/A 6" 6' $ 1/4' 8 Ile (BORON) N/A N/A N/A MIA N/A N/A MIA N/A $ 1/4' 6 I/a' 6 Ile 1/1' 10 (BOTTOM) ly 01. . SEE fI1RE79 Ia If ANp it ra ANOOR TYPE k sPArJo F011 aNSUtU1RtNE ,Oro WQan FAIN[ NRAiDPa ,HPWY ANCHOR PACpIfi6 AMC IM6AI,Ir EDGE OaTA/w1 ARE NOrA/E0 ON 1W6 SCNEIIULG. F011 Ea tffi THAN PKNGTED ON SCHEDULE RAOUCE ANCHOR SPACING Br IaAIIPLYNq SOACING SNOwN ON 9CUEDUK o THE rouJMNe rACT019. ra THE OPWtTION TO E ra49NtE. REDUCED sPAno OIRARHED uSNO rALTOR SMALL NO E 1F35 t1YN le•9MRAI SPNO10 P0K'Afm i'011 EACH ANCHOR TYPE AT ANCIOPB L[OOID AND= DICE 1/+1 /p9 TrIpY _ tN1 caw - a V#-aw iiuili(inrnaariiF wK-u ,lan-r ,en +PAr,oe BANJO p") ] ] ] a : ,n 1 ••AarJr,,,o e.r.r sa ] ] ] a a a ,n Iaa,W.N ,1wr a1r $N ] s to /IQII rb AE ►At/0W a. - a 04 SHEEM- PANG LENGTH T REQUIRENo W01W OF PLATE a C STAGGERED W/ ALTERHATM SW D 91911 � o 2 W o C 0j CA O ' C 4 N i -L N d � •� L- .`Cy Q7 C �' V G � Q t • a` C .i1Ep A:....j. � uCENA :'•.!� FLORIDA BUILDING CODE (High V•t«Ny Nurrteone ion #,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION, Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D .em sr. s, s11ECT SS v r. >L >v tr ,)•M.a" an. M+o,c d q A�od' ns.)aaa-rM) 20-176 _... - .- DR:M.c ,a Cn C. cu Cn 2 INSTALLATION DETAILS FOR REGULAR PANELS ni & C174 INTO EXISTING WOOD STRUCTURES 110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS - 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po' I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m 1 i ExJfi7MlC W000 ,IPAOETI EI[6RNG WOOD IKAOEIt REOIARE'b"OE� -, I.j E%151RNC WOOD N[AGEIi r/R7.yar f )/a'1a/a• I _ r/rNyy' i 3r MR. � __..a.ic lJn. 1 _JNO M7r• I i I aAn•sno • nuT � • DiaW ana • wood "EAGER2 MOOD H61DFR 2 N; M REDUMEO--- Nn• �. REOUIRED sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON wane SHED a Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM' '" To a'Ns , Y"•. PANEL LENOTM ,/1Y-2Ar ai (SEE NOTE +) I Ny-20n' St (SEE ROTE t) ' i aaY"wsa P� ....-_� I E�ian•�uw/P " eN,R Sox I aFt• ' OF 1' OF 'l' MAN �3 ma� )0 t]r � �lJ'OM) : - i (._ , • i { ,� �- is J2'Oz.Ot. ) • ]/]r FA. - .. - - - EO , � n•N.] ' FA. 12 as ( Wts Mrr ,ra•PR L H i Ir+: ,AG scE,as 2•W4' tY000 ?U1E 11-10 PANEL.WTE PLUS 2'A• WOOD IWE 4 - 2'•4' WOW PU1E MN THREADEDREQUIRED O.0 w/ � , 7Po• YIOVV MED REdIEED -- PENETRATION AT ATE I, j PFNETIUtION • 1 t�5/Ut4 t��AG scREws - ' � ' T)IREIIOED I 'PEIK MT'oiML r��S��A.T �A�A� Al 4IOW0TN OF PLATE lfS�iYEJ u iallEa DIRECT uoUNi ygINSTALLATION SCALE]/s-f• reLYElb/I 'If.1CLB' SCALE 3/8-1 4A tlGEEi: I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF, BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓�� Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone) s NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F. TOP k BORON i1N MOUNC5 CAN BE COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m . . STREET rAi� (ss4)..-on �AAN NO, ffM./NONAUII[/MlE G-000Nta „rMl, r rr WA101 A a, P.E L�� , N 11, INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES . '•II I / , IP„ TIWRADED POE/MTRN ) m �usTNc wooD LtrADEP I EO/ - 1 ' v) E"0°°au+1En� i,j EEO�_� I - E°�_ !s I wall" WOOD ,fAEn WE11RlD REQUIRED O R ALTERNATIVE 1 ALTERNATIVE 2 t/t�•! I w0/iwi2 , oc I m WASs I EO' i �+ TO � � V L j Eoi ) Purz AEOU9® • I B %� ALTERNATIVE 3 ALTERNATIVE 4 U N YM• TE '- ' ^ 1'R/r1.•"T1•I kEeEo ►EEIEnYnoO.C. M / , In• V<laaK LONG srroe wAWMG r/ /V� t/.•.-2o.x• EE Ms. • s• oc cA � V vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■ iNWFADED PEI[TMTOM ro F,OST•0 WOOD PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED W� MOUNTING INSTALLATION "r"WTI UJ ALTERNATIVE I ENSF'�� 2 140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z ). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT � 4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a� 2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt• P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176 P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b: w, r •m a or a SHEET N0. SH 1.1 ,Wta•r ASJ Sow ,r IW4 ,nIPN Ir„INw •BWIRYr r,ww Pla]51MF IfAI•IC 1' (L) 70 wAE Oaa00N tP•N.j Lo lLTN,W) .66a -T20 r-f• a air ,A,e6t]® IGD N SE BEET tS i01 ANEAIOgS T,PE a SWAG G ra arsNLATNNB MO iM000 TRY[ BIIaO9N9 IIIIWRJA ANCHOR lACI,109 M0 11Pw1W EDGE 06TAI10E ARE RH00ATEO ON TITS SCHEORE. ra f0 l� TWIN aoiCATm ON fOIEDML WmU[[ ANCHOR SPACING BY IAa1RlYaM SPACING a,orN ON salmtxE n THE rLM[DeaO rAtiae, ra ilel OPOYn01, ro E FL)53eL1 RFDIIL4D SPId,r OBTANIEC LgW,O FACTOR 8N1LL NOT E LESS GAIN 11NMMN SPALlO 'ARO Poll fKN INC10R TYPE A AfIbCR6 LE6FID. rA•ml a ,x�ar Fu•IeAr2E r'•A� au-N .. w ••eWM sPAoIW 9"i a a 3 s a In .grmY,O Oa ] a a b ] Ra Na.) w W ] ] s ARMS. B9 ••E BBE14t) 2PDIBR 2 ,R' CD co CL go rmw. NuMcom _ $11111141 •• 14,11111111 •:,. :14 0 to A`I: .,L. Cto b Z VANNIVIA MAxarM wools 16>AG•10 NO co. - ] T/2' - Asa oE3IOI, TAvcoN a TAP-cav cNN-IN PANfLUATE rnwE ro rNawTe Pius sauD scr E ro PRE45HAE SECT0IM 6 a ,AL,MILA PANEL M1K TO m TO To it To ANY caMMIWNMal4 tE,ICn+ 1' (n.7 TO co•r3E,E CONCRETE To COfCETE CO•CETE TO CONCRETE t70110ETC To t:ONdlfl[ OONCRER to CO,NCIE,[ ,ANafT[ To OMW%7L NxWIOER or To"OC (P•/.) BLOCK 0.0CK B100t BLOC.0.0CL KOOt 8` N/A N/A N/A $' N/A $' N/A 6• N/A N/A N/A t (TOP) 6' a' N/A N/A $' N/A I N/A , (BOTTOM) 6' N/A N/A N/A 8• N/A $' N/A $" N/A N/A N/A 2 (TOP) 6' N/A N/A N/A $' N/A 3` N/A 3` N/A N/A N/A 2 (BORON) SS.S, -720 $' N/A N/A MIA 6' MIA 8' NJA It. N/A N/A MIA 3 k a (TOP) )T-5' TO B'-B` OR LESS fi• a` N/A N/A 8• 6'` 6" 6' $' 8' N/A N/A 3 (BOTTOM) $' N/A N/A N/A 8' N/A b' N/A r N/A N/A N/A 7 (TOP) 8' 4' N/A N/A r 6` fi" 6• b• 6' MIA N/A a k 7 (BOTTOM) N/A N/A 12 7/2' 6 1/1' /2 1/2' 8 1/a' fi l/a• 6 t/a' b l/a' 8 7/+' N/A N/A 5 (TOP/BOTTOM) 60OR .4, -33A N/A MIA 12 1/2' 6 1/1' 12 '/2' S //1• 6 1/4' 6 t/A' $ I/4' $ 1/4` N/A N/A 6 (TOP/BOTTOM) $'-6' TO I1'-2• 55,0. -72.0 N/A N/A 8 1/a' N/A 8 I/1' MIA, 8 Ile t/4' 81/4' 6 IJa' N/A N/A 8 (TOP/BOTTOM) 8'-8• TO IV-2' N/A N/A N/A N/A N/A N/A N/A N/A $ 1/." 6 1/4' 6 1/4' fi 1/4' B. 9. 70 (TOP) 43.4 -48.0 $� A. N/A N/A N/A N/A N/A N/A B' $' 8 1/4' 6 )/a' 8 (BORON) LESS 12'-4' OR L155 6• a• N/A MIA N/A N/A MIA N/A 6" 6' $ 1/4' 8 Ile (BORON) N/A N/A N/A MIA N/A N/A MIA N/A $ 1/4' 6 I/a' 6 Ile 1/1' 10 (BOTTOM) ly 01. . SEE fI1RE79 Ia If ANp it ra ANOOR TYPE k sPArJo F011 aNSUtU1RtNE ,Oro WQan FAIN[ NRAiDPa ,HPWY ANCHOR PACpIfi6 AMC IM6AI,Ir EDGE OaTA/w1 ARE NOrA/E0 ON 1W6 SCNEIIULG. F011 Ea tffi THAN PKNGTED ON SCHEDULE RAOUCE ANCHOR SPACING Br IaAIIPLYNq SOACING SNOwN ON 9CUEDUK o THE rouJMNe rACT019. ra THE OPWtTION TO E ra49NtE. REDUCED sPAno OIRARHED uSNO rALTOR SMALL NO E 1F35 t1YN le•9MRAI SPNO10 P0K'Afm i'011 EACH ANCHOR TYPE AT ANCIOPB L[OOID AND= DICE 1/+1 /p9 TrIpY _ tN1 caw - a V#-aw iiuili(inrnaariiF wK-u ,lan-r ,en +PAr,oe BANJO p") ] ] ] a : ,n 1 ••AarJr,,,o e.r.r sa ] ] ] a a a ,n Iaa,W.N ,1wr a1r $N ] s to /IQII rb AE ►At/0W a. - a 04 SHEEM- PANG LENGTH T REQUIRENo W01W OF PLATE a C STAGGERED W/ ALTERHATM SW D 91911 � o 2 W o C 0j CA O ' C 4 N i -L N d � •� L- .`Cy Q7 C �' V G � Q t • a` C .i1Ep A:....j. � uCENA :'•.!� FLORIDA BUILDING CODE (High V•t«Ny Nurrteone ion #,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION, Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D .em sr. s, s11ECT SS v r. >L >v tr ,)•M.a" an. M+o,c d q A�od' ns.)aaa-rM) 20-176 _... - .- DR:M.c ,a Cn C. cu Cn 2 INSTALLATION DETAILS FOR REGULAR PANELS ni & C174 INTO EXISTING WOOD STRUCTURES 110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS - 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po' I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m 1 i ExJfi7MlC W000 ,IPAOETI EI[6RNG WOOD IKAOEIt REOIARE'b"OE� -, I.j E%151RNC WOOD N[AGEIi r/R7.yar f )/a'1a/a• I _ r/rNyy' i 3r MR. � __..a.ic lJn. 1 _JNO M7r• I i I aAn•sno • nuT � • DiaW ana • wood "EAGER2 MOOD H61DFR 2 N; M REDUMEO--- Nn• �. REOUIRED sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON wane SHED a Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM' '" To a'Ns , Y"•. PANEL LENOTM ,/1Y-2Ar ai (SEE NOTE +) I Ny-20n' St (SEE ROTE t) ' i aaY"wsa P� ....-_� I E�ian•�uw/P " eN,R Sox I aFt• ' OF 1' OF 'l' MAN �3 ma� )0 t]r � �lJ'OM) : - i (._ , • i { ,� �- is J2'Oz.Ot. ) • ]/]r FA. - .. - - - EO , � n•N.] ' FA. 12 as ( Wts Mrr ,ra•PR L H i Ir+: ,AG scE,as 2•W4' tY000 ?U1E 11-10 PANEL.WTE PLUS 2'A• WOOD IWE 4 - 2'•4' WOW PU1E MN THREADEDREQUIRED O.0 w/ � , 7Po• YIOVV MED REdIEED -- PENETRATION AT ATE I, j PFNETIUtION • 1 t�5/Ut4 t��AG scREws - ' � ' T)IREIIOED I 'PEIK MT'oiML r��S��A.T �A�A� Al 4IOW0TN OF PLATE lfS�iYEJ u iallEa DIRECT uoUNi ygINSTALLATION SCALE]/s-f• reLYElb/I 'If.1CLB' SCALE 3/8-1 4A tlGEEi: I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF, BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓�� Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone) s NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F. TOP k BORON i1N MOUNC5 CAN BE COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m . . STREET rAi� (ss4)..-on �AAN NO, ffM./NONAUII[/MlE G-000Nta „rMl, r rr WA101 A a, P.E L�� , N 11, INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES . '•II I / , IP„ TIWRADED POE/MTRN ) m �usTNc wooD LtrADEP I EO/ - 1 ' v) E"0°°au+1En� i,j EEO�_� I - E°�_ !s I wall" WOOD ,fAEn WE11RlD REQUIRED O R ALTERNATIVE 1 ALTERNATIVE 2 t/t�•! I w0/iwi2 , oc I m WASs I EO' i �+ TO � � V L j Eoi ) Purz AEOU9® • I B %� ALTERNATIVE 3 ALTERNATIVE 4 U N YM• TE '- ' ^ 1'R/r1.•"T1•I kEeEo ►EEIEnYnoO.C. M / , In• V<laaK LONG srroe wAWMG r/ /V� t/.•.-2o.x• EE Ms. • s• oc cA � V vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■ iNWFADED PEI[TMTOM ro F,OST•0 WOOD PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED W� MOUNTING INSTALLATION "r"WTI UJ ALTERNATIVE I ENSF'�� 2 140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z ). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT � 4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a� 2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt• P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176 P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b: w, r •m a or a SHEET N0. SH 1.1 SE BEET tS i01 ANEAIOgS T,PE a SWAG G ra arsNLATNNB MO iM000 TRY[ BIIaO9N9 IIIIWRJA ANCHOR lACI,109 M0 11Pw1W EDGE 06TAI10E ARE RH00ATEO ON TITS SCHEORE. ra f0 l� TWIN aoiCATm ON fOIEDML WmU[[ ANCHOR SPACING BY IAa1RlYaM SPACING a,orN ON salmtxE n THE rLM[DeaO rAtiae, ra ilel OPOYn01, ro E FL)53eL1 RFDIIL4D SPId,r OBTANIEC LgW,O FACTOR 8N1LL NOT E LESS GAIN 11NMMN SPALlO 'ARO Poll fKN INC10R TYPE A AfIbCR6 LE6FID. rA•ml a ,x�ar Fu•IeAr2E r'•A� au-N .. w ••eWM sPAoIW 9"i a a 3 s a In .grmY,O Oa ] a a b ] Ra Na.) w W ] ] s ARMS. B9 ••E BBE14t) 2PDIBR 2 ,R' CD co CL go rmw. NuMcom _ $11111141 •• 14,11111111 •:,. :14 0 to A`I: .,L. Cto b Z VANNIVIA MAxarM wools 16>AG•10 NO co. - ] T/2' - Asa oE3IOI, TAvcoN a TAP-cav cNN-IN PANfLUATE rnwE ro rNawTe Pius sauD scr E ro PRE45HAE SECT0IM 6 a ,AL,MILA PANEL M1K TO m TO To it To ANY caMMIWNMal4 tE,ICn+ 1' (n.7 TO co•r3E,E CONCRETE To COfCETE CO•CETE TO CONCRETE t70110ETC To t:ONdlfl[ OONCRER to CO,NCIE,[ ,ANafT[ To OMW%7L NxWIOER or To"OC (P•/.) BLOCK 0.0CK B100t BLOC.0.0CL KOOt 8` N/A N/A N/A $' N/A $' N/A 6• N/A N/A N/A t (TOP) 6' a' N/A N/A $' N/A I N/A , (BOTTOM) 6' N/A N/A N/A 8• N/A $' N/A $" N/A N/A N/A 2 (TOP) 6' N/A N/A N/A $' N/A 3` N/A 3` N/A N/A N/A 2 (BORON) SS.S, -720 $' N/A N/A MIA 6' MIA 8' NJA It. N/A N/A MIA 3 k a (TOP) )T-5' TO B'-B` OR LESS fi• a` N/A N/A 8• 6'` 6" 6' $' 8' N/A N/A 3 (BOTTOM) $' N/A N/A N/A 8' N/A b' N/A r N/A N/A N/A 7 (TOP) 8' 4' N/A N/A r 6` fi" 6• b• 6' MIA N/A a k 7 (BOTTOM) N/A N/A 12 7/2' 6 1/1' /2 1/2' 8 1/a' fi l/a• 6 t/a' b l/a' 8 7/+' N/A N/A 5 (TOP/BOTTOM) 60OR .4, -33A N/A MIA 12 1/2' 6 1/1' 12 '/2' S //1• 6 1/4' 6 t/A' $ I/4' $ 1/4` N/A N/A 6 (TOP/BOTTOM) $'-6' TO I1'-2• 55,0. -72.0 N/A N/A 8 1/a' N/A 8 I/1' MIA, 8 Ile t/4' 81/4' 6 IJa' N/A N/A 8 (TOP/BOTTOM) 8'-8• TO IV-2' N/A N/A N/A N/A N/A N/A N/A N/A $ 1/." 6 1/4' 6 1/4' fi 1/4' B. 9. 70 (TOP) 43.4 -48.0 $� A. N/A N/A N/A N/A N/A N/A B' $' 8 1/4' 6 )/a' 8 (BORON) LESS 12'-4' OR L155 6• a• N/A MIA N/A N/A MIA N/A 6" 6' $ 1/4' 8 Ile (BORON) N/A N/A N/A MIA N/A N/A MIA N/A $ 1/4' 6 I/a' 6 Ile 1/1' 10 (BOTTOM) ly 01. . SEE fI1RE79 Ia If ANp it ra ANOOR TYPE k sPArJo F011 aNSUtU1RtNE ,Oro WQan FAIN[ NRAiDPa ,HPWY ANCHOR PACpIfi6 AMC IM6AI,Ir EDGE OaTA/w1 ARE NOrA/E0 ON 1W6 SCNEIIULG. F011 Ea tffi THAN PKNGTED ON SCHEDULE RAOUCE ANCHOR SPACING Br IaAIIPLYNq SOACING SNOwN ON 9CUEDUK o THE rouJMNe rACT019. ra THE OPWtTION TO E ra49NtE. REDUCED sPAno OIRARHED uSNO rALTOR SMALL NO E 1F35 t1YN le•9MRAI SPNO10 P0K'Afm i'011 EACH ANCHOR TYPE AT ANCIOPB L[OOID AND= DICE 1/+1 /p9 TrIpY _ tN1 caw - a V#-aw iiuili(inrnaariiF wK-u ,lan-r ,en +PAr,oe BANJO p") ] ] ] a : ,n 1 ••AarJr,,,o e.r.r sa ] ] ] a a a ,n Iaa,W.N ,1wr a1r $N ] s to /IQII rb AE ►At/0W a. - a 04 SHEEM- PANG LENGTH T REQUIRENo W01W OF PLATE a C STAGGERED W/ ALTERHATM SW D 91911 � o 2 W o C 0j CA O ' C 4 N i -L N d � •� L- .`Cy Q7 C �' V G � Q t • a` C .i1Ep A:....j. � uCENA :'•.!� FLORIDA BUILDING CODE (High V•t«Ny Nurrteone ion #,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION, Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D .em sr. s, s11ECT SS v r. >L >v tr ,)•M.a" an. M+o,c d q A�od' ns.)aaa-rM) 20-176 _... - .- DR:M.c ,a Cn C. cu Cn 2 INSTALLATION DETAILS FOR REGULAR PANELS ni & C174 INTO EXISTING WOOD STRUCTURES 110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS - 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po' I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m 1 i ExJfi7MlC W000 ,IPAOETI EI[6RNG WOOD IKAOEIt REOIARE'b"OE� -, I.j E%151RNC WOOD N[AGEIi r/R7.yar f )/a'1a/a• I _ r/rNyy' i 3r MR. � __..a.ic lJn. 1 _JNO M7r• I i I aAn•sno • nuT � • DiaW ana • wood "EAGER2 MOOD H61DFR 2 N; M REDUMEO--- Nn• �. REOUIRED sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON wane SHED a Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM' '" To a'Ns , Y"•. PANEL LENOTM ,/1Y-2Ar ai (SEE NOTE +) I Ny-20n' St (SEE ROTE t) ' i aaY"wsa P� ....-_� I E�ian•�uw/P " eN,R Sox I aFt• ' OF 1' OF 'l' MAN �3 ma� )0 t]r � �lJ'OM) : - i (._ , • i { ,� �- is J2'Oz.Ot. ) • ]/]r FA. - .. - - - EO , � n•N.] ' FA. 12 as ( Wts Mrr ,ra•PR L H i Ir+: ,AG scE,as 2•W4' tY000 ?U1E 11-10 PANEL.WTE PLUS 2'A• WOOD IWE 4 - 2'•4' WOW PU1E MN THREADEDREQUIRED O.0 w/ � , 7Po• YIOVV MED REdIEED -- PENETRATION AT ATE I, j PFNETIUtION • 1 t�5/Ut4 t��AG scREws - ' � ' T)IREIIOED I 'PEIK MT'oiML r��S��A.T �A�A� Al 4IOW0TN OF PLATE lfS�iYEJ u iallEa DIRECT uoUNi ygINSTALLATION SCALE]/s-f• reLYElb/I 'If.1CLB' SCALE 3/8-1 4A tlGEEi: I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF, BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓�� Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone) s NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F. TOP k BORON i1N MOUNC5 CAN BE COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m . . STREET rAi� (ss4)..-on �AAN NO, ffM./NONAUII[/MlE G-000Nta „rMl, r rr WA101 A a, P.E L�� , N 11, INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES . '•II I / , IP„ TIWRADED POE/MTRN ) m �usTNc wooD LtrADEP I EO/ - 1 ' v) E"0°°au+1En� i,j EEO�_� I - E°�_ !s I wall" WOOD ,fAEn WE11RlD REQUIRED O R ALTERNATIVE 1 ALTERNATIVE 2 t/t�•! I w0/iwi2 , oc I m WASs I EO' i �+ TO � � V L j Eoi ) Purz AEOU9® • I B %� ALTERNATIVE 3 ALTERNATIVE 4 U N YM• TE '- ' ^ 1'R/r1.•"T1•I kEeEo ►EEIEnYnoO.C. M / , In• V<laaK LONG srroe wAWMG r/ /V� t/.•.-2o.x• EE Ms. • s• oc cA � V vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■ iNWFADED PEI[TMTOM ro F,OST•0 WOOD PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED W� MOUNTING INSTALLATION "r"WTI UJ ALTERNATIVE I ENSF'�� 2 140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z ). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT � 4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a� 2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt• P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176 P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b: w, r •m a or a SHEET N0. SH 1.1 CD co CL go rmw. NuMcom _ $11111141 •• 14,11111111 •:,. :14 0 to A`I: .,L. Cto b Z VANNIVIA MAxarM wools 16>AG•10 NO co. - ] T/2' - Asa oE3IOI, TAvcoN a TAP-cav cNN-IN PANfLUATE rnwE ro rNawTe Pius sauD scr E ro PRE45HAE SECT0IM 6 a ,AL,MILA PANEL M1K TO m TO To it To ANY caMMIWNMal4 tE,ICn+ 1' (n.7 TO co•r3E,E CONCRETE To COfCETE CO•CETE TO CONCRETE t70110ETC To t:ONdlfl[ OONCRER to CO,NCIE,[ ,ANafT[ To OMW%7L NxWIOER or To"OC (P•/.) BLOCK 0.0CK B100t BLOC.0.0CL KOOt 8` N/A N/A N/A $' N/A $' N/A 6• N/A N/A N/A t (TOP) 6' a' N/A N/A $' N/A I N/A , (BOTTOM) 6' N/A N/A N/A 8• N/A $' N/A $" N/A N/A N/A 2 (TOP) 6' N/A N/A N/A $' N/A 3` N/A 3` N/A N/A N/A 2 (BORON) SS.S, -720 $' N/A N/A MIA 6' MIA 8' NJA It. N/A N/A MIA 3 k a (TOP) )T-5' TO B'-B` OR LESS fi• a` N/A N/A 8• 6'` 6" 6' $' 8' N/A N/A 3 (BOTTOM) $' N/A N/A N/A 8' N/A b' N/A r N/A N/A N/A 7 (TOP) 8' 4' N/A N/A r 6` fi" 6• b• 6' MIA N/A a k 7 (BOTTOM) N/A N/A 12 7/2' 6 1/1' /2 1/2' 8 1/a' fi l/a• 6 t/a' b l/a' 8 7/+' N/A N/A 5 (TOP/BOTTOM) 60OR .4, -33A N/A MIA 12 1/2' 6 1/1' 12 '/2' S //1• 6 1/4' 6 t/A' $ I/4' $ 1/4` N/A N/A 6 (TOP/BOTTOM) $'-6' TO I1'-2• 55,0. -72.0 N/A N/A 8 1/a' N/A 8 I/1' MIA, 8 Ile t/4' 81/4' 6 IJa' N/A N/A 8 (TOP/BOTTOM) 8'-8• TO IV-2' N/A N/A N/A N/A N/A N/A N/A N/A $ 1/." 6 1/4' 6 1/4' fi 1/4' B. 9. 70 (TOP) 43.4 -48.0 $� A. N/A N/A N/A N/A N/A N/A B' $' 8 1/4' 6 )/a' 8 (BORON) LESS 12'-4' OR L155 6• a• N/A MIA N/A N/A MIA N/A 6" 6' $ 1/4' 8 Ile (BORON) N/A N/A N/A MIA N/A N/A MIA N/A $ 1/4' 6 I/a' 6 Ile 1/1' 10 (BOTTOM) ly 01. . SEE fI1RE79 Ia If ANp it ra ANOOR TYPE k sPArJo F011 aNSUtU1RtNE ,Oro WQan FAIN[ NRAiDPa ,HPWY ANCHOR PACpIfi6 AMC IM6AI,Ir EDGE OaTA/w1 ARE NOrA/E0 ON 1W6 SCNEIIULG. F011 Ea tffi THAN PKNGTED ON SCHEDULE RAOUCE ANCHOR SPACING Br IaAIIPLYNq SOACING SNOwN ON 9CUEDUK o THE rouJMNe rACT019. ra THE OPWtTION TO E ra49NtE. REDUCED sPAno OIRARHED uSNO rALTOR SMALL NO E 1F35 t1YN le•9MRAI SPNO10 P0K'Afm i'011 EACH ANCHOR TYPE AT ANCIOPB L[OOID AND= DICE 1/+1 /p9 TrIpY _ tN1 caw - a V#-aw iiuili(inrnaariiF wK-u ,lan-r ,en +PAr,oe BANJO p") ] ] ] a : ,n 1 ••AarJr,,,o e.r.r sa ] ] ] a a a ,n Iaa,W.N ,1wr a1r $N ] s to /IQII rb AE ►At/0W a. - a 04 SHEEM- PANG LENGTH T REQUIRENo W01W OF PLATE a C STAGGERED W/ ALTERHATM SW D 91911 � o 2 W o C 0j CA O ' C 4 N i -L N d � •� L- .`Cy Q7 C �' V G � Q t • a` C .i1Ep A:....j. � uCENA :'•.!� FLORIDA BUILDING CODE (High V•t«Ny Nurrteone ion #,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION, Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D .em sr. s, s11ECT SS v r. >L >v tr ,)•M.a" an. M+o,c d q A�od' ns.)aaa-rM) 20-176 _... - .- DR:M.c ,a Cn C. cu Cn 2 INSTALLATION DETAILS FOR REGULAR PANELS ni & C174 INTO EXISTING WOOD STRUCTURES 110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS - 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po' I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m 1 i ExJfi7MlC W000 ,IPAOETI EI[6RNG WOOD IKAOEIt REOIARE'b"OE� -, I.j E%151RNC WOOD N[AGEIi r/R7.yar f )/a'1a/a• I _ r/rNyy' i 3r MR. � __..a.ic lJn. 1 _JNO M7r• I i I aAn•sno • nuT � • DiaW ana • wood "EAGER2 MOOD H61DFR 2 N; M REDUMEO--- Nn• �. REOUIRED sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON wane SHED a Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM' '" To a'Ns , Y"•. PANEL LENOTM ,/1Y-2Ar ai (SEE NOTE +) I Ny-20n' St (SEE ROTE t) ' i aaY"wsa P� ....-_� I E�ian•�uw/P " eN,R Sox I aFt• ' OF 1' OF 'l' MAN �3 ma� )0 t]r � �lJ'OM) : - i (._ , • i { ,� �- is J2'Oz.Ot. ) • ]/]r FA. - .. - - - EO , � n•N.] ' FA. 12 as ( Wts Mrr ,ra•PR L H i Ir+: ,AG scE,as 2•W4' tY000 ?U1E 11-10 PANEL.WTE PLUS 2'A• WOOD IWE 4 - 2'•4' WOW PU1E MN THREADEDREQUIRED O.0 w/ � , 7Po• YIOVV MED REdIEED -- PENETRATION AT ATE I, j PFNETIUtION • 1 t�5/Ut4 t��AG scREws - ' � ' T)IREIIOED I 'PEIK MT'oiML r��S��A.T �A�A� Al 4IOW0TN OF PLATE lfS�iYEJ u iallEa DIRECT uoUNi ygINSTALLATION SCALE]/s-f• reLYElb/I 'If.1CLB' SCALE 3/8-1 4A tlGEEi: I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF, BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓�� Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone) s NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F. TOP k BORON i1N MOUNC5 CAN BE COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m . . STREET rAi� (ss4)..-on �AAN NO, ffM./NONAUII[/MlE G-000Nta „rMl, r rr WA101 A a, P.E L�� , N 11, INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES . '•II I / , IP„ TIWRADED POE/MTRN ) m �usTNc wooD LtrADEP I EO/ - 1 ' v) E"0°°au+1En� i,j EEO�_� I - E°�_ !s I wall" WOOD ,fAEn WE11RlD REQUIRED O R ALTERNATIVE 1 ALTERNATIVE 2 t/t�•! I w0/iwi2 , oc I m WASs I EO' i �+ TO � � V L j Eoi ) Purz AEOU9® • I B %� ALTERNATIVE 3 ALTERNATIVE 4 U N YM• TE '- ' ^ 1'R/r1.•"T1•I kEeEo ►EEIEnYnoO.C. M / , In• V<laaK LONG srroe wAWMG r/ /V� t/.•.-2o.x• EE Ms. • s• oc cA � V vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■ iNWFADED PEI[TMTOM ro F,OST•0 WOOD PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED W� MOUNTING INSTALLATION "r"WTI UJ ALTERNATIVE I ENSF'�� 2 140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z ). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT � 4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a� 2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt• P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176 P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b: w, r •m a or a SHEET N0. SH 1.1 SEE fI1RE79 Ia If ANp it ra ANOOR TYPE k sPArJo F011 aNSUtU1RtNE ,Oro WQan FAIN[ NRAiDPa ,HPWY ANCHOR PACpIfi6 AMC IM6AI,Ir EDGE OaTA/w1 ARE NOrA/E0 ON 1W6 SCNEIIULG. F011 Ea tffi THAN PKNGTED ON SCHEDULE RAOUCE ANCHOR SPACING Br IaAIIPLYNq SOACING SNOwN ON 9CUEDUK o THE rouJMNe rACT019. ra THE OPWtTION TO E ra49NtE. REDUCED sPAno OIRARHED uSNO rALTOR SMALL NO E 1F35 t1YN le•9MRAI SPNO10 P0K'Afm i'011 EACH ANCHOR TYPE AT ANCIOPB L[OOID AND= DICE 1/+1 /p9 TrIpY _ tN1 caw - a V#-aw iiuili(inrnaariiF wK-u ,lan-r ,en +PAr,oe BANJO p") ] ] ] a : ,n 1 ••AarJr,,,o e.r.r sa ] ] ] a a a ,n Iaa,W.N ,1wr a1r $N ] s to /IQII rb AE ►At/0W a. - a 04 SHEEM- PANG LENGTH T REQUIRENo W01W OF PLATE a C STAGGERED W/ ALTERHATM SW D 91911 � o 2 W o C 0j CA O ' C 4 N i -L N d � •� L- .`Cy Q7 C �' V G � Q t • a` C .i1Ep A:....j. � uCENA :'•.!� FLORIDA BUILDING CODE (High V•t«Ny Nurrteone ion #,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION, Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D .em sr. s, s11ECT SS v r. >L >v tr ,)•M.a" an. M+o,c d q A�od' ns.)aaa-rM) 20-176 _... - .- DR:M.c ,a Cn C. cu Cn 2 INSTALLATION DETAILS FOR REGULAR PANELS ni & C174 INTO EXISTING WOOD STRUCTURES 110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS - 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po' I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m 1 i ExJfi7MlC W000 ,IPAOETI EI[6RNG WOOD IKAOEIt REOIARE'b"OE� -, I.j E%151RNC WOOD N[AGEIi r/R7.yar f )/a'1a/a• I _ r/rNyy' i 3r MR. � __..a.ic lJn. 1 _JNO M7r• I i I aAn•sno • nuT � • DiaW ana • wood "EAGER2 MOOD H61DFR 2 N; M REDUMEO--- Nn• �. REOUIRED sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON wane SHED a Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM' '" To a'Ns , Y"•. PANEL LENOTM ,/1Y-2Ar ai (SEE NOTE +) I Ny-20n' St (SEE ROTE t) ' i aaY"wsa P� ....-_� I E�ian•�uw/P " eN,R Sox I aFt• ' OF 1' OF 'l' MAN �3 ma� )0 t]r � �lJ'OM) : - i (._ , • i { ,� �- is J2'Oz.Ot. ) • ]/]r FA. - .. - - - EO , � n•N.] ' FA. 12 as ( Wts Mrr ,ra•PR L H i Ir+: ,AG scE,as 2•W4' tY000 ?U1E 11-10 PANEL.WTE PLUS 2'A• WOOD IWE 4 - 2'•4' WOW PU1E MN THREADEDREQUIRED O.0 w/ � , 7Po• YIOVV MED REdIEED -- PENETRATION AT ATE I, j PFNETIUtION • 1 t�5/Ut4 t��AG scREws - ' � ' T)IREIIOED I 'PEIK MT'oiML r��S��A.T �A�A� Al 4IOW0TN OF PLATE lfS�iYEJ u iallEa DIRECT uoUNi ygINSTALLATION SCALE]/s-f• reLYElb/I 'If.1CLB' SCALE 3/8-1 4A tlGEEi: I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF, BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓�� Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone) s NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F. TOP k BORON i1N MOUNC5 CAN BE COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m . . STREET rAi� (ss4)..-on �AAN NO, ffM./NONAUII[/MlE G-000Nta „rMl, r rr WA101 A a, P.E L�� , N 11, INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES . '•II I / , IP„ TIWRADED POE/MTRN ) m �usTNc wooD LtrADEP I EO/ - 1 ' v) E"0°°au+1En� i,j EEO�_� I - E°�_ !s I wall" WOOD ,fAEn WE11RlD REQUIRED O R ALTERNATIVE 1 ALTERNATIVE 2 t/t�•! I w0/iwi2 , oc I m WASs I EO' i �+ TO � � V L j Eoi ) Purz AEOU9® • I B %� ALTERNATIVE 3 ALTERNATIVE 4 U N YM• TE '- ' ^ 1'R/r1.•"T1•I kEeEo ►EEIEnYnoO.C. M / , In• V<laaK LONG srroe wAWMG r/ /V� t/.•.-2o.x• EE Ms. • s• oc cA � V vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■ iNWFADED PEI[TMTOM ro F,OST•0 WOOD PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED W� MOUNTING INSTALLATION "r"WTI UJ ALTERNATIVE I ENSF'�� 2 140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z ). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT � 4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a� 2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt• P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176 P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b: w, r •m a or a SHEET N0. SH 1.1 � o 2 W o C 0j CA O ' C 4 N i -L N d � •� L- .`Cy Q7 C �' V G � Q t • a` C .i1Ep A:....j. � uCENA :'•.!� FLORIDA BUILDING CODE (High V•t«Ny Nurrteone ion #,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION, Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D .em sr. s, s11ECT SS v r. >L >v tr ,)•M.a" an. M+o,c d q A�od' ns.)aaa-rM) 20-176 _... - .- DR:M.c ,a Cn C. cu Cn 2 INSTALLATION DETAILS FOR REGULAR PANELS ni & C174 INTO EXISTING WOOD STRUCTURES 110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS - 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po' I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m 1 i ExJfi7MlC W000 ,IPAOETI EI[6RNG WOOD IKAOEIt REOIARE'b"OE� -, I.j E%151RNC WOOD N[AGEIi r/R7.yar f )/a'1a/a• I _ r/rNyy' i 3r MR. � __..a.ic lJn. 1 _JNO M7r• I i I aAn•sno • nuT � • DiaW ana • wood "EAGER2 MOOD H61DFR 2 N; M REDUMEO--- Nn• �. REOUIRED sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON wane SHED a Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM' '" To a'Ns , Y"•. PANEL LENOTM ,/1Y-2Ar ai (SEE NOTE +) I Ny-20n' St (SEE ROTE t) ' i aaY"wsa P� ....-_� I E�ian•�uw/P " eN,R Sox I aFt• ' OF 1' OF 'l' MAN �3 ma� )0 t]r � �lJ'OM) : - i (._ , • i { ,� �- is J2'Oz.Ot. ) • ]/]r FA. - .. - - - EO , � n•N.] ' FA. 12 as ( Wts Mrr ,ra•PR L H i Ir+: ,AG scE,as 2•W4' tY000 ?U1E 11-10 PANEL.WTE PLUS 2'A• WOOD IWE 4 - 2'•4' WOW PU1E MN THREADEDREQUIRED O.0 w/ � , 7Po• YIOVV MED REdIEED -- PENETRATION AT ATE I, j PFNETIUtION • 1 t�5/Ut4 t��AG scREws - ' � ' T)IREIIOED I 'PEIK MT'oiML r��S��A.T �A�A� Al 4IOW0TN OF PLATE lfS�iYEJ u iallEa DIRECT uoUNi ygINSTALLATION SCALE]/s-f• reLYElb/I 'If.1CLB' SCALE 3/8-1 4A tlGEEi: I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF, BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓�� Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone) s NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F. TOP k BORON i1N MOUNC5 CAN BE COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m . . STREET rAi� (ss4)..-on �AAN NO, ffM./NONAUII[/MlE G-000Nta „rMl, r rr WA101 A a, P.E L�� , N 11, INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES . '•II I / , IP„ TIWRADED POE/MTRN ) m �usTNc wooD LtrADEP I EO/ - 1 ' v) E"0°°au+1En� i,j EEO�_� I - E°�_ !s I wall" WOOD ,fAEn WE11RlD REQUIRED O R ALTERNATIVE 1 ALTERNATIVE 2 t/t�•! I w0/iwi2 , oc I m WASs I EO' i �+ TO � � V L j Eoi ) Purz AEOU9® • I B %� ALTERNATIVE 3 ALTERNATIVE 4 U N YM• TE '- ' ^ 1'R/r1.•"T1•I kEeEo ►EEIEnYnoO.C. M / , In• V<laaK LONG srroe wAWMG r/ /V� t/.•.-2o.x• EE Ms. • s• oc cA � V vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■ iNWFADED PEI[TMTOM ro F,OST•0 WOOD PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED W� MOUNTING INSTALLATION "r"WTI UJ ALTERNATIVE I ENSF'�� 2 140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z ). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT � 4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a� 2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt• P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176 P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b: w, r •m a or a SHEET N0. SH 1.1 .i1Ep A:....j. � uCENA :'•.!� FLORIDA BUILDING CODE (High V•t«Ny Nurrteone ion #,' No. 4167 20 GAGE FFALVANRED STEEL STORY PANEL ORION, Z. 11LIECO. GLOBAL PROTECTION PRODUCTS, U.C. A/'4/601D .em sr. s, s11ECT SS v r. >L >v tr ,)•M.a" an. M+o,c d q A�od' ns.)aaa-rM) 20-176 _... - .- DR:M.c ,a Cn C. cu Cn 2 INSTALLATION DETAILS FOR REGULAR PANELS ni & C174 INTO EXISTING WOOD STRUCTURES 110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS - 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po' I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m 1 i ExJfi7MlC W000 ,IPAOETI EI[6RNG WOOD IKAOEIt REOIARE'b"OE� -, I.j E%151RNC WOOD N[AGEIi r/R7.yar f )/a'1a/a• I _ r/rNyy' i 3r MR. � __..a.ic lJn. 1 _JNO M7r• I i I aAn•sno • nuT � • DiaW ana • wood "EAGER2 MOOD H61DFR 2 N; M REDUMEO--- Nn• �. REOUIRED sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON wane SHED a Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM' '" To a'Ns , Y"•. PANEL LENOTM ,/1Y-2Ar ai (SEE NOTE +) I Ny-20n' St (SEE ROTE t) ' i aaY"wsa P� ....-_� I E�ian•�uw/P " eN,R Sox I aFt• ' OF 1' OF 'l' MAN �3 ma� )0 t]r � �lJ'OM) : - i (._ , • i { ,� �- is J2'Oz.Ot. ) • ]/]r FA. - .. - - - EO , � n•N.] ' FA. 12 as ( Wts Mrr ,ra•PR L H i Ir+: ,AG scE,as 2•W4' tY000 ?U1E 11-10 PANEL.WTE PLUS 2'A• WOOD IWE 4 - 2'•4' WOW PU1E MN THREADEDREQUIRED O.0 w/ � , 7Po• YIOVV MED REdIEED -- PENETRATION AT ATE I, j PFNETIUtION • 1 t�5/Ut4 t��AG scREws - ' � ' T)IREIIOED I 'PEIK MT'oiML r��S��A.T �A�A� Al 4IOW0TN OF PLATE lfS�iYEJ u iallEa DIRECT uoUNi ygINSTALLATION SCALE]/s-f• reLYElb/I 'If.1CLB' SCALE 3/8-1 4A tlGEEi: I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF, BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓�� Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone) s NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F. TOP k BORON i1N MOUNC5 CAN BE COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m . . STREET rAi� (ss4)..-on �AAN NO, ffM./NONAUII[/MlE G-000Nta „rMl, r rr WA101 A a, P.E L�� , N 11, INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES . '•II I / , IP„ TIWRADED POE/MTRN ) m �usTNc wooD LtrADEP I EO/ - 1 ' v) E"0°°au+1En� i,j EEO�_� I - E°�_ !s I wall" WOOD ,fAEn WE11RlD REQUIRED O R ALTERNATIVE 1 ALTERNATIVE 2 t/t�•! I w0/iwi2 , oc I m WASs I EO' i �+ TO � � V L j Eoi ) Purz AEOU9® • I B %� ALTERNATIVE 3 ALTERNATIVE 4 U N YM• TE '- ' ^ 1'R/r1.•"T1•I kEeEo ►EEIEnYnoO.C. M / , In• V<laaK LONG srroe wAWMG r/ /V� t/.•.-2o.x• EE Ms. • s• oc cA � V vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■ iNWFADED PEI[TMTOM ro F,OST•0 WOOD PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED W� MOUNTING INSTALLATION "r"WTI UJ ALTERNATIVE I ENSF'�� 2 140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z ). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT � 4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a� 2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt• P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176 P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b: w, r •m a or a SHEET N0. SH 1.1 INSTALLATION DETAILS FOR REGULAR PANELS ni & C174 INTO EXISTING WOOD STRUCTURES 110 PANf3wA7E PLUS J - j_F 1.-10 pA11EL1MTE PLUS Ia-f0 PAfE1WTE PLUS - 1 �.-a)/s' O.C. w/ , 7Po' 1 � s 1 P O.G WJ 1 7/B' �. - � a t/1• at. w/ t 7Po' I THREADED POETM110N TO ' ! PE3871M7ION To woo) Nt,EFA�R 7tNfADED PfNETRAl10N m 1 i ExJfi7MlC W000 ,IPAOETI EI[6RNG WOOD IKAOEIt REOIARE'b"OE� -, I.j E%151RNC WOOD N[AGEIi r/R7.yar f )/a'1a/a• I _ r/rNyy' i 3r MR. � __..a.ic lJn. 1 _JNO M7r• I i I aAn•sno • nuT � • DiaW ana • wood "EAGER2 MOOD H61DFR 2 N; M REDUMEO--- Nn• �. REOUIRED sa 11O9GUE ON sa sOmILL ON ' I fa sOEot•E ON wane SHED a Iw Man. I11'ra IRL 9fPPIr,T1oN FGN M.. sEPAYTKM' '" To a'Ns , Y"•. PANEL LENOTM ,/1Y-2Ar ai (SEE NOTE +) I Ny-20n' St (SEE ROTE t) ' i aaY"wsa P� ....-_� I E�ian•�uw/P " eN,R Sox I aFt• ' OF 1' OF 'l' MAN �3 ma� )0 t]r � �lJ'OM) : - i (._ , • i { ,� �- is J2'Oz.Ot. ) • ]/]r FA. - .. - - - EO , � n•N.] ' FA. 12 as ( Wts Mrr ,ra•PR L H i Ir+: ,AG scE,as 2•W4' tY000 ?U1E 11-10 PANEL.WTE PLUS 2'A• WOOD IWE 4 - 2'•4' WOW PU1E MN THREADEDREQUIRED O.0 w/ � , 7Po• YIOVV MED REdIEED -- PENETRATION AT ATE I, j PFNETIUtION • 1 t�5/Ut4 t��AG scREws - ' � ' T)IREIIOED I 'PEIK MT'oiML r��S��A.T �A�A� Al 4IOW0TN OF PLATE lfS�iYEJ u iallEa DIRECT uoUNi ygINSTALLATION SCALE]/s-f• reLYElb/I 'If.1CLB' SCALE 3/8-1 4A tlGEEi: I. INSTALLATIONS FOR ALTERNATIVES 6W, DW It 1(TW ONLY VALID FOR YIIIIIHHIyAF, BUILDINGS; �A.UP '(OESIG 4LOAD5 UP TO +43,B, -.y,0 P.s.l. AND C NSC/l✓�� Z FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Y PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR COWL _ •�: �% E •• � FLORIDA BUILDING CODE (High Velocity Hu cone Zone) s NE1Tr FOR cOr-AMamN N0. 41 •:*'� vmo RTLco. rc 20 OAOE GALVANIZED STEEL STORY PANEL ��F. TOP k BORON i1N MOUNC5 CAN BE COMBINED IN ANY WAY TO SUIT ANY � '0•'• GLOBAL PROTECTION PRODUCTS, I.I.C. O„C INSTALLATION. • 90FS _ ' FC ITIIp '�LILj IL E C O EMCam S.W. m . . STREET rAi� (ss4)..-on �AAN NO, ffM./NONAUII[/MlE G-000Nta „rMl, r rr WA101 A a, P.E L�� , N 11, INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES . '•II I / , IP„ TIWRADED POE/MTRN ) m �usTNc wooD LtrADEP I EO/ - 1 ' v) E"0°°au+1En� i,j EEO�_� I - E°�_ !s I wall" WOOD ,fAEn WE11RlD REQUIRED O R ALTERNATIVE 1 ALTERNATIVE 2 t/t�•! I w0/iwi2 , oc I m WASs I EO' i �+ TO � � V L j Eoi ) Purz AEOU9® • I B %� ALTERNATIVE 3 ALTERNATIVE 4 U N YM• TE '- ' ^ 1'R/r1.•"T1•I kEeEo ►EEIEnYnoO.C. M / , In• V<laaK LONG srroe wAWMG r/ /V� t/.•.-2o.x• EE Ms. • s• oc cA � V vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■ iNWFADED PEI[TMTOM ro F,OST•0 WOOD PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED W� MOUNTING INSTALLATION "r"WTI UJ ALTERNATIVE I ENSF'�� 2 140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z ). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT � 4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a� 2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt• P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176 P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b: w, r •m a or a SHEET N0. SH 1.1 N 11, INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES . '•II I / , IP„ TIWRADED POE/MTRN ) m �usTNc wooD LtrADEP I EO/ - 1 ' v) E"0°°au+1En� i,j EEO�_� I - E°�_ !s I wall" WOOD ,fAEn WE11RlD REQUIRED O R ALTERNATIVE 1 ALTERNATIVE 2 t/t�•! I w0/iwi2 , oc I m WASs I EO' i �+ TO � � V L j Eoi ) Purz AEOU9® • I B %� ALTERNATIVE 3 ALTERNATIVE 4 U N YM• TE '- ' ^ 1'R/r1.•"T1•I kEeEo ►EEIEnYnoO.C. M / , In• V<laaK LONG srroe wAWMG r/ /V� t/.•.-2o.x• EE Ms. • s• oc cA � V vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■ iNWFADED PEI[TMTOM ro F,OST•0 WOOD PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED W� MOUNTING INSTALLATION "r"WTI UJ ALTERNATIVE I ENSF'�� 2 140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z ). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT � 4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a� 2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt• P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176 P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b: w, r •m a or a SHEET N0. SH 1.1 11, INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM j 1/IY uc acEN6 • r o.a •/ J¢JTO EXISTING WOOD STRUCTURES . '•II I / , IP„ TIWRADED POE/MTRN ) m �usTNc wooD LtrADEP I EO/ - 1 ' v) E"0°°au+1En� i,j EEO�_� I - E°�_ !s I wall" WOOD ,fAEn WE11RlD REQUIRED O R ALTERNATIVE 1 ALTERNATIVE 2 t/t�•! I w0/iwi2 , oc I m WASs I EO' i �+ TO � � V L j Eoi ) Purz AEOU9® • I B %� ALTERNATIVE 3 ALTERNATIVE 4 U N YM• TE '- ' ^ 1'R/r1.•"T1•I kEeEo ►EEIEnYnoO.C. M / , In• V<laaK LONG srroe wAWMG r/ /V� t/.•.-2o.x• EE Ms. • s• oc cA � V vr•-ao NwnMAa rowE W or ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS � M PAIioNwn Purl •roe. r/ 1 ,n' •a. erAlc ]R' - 11 6 ■ ■ iNWFADED PEI[TMTOM ro F,OST•0 WOOD PUR NOE sArItER ,I,ALTa Not snOWr, ra ,]AWED W� MOUNTING INSTALLATION "r"WTI UJ ALTERNATIVE I ENSF'�� 2 140. ? T FLORIDA BIRLDiNG CODE (High V•I«N NuMnan• Zone emto RIQa Pc 20 GAGE GALVANIZED STEEL STORY PANEL 1„lax F, Z ). INGTAILATO,M ARE ONLY VAte ra 8416.GPNCS WIN AS.D. DESIGN LAWS LIP TO S •O••. sT � 4553. -n.O aw AND MEL•s LENGTH LIP m a'-r. y9� •. FC R)p� ''• AL PROTECTION PRODUCTS. LLC. r/a� 2 ra ,E,T wnoG /wr1E CO•NS7W11CiM•A W000 NLDIemS ro E souTNON ti, F�: ••••• •••• IL E C O LNG. Hem S.r, 6, sNaT Z PPE No. ]. W/ lPEOFC EMIT' W 0.53 OR EQUAL DIME. A- wt• P1Hoe NWMea-7a•a FAP: tw)r-sea] ZO-176 P [ RA/wawATtRa/GAR 4 • .,sae •r r NNYaNF b: w, r •m a or a SHEET N0. SH 1.1 ANCHORS (SEE S1 CTIONS ON SHEETS 17. 1& 19 & 20) - 3" MAX. 307. 44/17. 14/14 311/17, 49/17. WIS. 3ON MAX D.M.o, I - Lffl _. GWIII. 7MI19 & IAW120 sesps. ?W/19 A 00/20 1. M. _ O 0 0 0 0 0 11 MON. I- WIN, ANCHORS (SEE SE:71IONS ON SHEETS 17. 18. 10 & 20) OPTION G FOR LIFE SAFETY STORM PANEL(I ELEVATION SCAUE 3/16'-1* 2" -01 ON. IN!". -1. mW WUJII, UE svyft IKMM 1a) MAR. SECTION A -A SCALE 31IC-l' F.10.4171117 W-VA sm 614-1 Lei Z M11:4 *-*9j, M:7_1 I I 1h I elffflm AWX TTV "T 4014:1,11METMISIM, No. 44167 z MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (ft.) TO GLASS CONDITION RATING (p.s.f.) (SEE SECTIONS) +55.0, -72.0 a. -a. 2 3/4- UNBOLTED A MAX_ PANELLENqIH SEE SCHEDULE) I tim ILT0,01 K. " "" GALVANIZED STEEL STORM PANEL I DWI", IM, _C0 - R \ QM& PROTECTION PRODUCTS, U.C.1 WE L_ . c OWN. OL - R E_&_5MiNM 20-176 Me. Wee AePee. . .1. .,:t PRO --1- INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO USTING WOOD STRUCTURES �E= HEADER WOOD HI: 1/4-. TAPCON e Ir D.C. W4-0 TAPCON a r D.C. 'Call" FORLADED WAM wc,"Ir ;,m T"'I'm X1/2 p WOOD wow T�RIMIN AT WOOD HEADER HEADER HEADER HEADER 1/2* -12- )j, 1/2' 1/4- j Most 2' T .3 •L• CLASS a"suen Well, CLASS-t- AE PANEL UENOW ON leer, G) PANE LENGTH slaty 10) I j (SEE NOTE (SEE NOTE I BELO#) PAW, LENGTH INISIM MANMOIN' FAKL LENGTH TO em (SEE Nw� I SELON) TO QW (SEE NOTE I KID*) CLASS tax sadv" CROL Weeks SIS, M.S. W? 7/0"d 3/371* 7/jr* . 5/32" WING No WIND PLO L 4.. Al IRA THRLDEG s FEMETIMSM AT of -1 _0 CO. - 1/4,* W/ cow i J3,r N.7 /nt4WW !710^. 3/32' WING WA• 121 oc L.WkSHER DICHOND) HUI 111 12 4/2' O.0 OD. ,NY IAPCON 0 Ir 01C r WIN. THREAM W/ sm) AD) BOk AT Md1W0TH QMt THREADED 4 , p : I w MIDIRDTH =T.M1 erAMM - - - raao LATE PLATE OF PLATE OF PLATE t=w PLATE •PLATE RCOLWWALL JKII M AM WALL MOUNTING INSTALLATION WALL ALTERNATIVE arm 70WW am "a-UHMS 6904M SCALE 3/Ir-I, • LIFE MSAFIETY PANEL WGIMPROWL 0 LWIE SAMY PANEL SCALE 3/8--l- 01 WALE 318-- I. SCALE 3/r.i' 1k. T FLORIDA BUILDING CODE (169h Velocity Nu cam Zone)l :,*WN.AATONS ARE MY 101.0 FOR BUILDINGS WITH AS.D. DESIGN LOKS TO .555, -7LO PSF AND PANELS LOOM UP TO W-Ir 4 1 ama OUEOD. OC. rp t 1 20 GAGE GALVANIZED STEEL STORM PANEL DIMM Or 2 FOR NEW WOW FRAME CONSFIRICTIDIM WOW MEMBERS TO SE SOUTHERN PINE 40 2. W/ SPECIFIC DENSITY OF 015 OR EOU%L OTIJKn= M06AL MTEC" PROMM LLC, am 4" 1r fil slow MAL fL 3311. I PNOW� 'WH We? 20-176 IYSIO �i. )M-?54& � MVA*4 ft sum TW px smwnwn saw F-9 11 1 Is'l (TOTAL WIDTH 12.500' (UnCRVE WIDTH) __7 1/4' - - - - 'Aw- 1350' &QW MW THICK GAVIANIFED STEEL HEMMEID EDGE 2.0 ! DO NEWWW ASM A-653 GR4DE so C-60 GAP V, STORM PANEL pma-S ENO U, W/ HEMMED CODE 01V ISOMETRIC VIEW MAIL R"ReGED CORNER 0 ENDS OF PANELS END UP W1 . . (N T.S) 125' 1 O 3*x3'(Max.) AWW, ANGLE 2!: 2ZOO* .71 -2-000-- O J* TRACK L No. 44167 STOP Us II' LONG 6061-75 Alum. ALLOY 33W REVERSED W TRACK _7 1 1 2 - - 3 750 O WR 1$4 60411-TO ARM. ALLOY T 7-co 7 iLE Pt. WAVS&MIUMEMOR 2_300 2.244' . I I 2-591'- 9- 2.250- Typ- 2.50c" 2.244' ,*-2.470'----1 Q' (1) REVERSED "U* 7RACK 2.0 Do- i4c., 2"W(Max.) AWM. ANGLE RIGA BUILDING CODE LNgh Velocity Hurrlcome Zone)l 20 GAGE GALYAWED STEEL STORM PANEL rp DOWN BY DW PROTECTION PRODUCTS. U.C. WHO S. 51 snw IMAM. IL 201. "HOM" ($")�7sw FAX (AA),W_,M 20-176 4. sr Her OIWRYIO NNW Faq INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES fj4' TAPCON ANCHM 114' TAPCON ANCHORS I ij*A* TAPCON AIACHORS eq. B 9. ...... I j4' TAPCON ANCHORS oz. D.C. I OC _0 a. Ot POURED CONCRETE. POURED CONCRETE POURED CONCRETE POURED CONCRETE Z�, I EFE OR CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE BLOCK REQUIRED BLOCK REQUIRED r-C I BLOCK REOURED rc-11 , BLOCK REQUIRED C I 1/4' 1/4* I/V E:, LD r 1 COAT E-- G CD wee ou 10 1 e6l" Me U Ir NOW *A 97. _0 _3 A CD in -0-20.3/0S 4��S. W.S, W/ /2, 1/4 _S� ALS Mr/ /2, 7/e13/32' 004 W WASKA I v/=.321v UK HUT WAsNER �f"a. (BEYOND) -0 - & 12 1/2- Cc je. 3/32•'WIND NUT 3/32- WING WASHER * 12 /2- 0,C, iaK. NUT WASHER (REVO100) W44. TAP004 ANCHORS __._W4* IAKON ANCHORS TAPCON AN- Ilr ot, 4 j1r D.C. 4 i/r OC (SrAccom W/ STUD) (STADDERED W/ STUD) Is, 4 112- O.0 youam CONCRETE POURED CONCRETE --POUAW CONCRETE OR CONCRETE Dot CONCRETE BLOCK ECU" CONCRETE BLOCK OR COMO" BLOCK OR CONCRETE BLOCK MEOUM REQUIRED REQUAID REQUIRED WALL MOUMNIS *WALLATM UATM WALL MWKn" INVALLAMA WALL 610t*ff= *MAI I ATM SECTM 3A 0 REGULAR PANEL 9-IRMAAKIL Lim PANEL SECTIBN ALB SCALE SCALE 3/8--1 SCALE 3/8*- I* SCALE 3/8'.1" SET ow to & 20 IN ANCHORS RYAS SPICIND IN IMSTAUJMM PRO WOOD F1MW1E wilam AMINCR WAOM el.) d3 LAWbKM ANCHOR SPACINIS APO MINIMUM COME DISUNCE ARE POrATO ON THIS *OOK-Aele -6 ON 3 ✓ FLORIDA BUILDING CM fifth Velocity 1"OU cane Zone) SOMMILE FOR EA LESS TWO 00"M 91"Ilej 13 SCHDRALE MUCK 'AD" 9-9" a, "TWLYM SPAC114 SAWN ON SCHOL" mme omm 41 -I= alm W_ 20 CAM GALVANM STEEL STORM PAWL o� BIT, rp. • BY THE! FOLLOOK FACIOM FOR MIND FACTOR THIS OPOMPOW TO K POGM& 101DUCED I /r As z WACHS DOOMED 144A NO /r S GLOB& PROTECTION PRODUCTS. U.C. ME LM TVM LOMM SPACING IMINCATED M EACH 41:00111 TYPE OR rNIS SONEOWLE 111LIECO. 6 saw 3 /r eei J mm-o"MI PNOMU (O.Ma-70& r", 20-175 ON C11-410047I9 lw� CIAO" ft iew- 1 0 jNew" I" emir - __ W owiy or I INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES p TAPCON 0 6' D.C. /2- Wk. THREADED IR 1pN AT WOOD PENETRATION AT WODO HEADER HEADER HEADER 1/2- % 01/4 11/4- *000 HEADER WOOD WADER RIEDUINIED IWWKD L 1112,001,40" to GUMS (SEE SOODW OSTIA, sOnY 11) cum To SAW; M". (SEE SCHEDULE PANEL LENGTH PANEL LENGTH pWNT r ON SIAITT 16) (SEE NOTE I BELOW) 1/4-0-20.1' (SEE NOTE I BELOW) ss, U.S *i 3/32' A NUT Y-- -3 CIO. MODID PLATE 3/32' WIND NUT 2*.4' WOW MATE 3/32. W04 MuT REQUIRED WASHER 0 6 1/4- O.C. REOUNNED WASHER 0 (BEYOND) 014-10 #14-10 /=V _ 0 6•0 1 Z - I �7 Wk WIN Al W AT WOW&ii OF PLATE A WALL MOLIN'TING INSTAI I ATION WALL ON A%W= AAMNHFHINI VALTI E ROOM! ?7 JE Ske a CULAR PAINSEL III LET SAFETY PANEL SCALE 3/8--t- WALE 3/8.1- ENsj FLORIDA BUILDING CODE (High Votocily Nu Done Zorn) IanT aam ItImm W_ No, 44167 20 GAGE GALVANIZED STEEL STORY PANEL 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH &S.D. DESIGN LOADS pR UP TO .56-5. - 72 0 PSF AND PAWL'S LENGTH UP TO g'-r alixvjm ATE GLOUL PRMCTM PRomm LW. IL CO 2- MR NEW WOOD "PAM CONSTRUCTOC WOW MEMBERS TO BE SOUTHERN INC. NIOQ SA'. 51 WIND POW NO. 2, W/ SPECIFIC DENSITY OF OAS OR COWL IMMIL FL 333. 20-176 Seri 30 or U /24 Csa NOR: I NELM Ss V/24 4/2T Tv/oRw/o (j).(z) (SCI "011 2 INDAM 3- M., 2*/24 V/24 cm "M j BELOW) EACH FOR CONCRETE AMONM SOL I* WAH. CONCRETE ANCHONS r M. OF la SEsoluxu ON SHOU a IOW mw WOOD sr- CTIOM DO SHOT 7 (SRSCHEILlUE al SHOT a)- I. Am. AT x -t±tI, SKI P. Do or _T 1" 'I IT IR [1- �i ]]T r,! 1', 1IF 11.11I T_T--11 7 11 L. -1 X L. i i CU -ft-'W ::wmwm MNEW pAmaj: (00 PANEL) z HOME L & 4 SU "ONE 2. & ♦ Save SEE NOTE 4 M" q= 2. s BELOW ICT H T @a= PANELS Tj TT40 X L. I � l lj �1 I I I I I fil1' I SEE NOTE 4 BELOW Earn FDA CONCRETE MMOOMS, SIX YIN SCHEDULE ON SHUT M. LOCATION SOL SUCTORIM FOR WOOD 1 90 PANELS) 0. SHOE, Ma 3 TV TO BE INSTALLED AT EACH •LAST EACH =.M.-PALWARS BE f=TA �.P.TLCIKS TYPICAL ELEVATION FOR SEBI ..2= OPENING, CAL ELEVATION " HANDLE TO FACUDIX WAR HANDLE TO rACNffAM := F PIMNIDED TO BE INSIAUM FROM ML2Ms9Ays!T;T-F Ir INTENDED To BE INSTALLED FROM NI DE OF SIRUCTUM E-Z HANG RM PANEL (1) SYSTEM "MIDE 0.1 STRUCTURE. E-Z HANG STORM EM -A r-1/4* blee, G* if^'M GAP Jr,/4' Me, GO 114. W. GAP-1 7eA1z or SSlEgnom a- SECTION A - NNE W - I' m" 3/W - 1- (t). DEfWtT1pN OF trNFs LOGO; E - Z HAND STORM PANEL SYSTEM CONSISTING OF PANEL + NOTE-.. TRACKS AT TOP & PANCLUATE PLUS 00 15" LONG 200M E 2 (AT BOTTOM W/ PANELMATM IDEENTION Of SERIES - HANG STORM PANEL SYSTEM CONSISTING OF PANEL SILL WALL - ME" OF C-t. TRACKS Top a BOTTOM (2) END PANELS SHALL ALWAYS BE CONNE7�&Eg- STALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR PANELWWS OR. F USED (2) PRECIS AT BOTTOM. END PANELS PROVIDED SH-LI. K CONNECTED TO 4-11Sjkg/?p 32 6 SHALL BE AT TOP OF SUCH PANELS. Ty/ WING MR OR la(2W Mi. & AS If END PANELS ARE CONNECTED TO BOTTOM TRACK, CPN1�10N (3) SHAILL. CONSIST OF DESCRIBED ON 3) 1 OWE. "/4'*U/r�=/�3W WIND . OR I/MA'ftjff1 Ml,, THUMBSCREW TAPPED 801TO11 OF FASTENERS AY AT EITHER OF TWO (3) FOR CASES WOIEN END PANELS ARE LOSE JORMMY W/ 15* LONG AT IM TO'BOTTOM " TPI% BUT END PANELS ARE Not CONNEC STOP EXTERIOR FLAT FLAKES OF END PANE L . 54P (rSOKMAIL Be PROVIDED AT TOP OF SUCH PANELS. IN CASE THAT END PANELS AM NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR (4). F=0RATL IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED to BOTTOM TIMCx OAT04 WHEN END PANELS AM SORE INTERIOR PANELS ARE DIRECTLY EXISTING SILL %WLL( Xr OF PMaWTES, ONE INTERIOR PANEL USIM SPECS INDICATED ON NOTE (3) ABOVE 0H SUCH CASE. COMECTION Or PANELS MAY BE USED JOINTLY AT ATTACHING BOTTOM TRACK TO WALL To BOTTOM TUCK MAY OCCUR AT ANY PANEL LOCATION. TWO PANELIAMFES 199r. �.Ot4 ELEVATION AND W/ = = (5) SEE SECTION 1% 3' C ON SHEET 24 SEE ANCHOR SCHEDULE ON SHEET 25. EDGE DISTANCE. CASE. P VASTOLLED M11111o."" NOT NEED To E To BY ANY MEANS. ZE SUCH THAT .. PANELS (W LEFT & RIGHT SIDE Of PANEL) HAVE THOR OVERLAPS RETA04ED BY (2). FLORIDA BUILDING CODE (NI Velocity Hu to" Z0.41 4 167 40140 ILI= M 20 GAGE GALVANIZED STEEL STORM PANEL FP two W. Q-1 �J MTECWN PRODUCTS, ULC. GLOUL mv_- STAT OF IILIECOinc. Am &e. 5 saw llz� .. - & "It IL sm" •ihv a.. &Fp. 9 OR, CMAN-Ses, FAI, 20-176 AnSSlON 1.own Orel INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES TAPCON ANCHORS 114•.1APCON ANCHORS • 1, • aC 9 D.C. POURED CONCRETE POUM 04 CONMCRIETE Kock OR CON4=ek,� REOUIRREQUIRED CQ* EXIST, PANIELMATE PLUS W/ 71- W04 NUT WASTER 0 6 I/e O.C. EOURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL WUWM KUAI I ATM RE EL SCALE 31r-l' SEE OW I & 20 FOR ANCHNIS TlP[ a is*" "M Wm -swaaffift SPACING FORv=AFT= INTO WOOD W W Awas spesen BA) 3 3 M FRANN: pLoam ovel" ffic4op SrAveas As MINIMUM EM DINDINCE ARE INDICKRUI Of TWO *sne Oneea, Z) 31/2 SCHEDULE FOR ILD LESS 71401 041OOM ON SCHEDULE REDUCE ANOM voc" Ift INATIPLOM; VACIMS so" on $am" 94 Mon 911, I= am" new Be THE FMLONM FACTORS. MR DO MMM TO BE PUUREDUCED -M` SWX4 01FED AINus" FACTOR SAMA HOT BE LESS THAN MINIMUM SPACW AWA70 rop EACH 040M TV" ON VMS SCAUX" 'ro'AD 1 3 t/r No. 44167 %J FA W 14-10Y PATIFIlMI$ PLUS W/ Zlz)3/32• WORD NUT WISHER _1h0URED CONCRETE on CONCRETE BLOCK REQUIRED WALL MQj NGL INSIAIJAMM 3_2ELn0K 50 0 UFE SAFETY PANEL SCALE 31W-1" FLORIDA BUILDING CODE (Nigh Vateefty Hurricane Zorn .000 14"M W_ 20 GAGE GALVANIZED STEEL STORM PANEL 11 DAN& ft CLOUL PROTECTION MDWM. U.C. *?/N/nn LIECO -M &W & *� WAIL M =HI (95.10M-11INI, ML (WAN-Wo 0. 20-176 CAeWls Iftee; He� I - I ewee - slon's 0, a Pf fi=jjLNOTE& VALID E-Z NANICI BMW PANIEL SM11M 1 E-Z MW STORM P44M SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P-C.0) HAS W04 VERIFIED FOR COMPLIANCE IN B, 0) MINIMUM EMBEDMENT OF TAPCON N40MS AM PANELMAYE FIDNAILE 43 At PAHEUMITE PLUS WM CONCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE t 1/4" AS PER SECTION 1820 OE NNE ABOVE YE OESIGN VINO LOADS 51MLL BE DIET EMBEDMENT Ot 1/4Y N 7/B• CAIJf-N ANCHORS SNAL E 15 7/8• INTO CONCRETE. FIDO A NEED BY T14E JURWICTION WHERE THESE SHLIFFM WU ISE IN AND EMBEDMENT ==F= FOR A Kd-045. US94C ASCE 7-16 AND %LALL NO EXCEED THE MAXIMUM (ALS.D.) 1/4' 0-20 SS SNMMAALNKY BOLTS USED SHALL BE LONG SHOULD ANY FINISH MATERIAL EXIST) TO DESIGN PRESSURE RATINGS INOKATED ON SHEETS 25 & 26. ENGAGE 3/4' 0110 ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMO" PER ASOE 7-16 SHALL K FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM 11V 0.5 IN ORDER To 8.3) IN CASE T14AT PRECAST STONE. OR PRECAST CONCRETE PANELS 13E FOUND ON THE EXISTING WALL TO COMPARE THESE W/ Wi (A-S 0) DESIGN PRESSURE RA"ICS INDICATED ON 94EM 25 Al 25. ANCHORS 944U. BE LOW. ENOUGH TO REACH THE MAIN STRUCTURE GENIko SUCH PANELS. Q*CNQlAG;E SHALL BE AS MENTIONED IN BA) AND 04 9.2). IN ORDER TO VERIFY TORT COMPONENTS AND ANCHORS ON THIS P ED AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WOO LOADS WAS hM USED N I" ANALYSIS FASTENERS SPACjNG TO WOOD HAS KIN DETERMINED IN ACCORDANCE MTN KO.S. 2015. (C) ANCHORS SH41 BE INSIALUED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECWCATOn OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE ON SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER rENESFIRATION TESTING LABORATORY. INC REPORT j 2032. AS PROTOCOLS TAS-201, I I ft TA41 BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SM4"m OF THE STRUCTURE WHERE SHIFTER TAS-202 AND TAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER WALL ONLY at ATTACHED To CONCRETE. KOOK 2 THIS SYSTEM S EIM DESIGNED TO BE INSTALLED ON THE OUTSIDIE Or THE OPEIANG PCICESSMI; TIE FIRM THE OR WOOD FRAME BURDINGS. HA INSIDE W/O THE USE OF A LADDER OR UrT THIS APPLICATION IS VALID WHEN INSTALLATION r. NTENDM To BE PERFORMED 12� THE WALLA71ON CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COWPOMDa EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WWO/R" NTMIS" Q"x AND sm sHvrrER TRACKS Nu AROUND FULL LENGTH 3. SERIES IWO INSTAUATION IS APPLICABLE TO SINCU AND DOUBLE HUNG STYLE WINDOWS WHEATINSTALLAIJON IS REOUWU to BE PERFORMED FROM THE INSIDE Or STRUCTURE III STORM PANEL WALLAT11014 SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING A. SERIES 2000 015101LILATION 6 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HoRqO%1A4 SLOERS STYLE *wDM WHEN REGULATMS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To. INSTkLATION IS RECURRED TO BE PERFORMED FROM THE INSM OF STRUCTURE- 14 ATRAN WINDOWS AND DOORS, WIC. E - Z HANG STORM PANEL SYSTEM- IS PRRW peen. b. ALL ALUMINUM EXTRUSIONS TO BE W63-76 ALLOY AND TEMPER. (UNLESS OMMISr NOTED) 15 (.) THIS PRODUCT EVALUATION DOCUMEWT (P.�.Dj PREPARED BY THIS ENGINEER IS GENERIC AND DOES OW PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.., WHERE THE SITE CMWXM DEVIATE FROM ?w P-E-0 6. MI ALUM04UM SHEET METAL USED AT CLOSURES SHALL NAVE 3105-414 ALLOY. 04 CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-4153 GRADE 50 Min., OALVM*ZED STEEL THIS PRODUCT BASED ON "" PIL.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS OETALED ON OESACWTION W/Fy- 50.5 AM (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPON&SIury, 8 ALL SCREWS TO BE STAINLESS STEEL 304 OR SIB, W4 SERIES OR CORROSION RESISTANT COAXED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WRL BE CONSIDERED WVAUD IF MMM. 50018 */ 50 kei YIELD STRENGTH AND 90 k61 TENSALE STRENGTH & SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 24113.3,4 (d) SITE SPECIFIC PROvECIS SIMLL BE PREPARED By 0, FLORSDA REGISTERED ENGINEER OR Necwncy rAtc. wu 9. BOLTS TO BE ASTIM A-307 GALVANIZED STEEL OR AM$ 304 SERIES STAINLESS STEEL *rrK 3e kv MINNUM YIELD STRENGTH BECOME THE MRECORD (EOR.) FOR THE PROJECT AND WHO WIU. BE RESPONSIBLE FOR THE PROPER MEN � E A PECORLD ACTING AS DELEGATED ENGINIEER TO THE P.E.D. ENGINEER, SMALL 10 ANCHORS TO WALL SMALL BE AS FOLLOWS" SUBMIT In THIS LATTER THE SITE � DRAWINGS FOR REVIEW (0) THIS PIED. SMALL WAR THE DATE AND ORIGINAI. SEAL AND SIGNATURE OF THE PROFESSIONAL DKINCEII OF 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY IT W. BURLDEX, WC (MIN. f'3192 p.b.i.) RECORD THAT PREPARED IT 1/4' 0 X 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (WIN 1'.-3000 p) 014-10 PAKUMTE FEMALE ID & PANCLIATE PLUS ANCHORS, AS MANUFACTURED Of CLCO CONSTRUCTION PRODUCTS III STORM PANEL MANUFACTUREWS LOU %Wk BE LOCATED ON A READILY VISIBILE LOCATION AT STORM PANEL IN (r-3= P...I) ACCORDANCE INTO SECTION 1709.9.3 OF FLORIDA BUILDING CODE, ONE LAIN1 SHALL BE PLACED FOR EVERY OPENING LASEUI10 TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. AI) AVON" EMBEDMENT OF TAPCON ANCHORS INIO POURED CONCRETE SHALL St 1 3/4- AND 2- FOR PANELMATE FEMALE 10 A, PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4-0 1 7/11- CALK-#N ANGMM STALL K IS 7/8- INTO CONCRETE. NO EMBEDMENT INTO ANY F941H MATERIAL SMALL BE PERMITTED. 1/4- 0-20 SS SIDEWALK BOLTS USED STALL K LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO 0"E 3/4- INTID ANCHORS. kJ) N CASE THAT PRECAST SrONE, PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON rHE EXISTWO WALL OR Rs FLOOR ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SF41NO SUCH PANELS. ANCHORAGE SHALL It BE AS MENTINED IN AL. 1) AND IN 00). 4 C, W&i No. 44167 1/4- 0 TAPCOM ANCHM AS MANUFACTURED 61 It IN BUILDEX. INC, -Z FLORIDA BUILDING CODE (100 Velocity Nu one Zone) ' ; /4'0 X 7/8' CALK-04 ANCHORS. AS MANUF#CTURED BY DIEWALT RX (C-150 psl)nrOD.111 4-10PANELMATE fEM#AX ID AND PAMELMATE PLUS ANCHORS. AS MANUFACTURED By ELCO CONSTRUCTION 20 GAGEGALVANIZED STEEL STORM PALL FP. PRODUCTS (1'.-2071 p..J) AFAI GLOUL PROTECTIONPROTECTIONPRODUCTS LW. 111LIECO m , DIRE 20-176 ORMOND ft- I'm 11 W Be INSTALLATION -DETAILS FOR SERIES 2000 AND 1000 E-Z PANEL (1) INTO POURED CONCRETE OR CONCRETE aDorrt Noe" HANG STORM BLOCK 4j6- SKIN 03 4 "M411 r F3.51 M _\ 4 oc - mov. I Ai. 4 00M. I BMW 3- A 7 - 5 ' I 1 Cr NBA• � � T3 ="WSA:W�, a0 1 i 5 i i 1 RINrJ SEE SCHEDULE ON SHUT n IN bell XE scllaIw -go IS FR uMA` lo0AN GeL I L9O3%O" IOR w An • TO CLASS aflutAP VAST 9~ to oviss. 3 R1 Cee, ADIRD ED Do -AIL WARYNW1n/v wow. row Z&Z;aAgw, MW Iall amwJ am SHOU w ON Iew ft) .1 ' 1010006 AN WALL AND DIRECT NG INIST, ser, a) &W SIAN )HALL MOUNTING INST. T Ad 0 SCALE 3/0-1- SECTM 2' SCALE 3/s." FLOW TO %M�r. JM BuILDIULM91aff J311-c" _<�) AW-L Seem 3/1-,' SCALE 3/8-l' = wqonna" WOAIDVn IOR .51 WPOR W cc w 06 or of OF Plell, OF 0 OR 9T= 10"aars 4 A, .W. ON me OR 'ERALL'aw To, 0. aw a C 0 COMOM & ART TO FLORIDA BUILDING CODE (High Velocity Hurricane Zone) s STATE OF 20 GAGE GALVAMM STEEL SIM PANEL rp DOWN, Be, DETAIL I SOME. 1/2- - I- V" la� ....... N Pitocitm .w. erC 111.1 E C 0... "BAL PROTECTION ML. M FRAUD IMME. 111. 3331. (WH),le-am 20-176 DR-0 IN Cowls �lm A FES Ragm 42"1 4,41 pn Veto . or n cn O CD CD_ C�L C 0 cu (D CU 0 CU Cn 0 = 2 CU 0 U_ Mn -0 Cn 2 0_ F= .0- UCU) Cn 4--1 =3 CU 0 L CL CL 0 C: CU L_ 2 CL 0 (1) ■ Cl) CU M LU z z _j a - SHEET NO. SH 1.2. a #,O . .x{:r� M . I„T . ..., .+., :f .. 11� .Il •' uTt ti _. N i1 -lr-'EEC .71 "1.:. I, :, pEMMA11n0M►IN A-S,�Dp.E MTIHIo I. M; v (SEE TO rA/65 �" COPANEL N 4ICABJE .66.0. -753 10' OR Liss 2 9/is- I SOLVED • I" 21. r. "IN, 214 a 3'W .66.0. -73.3 la' OR TER 2 7/6• 9atFD • •' a <iW WG)EWp/FTDM-9-• / ar&SµE S. A,WNfRM AT 96XMM ! 401E a PANEL LENGTH 1 .: *I _ u. _ Gil ,a 4b .. _ eI .!11. .:T ' I,NU.I- 1.1 1 7 71. "ILT .MI �L, . 1=9 NL. In MAXIMIUM A.DESIGN MAXIMUM ANCHORS EACM FOR L 0. - 3 1/2' - APPLICABLE TO seclod ANY (bIR4A,� N O ,iWM MAXIMUM PAEi LDIOIH T.• (PA) PRESSURE RATING, TNPOON6 EMA�1 PMID,NAR TVA"0 PAM9AWM PLUS ,O CONCEIVE 11 CONCRETE To CONGFIEVIE IO CPO" 'a CONON'TE 10 COOKIE 111) CONCRETE 12• N/A 12' N/A 12" N/A 12' N/A V a 2' (TOP) it' 3.6 to' J' S' 4• 5• 4` ' 80fT N)+ 12' 3' 12• 5' B' a' 6• 6' 1' (BOTTOM) 1 +. N/A N/A 1 N/A N/A N/A N/A 12 1/2- t1' 2' (BOTTOM) 66-0, -75.] 7. N/A I 6 1/2' N/A 1 4 1/2• N/A 4 1/2' N/A 3' (TOP) 70' OR 1E55 12- N/A 1 12` N/A I 9 1/2- N/A 9 1/2' N/A 3' (BOTTOM) 12' N/A 12' N/A 12' N/A 12' 1�,_j N/A 4' (TOP) 12' 6` 12• 9 1/2' lY it' I ". ' .' (BOTTOM) W LIMITED TO 66.0 P•AV AS.D. DES" PRff5SJ1E RATING • SEE slat ]e FOR ANCt1o1LS "PE A SPACING MR INSTALLATIONS INTO WOW "PANE WAOM MINIMUM ANCHOR SPOONBS AND INMMUY EDGE COrA= ARE INDWED ON 016 SCA4IDAL MR E.0 LESS THAN NOGTFD ON SOT60MLE EONS ANCHOR SPACING BY WLMYNG SPACING SF4M aN SCIm01 BY THE FOIIQAM FACTORS FOR "as OPDMTION TO BEPOMLL EDUCED SPACING BLARED USK FACTOR SHOP, NOT E LESS THAN MNWMM SPACING 1WWQPTED MR EACH ANCHOR TYPE AT ANCHORS LEGEND ANN= 1WR 't4Y _ t/4•0 - 1/4•n _ 1/4'I TAP= = -a- OIX-Ph Me. Nam 9-00 DTI) 3 3 T a ,/1 I. P4OP6RMa OPNP,PIP QA) J ) ] ] "e "�' a.-a"so 3 11/T 3'/a 4 AMA EA ow NI IV I ,n' j _ z I - _ b ] 1 ,m TAD Flfr� I REQUIRES MeA DISTANCE BETWEEN 90i10Y OF PANEL D ® TO BE: 1/a' 11/2' ANMa + •1' RFOUOES Mn, WrAsm scram BOTTOM Or PANEL - I ' AND a) TO E• 3! 6 ILAII.A3/16• _ ( MW �' '• 3,iEN % FLORIDA BUILDING CODE (High VelocityNu cane Zone I• N0. . * = °x0°° n'�O' E� 20 GAGE GALVANIZED STEEL STORM PANEL * : * � at -- e'•, S s(�90� :, f TEOF(�t`-~,--' R(OF,.21FNyi=J �w A L E \i 0 1 N e PROTECTION PRODUCTS. U.C. 4m N/Sv9ND °"� FSS [sT' 1 5, 9KRT /y /FFa,•,J. E� i NAM. _ .N, I.. 0, Ir as .ow W+p+A R n : WILL. ,IN 4N-eMYw_ PP6 M_IW ANDIAD ($")M--000M'Eau rF (W)GOw a797 _. s. - _ - 20-176 orK NA COMPONENTS FOR REGULAR. UFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2r 1' _. -- - - ---1l.125' (TOTAL WIDTH) - .. - __ --- -._ _ __. ._ _ - 2.16Y.. - -_-- _.. _.___ __.. - _---__.-_ __�72.500• (EFFECTIVE WDTH)_-_.._ _ _- - - _ IRO• - - • _ a 'Y ( i.250' _1/4 :. .... ._.._ - a ,/.' (TIP.) - ! r 374---, ,, a it e 6 ac. t250' ,■ ,-, on 29 �, .- �•„' _ -- t.lso' - - taw' _ .. 1 35D' 1 ID,• � tWla![x tlev/rERsoEOl i 1 TOOT 1 - - - ^ o1T6 _ �} 250`. / T �, 0.02•• MIN. THICK ��. l5 ! .. 3.375• " T i t�' t,671' a 1.500• V ( I. E LADED TYP. , ; 2, - LOSS' phi 4 I.L115• --E 1 1 Sao I _- WAGE SO N LV. HEMMED' J 2.125` I __ J _. - DETAIL A who G1LY. � EDGE . LOSS' 1.500`--) . iaY ) -t�TP.) (TP.> \,-;--/a)TOM .___-_-__ __ PANEL (- - - - - - - - - L t- sIs• A- - - - •• L -1.Si0' - DETAIL 2.000'--- - „ .. MALL E INSTALLED ALMYS - .. 2.357'FROM LEFT TO "W W OF O "H" HEADER (3) 'FIN TRACK (4) ANGLE WITH STUD ATT 00 A LEFT SIDE PANEL J _ _ - TN TOP EDGE 0024" (Min.) O PAWL lAARML S END LIP � - ' ' _ GALVANIZED STEEL / I.270' w/ HEMMED EDGE /� ,,/ SI - PANS • 7" _ """;r Loos- ` Mw / I -r,-,.E._.� �s T r.625_ .0... p'(F)(0.250-9 LTr- ,11'--"' -'1 407. 0625"_ _ -2.gpt....-- -. N _ n9a70p'`�. - i r _- 3200• a vAEL - 1 / OR p!�^/NO, •- 2.250• - ) ISOMETRK: VIEW DETAIL A ,]3`T = , 4 270 ... I 250'I ROUNDED CORNER O ENDS OF PANEL'S -937 - I I . MI .OAS• _ ---2s78' UP W( HEMMED EDGE. 1�;.625' T2s' __EMD ------- q- I EDGE O�WIEL 2.30D• I- .091 • 007' T O KEY HOLE WASHER s.750' 07x' (I" I U-7 0• 3105-HI54 ALUM ALLOY © KEY HOLE AT PANEL - 750- - _ N 2.I �4- I •SEE SKET 6 FOR ADDTIOMI _ ,7L0• - .613' LUTATMO w SLEEVE LENGTH 5 1 J. .Dal• 125' t .. ONLY VALID FOR PWALLAIOS IWO F -' O A EJT '1 t /B I (TAP) WOOD STRUCTURES. 250• I. - LASH R CNON 1 R ,or --1 �ODR,JiLi7D.lEll 3.730 -, -_TAMP 2.000' .near. _- 125' ' --2.54a•---- I..I IS. - •,050•1 L (TT'P__ 1.750• (TIP.) WNW Me 4 �. (7 REV. HEADER ® HEADER I -_ - 1, MN To 5• Max. ------ I - - - 2aOD•_ -- i ® SLEEVE'W L VE I y ANGLE -J" ANGLE TFAM.. . 11 TRACK 1© PANEL HANGER ri m7J.LL� n4 !- 3.a0D JN -_ a06]-T6 fluor e_0 F A. Tr.A. t 4" WIDE) a,.2O0 �� /l✓ (USE ONLY (I Z HAW STORM PANEL .3t 1' .656' 170• -__ 975' MN.1- =t2 ;11�' V .SF z SYSTEM) 6063-16 ALUM. ALLOY ''. _ _ I -___.. _ _ ' No.4d167 FLOR1oA BUILDING CODE lion High v.1«( Hu cane Zone) 1 - 1 _ _r,elW 1.67Y 2.000•i T7 t, iT26' SBO• '� MINI. e z r.P. _-) Dee' t.ml• �:, 3, -NNaN. __L. �I ( STATE OF = n 24 G/UX GALVANIZED STEEL STORY PANEL D„M`N.. .. l MP.) 2.000 - - L._ �_ _ SEE sEc G s - . __ - - MN �� s, O'•. F Dt+ erm/a436 _ � .� IL ECOINc. GLOBAL PROTECT" PRODUCTS. LLC�a,< IIIIIA 4e00 S.W. 51 slow -21M• N Y R >a1I aME. R AN14 d' / AN trw W- Pi 7K r.1.. WIWIae 2D-17S © BUILD -OUT "r ©4 BUILD -OUT "F' TRACK 1© A ® I uEp WINONUT - ae Pn.,& aN - MI=�(a6F)F0a�75Fa rNu IN= ...a �.M, �.- 6NAnPi Rs' 1" TRACK ANGLE (ZAMAC J PLLOY) PC EW/901R111C/MR ialO1 A i_ } Y 1-1 1M[[T T O le CONCRETE ANCHORS (SEE SCHEDULE ON - - - SHEETS 9 THROWN 10) CONCRREPoR'A"E=6 , EU5T�� CLASS 1 I I I 4 I 4 1 Min SEPARATION 41 (TO SEE SCHEDULE I ON MEET 3) 4 1 L) 4 1 4 1 INSTALUMON DETAILS INTO POURED CONCRETE FOR REGULAR PANEL rV OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE INLFORS LOCATION --(SEE SCEEPJLE ON EXISTING POURED CTONCRM_ SHEETS 0 THROUGH 10) OR CONCRETE 90CK REQUIRED. s+:,,:A -ITERNATE LEG . .T_- _ -._I """; ,•�Z(] is. aoL A O _ 1iaM rwOl , \' Ms.. PANEL LENGTH (SEE SCHEDULE ON SHEET 3) O505 OF 1• MAX. Al2 1/2. OC EXISTING pp ABED "` CONCRETE . . ` EDGE OF WALL OR STAB REQUIRED - (AT. CONDIGN) 3/4 `' CONCRETE ANCHORS_ aTPl'' (SEES 9 THROUGH G .._...ED.- S1E[TS 9 THROUGH 1 0) W_ „` . r ...... Lae / - - 1D '"-11W iJAact ". saw OR NC CONCRETE AHORS_ •• i, ,/ --NO.,• S. - W ,Art a ,z ,/2• QC (SEE SCHEDULE ON :. _ .. - - SHEETS 9 THROUGH 11) , i �.y_ys„- I ED ' / u0 Ilan "e 4 1/P at Eb ! / I I I n TO CLASS t I 1/H•P-mIn• s3. eaR W,® +I (SEE SCHEDULE ON I SHEET 3) 1 '11' .. rat r,la 1" Mm, ( i IOWRI, pwRl ra'y PAN) LENGTH SCHEDULE (HIE EXIST'" -1 I - _ SHEET 3 GAS' - r � E%61M POURED CONCRETE OA CONCRETE BLOCK REMAINED. v CONCRETE AN-44M (SEE SCHEDULE OH fi#N yam, SHEETS 9 TOUGH Min. SEPARATION TO GLASS. (E SO4M L ON SHEET 3) - It j _' I l') DE -L• . 1 6M11. - -�• '. Eo i _. I I ED 1 1(T' - _ R f --� CONCRETE AMCH, IS i a. IF e 4 1/C OF CONCRETE �H� (SEE SCHEDULE ) N _ � THH S (SEE SCHEDULE ON - _ � T 10 SHEETS 9 NROUCRI SHEETS 9 1 ';j /'/� p[15TNG vOUREI CONCRETE bit CONCRETE BLOCK EXISTING POURED CONCRETE ... REQUIRED. OR CONCRETE BOCK REQUIRED. S,9W.E , 3/6.1SCALE 3 1/1NI"t7a," ��a A. rru/r 1.* JGENASAe '' ., . S . .44167 ' * i* :* E.D. a EDGE DISTANCE NOTE FOR COMBINATION SECTIONS: it -$ STATE 0(; (SEE SCHEDULE ON TOP a BOTTOM MOUNTINGS CAN BE NC, r'-L0RIo'', SHEETS 9 a 10) COMBINED IN ANY WAY TO SUIT ANY �. <c '••. 'G INSTALLATION. Jp'"y�E --L r"InF-Lw /saw 4))t/4' MAX MIR . PANEL LENGTH (SEE SCEDUE 1 ON 94M DUSCMEpLA� 1 O 1 /.'Nffi,' .k N4aR e ON SHEETS 9 a 10 FAR SPACERI. (1� - I ,LOAM M" rr-01 I I 1 I C) 1 50K SPACER 1 OF L. LETICTII 1 MAX , 1 1 I J t /B t ' 2 LONG MAX. ALUMINUM -t SPACERS O L 1//1' O.C. FOR ALL DES" LOADS AND PANEL tLNcrHs PER sAlEn J. i• MAX. LONG ALUMINUM SPACES 6 12 1/2' OC. (SIC TABLE /1 ON SHEETS 8 a 10) SCALE 3/8.1• FLORIDA BUILDING CODE Mon High Velocity Hurricane Zon ctee R1EO0• "c 24 GAGE GALVANIZED STEEL STORY PANEL O,yIM'e„ "� IL E C O IIIc. PROTECTION PRODUCTS LLC. °'/'7/'°" F 0AC ." Le M I"W a,► a R - DULL R. 313I4 ZO-175 ,M. awl W-14W Wa- RI.Iew -, 00 W1-1- PHONE ")4O-Ts4L TAR wyan-I»7 _. ___._ .._ ...�.. - �- ..,..r - WOW WWI - INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL �!? INTO EXISTING WOOD STRUCTURES I/4'. LAC SCAM 6 4' RC. r/ I /2• MITI THREADED POEIRATOH (J] Yb. 2•N' WVOO _- t/4'A LAG iCEwS 6 6' O.0 w/ TO EX1S•eHG WOOD »UIOFA NGOER REOIAEG ,/CA LAG ICE1r5 a a' D.t. N/ - , In An 11AEA0[D PENETRATION - I FLAT OR ON EDGE , I/2' 40, THWADED PENETRATION i' ro EWI3TWN1 rOCt eADEA C.M. N.i- 6Y5. 11 ro EX151WF 11000 IE,ADER. 4 � 11 • - -of pE i - 'f 6 con w',.- ' Ywic 4 tan. /I•.,• s«s. -I / • - ENo O I 5 i "�' Nu, • 7 D.C. © -1 , a•. LAG %AEtS 6 5' O.C. w a can I14.1• SM5 $ / * i • is-. WEAL £MO OF!• -1(b! .• 1NAR 1 T' MTnTHRTADCD PE«E,W,tNOT QhTNG ,/a! A - ro rt1oD ,MINTER. '„ ,)* O,A -- -- p� � ^/_AFTH B I NON[ 1A B[LOw)_... H Dr EVIDRY (TA . (YE OETAN. i/7• a can/,HI• s Li I 3/,a• Awn. POP WNF7 iY.3. _ __,_ to ( Is MMPWO,N OF MM ® • EA END OF E) I�^I 5 - I WE"aLIIEO 1 �. ' (rdF DETAIL A/N A 46 1 1 'I NOR TA BELOW') ' __ _ 1 is I - .._ ....I WOOo .IC/0EA IIFouwo i I s ! - a 9/le'1 I •/!'P-ad]/H• Y 1•IC" A. IV Ms It SEPARATION i Z iD 4I1S5. I NG NU, e I I 1LS•N/7�/hS/]7- .nroNF•�N,/iJ6 10 LLyy (� M.wT OVERIP C 17' OC 1' B STIWFAID�1+ I I EVIAY PW _Z y�� - i M/ SCREW w/,- - 10 GLASS I t/ih 70.-•/!' G M 'FREw wf _ I _ z »J 2 D/ta' Yn Tje'F+s137/ I 'pJ 32 i- y SEPNIAON - THING MAR e r WJgW y ro GLASS I EVERY OYE7GM Pr I EVERY OVERLAP '�I 2 A _ I . - - I I I i I I§ 3 �, j -1 I '. f � f P-2p.3/iY.1. N3 caul-1 ,r'• • CN/e'P.Jn7'i � E I 1 �� 4_1i T�/*"", r o.ci r n ? NUTI I �, _ 14 l ,�E 1.__.7 "� - 1/•-2 .• YS. w/ 1 •'I PAIE1AlAtt FEYNL IO 4 \ - PAN F F I I_. '-_... 2 S] NI7T E1.WR PWs / 1--- _ . __ p 1 v. R-TOGS/i Ys. pF/R I'j.•-'`).pylxp.RJN/Q.• ; r/e' Mn TNREAxn • _ ' zlll3/.I� __ _ _ MIY EN (QE NOTE to aELDw) PENLIW.'R7M6 IT I/1' O.0 _ _ I '. L �I - . _...) �T '' '� ' I/•'I LAG SCRFMS • 6' OC, w/ E2 7'.i IMRkSC"($ SArr 11'►- •' YS / 12. YM "MIADED PENLTWA. a -eoop TE REIXIIA£0 h BE101A) �/R ppNG NOlY lA/ �,'i WOwJ12DIN ., PUtt AT .3 - OR FLAT OR ON EDGE r I/a'FJ/37' t�� I-aMJ i Y S. W f 7a-f0 PANFIYAR Pu/5 M( -f OI 14 n- 31s' ,A EL.M7 SEE 6 G .'., NTNG lb, PEMETRAt101, W t7 6 ,. C NVi 6 ICY O.0 SERt' SEALS ROOD.i 1/4Y t/G SCREW$ • e' DC w/ ,/•'P LAC SOE1Y3 O 6' IIC. wj mu %. Wn (T} 7•N' -7• Yln. I '/7' MIA. DHREADED, PE, ETRAt1pA «m (x77 T . •_: 1/T' IRA DaEAOa PENS' i M(A.� � i�wow OR 0RN [a9GR ' ALTERNATIVE 2"V/ MITI RE HWDDc who MR REGALED MDWDr,N O MAA 3FiCD . +/4'-T' PEAR REOARm RA, TUT OR ON EDGE ALTERNATIVE 1 N SCALE 1/4'.1' FLOOR TO CENING MOUNTING .. ALTERNATIVE 4 W I INSTALLATION'S ARE ONLY VIVA FOR B,ALONC3 WTI •S D. OESYJ: LOADS - YHNTIIYE�,,� j! SCAT ,/,'.I• � :p 1C +66.0, -75.3 ,HI AND PANEL'S LENGTH UP t0 5•-10• ,,,, iI _ AN -•ryRNATIVE 2 FOR NEW W000 FRAME CONSTRUC1gN WOW MEMBERS TD E SHUTTER, 21 ,�1F•�....:..lfI� SC/16E 1/1'. t• PnE NP 2 W/ sAEC6X DENSITY OF ass CW EQUAL '' /9 `r� GEN SF g . FLORIDA BUILDING CODE (Nigh VelocityHurricane Zone) _ �'� - = * t I 4 it : * c Mm6 R1Eta w. 20 CAGE GALVANIZED STEEL STORY PAtff1 `P 9•.. SEE ;O: D! MCA AIA R[OunDl[4tts FOR L (I smOP LAIR p At TOO .S e » rorrPe "SON °Ra7' Al Y. 6.sEG Q. e ,w Dart xa t:,c ° a'. STAT OF(� m/M/WD2o ' i 9 •. GLOBAL PROTECTION PRODUCTS. U.C. IL TEETHE OR NAFIIRmY6N1ATMrr�rrNR. T :f(0 Op` /`7�M_'�- �FSLn+ �\ /� F a E Na A.n 4 aVMi11ml. MNVA4S G.VI BL aH4LWD N ALLYCONWIM V/ E� F '• Y,�zT__ A 1YM AWE: o,)m-".a, FK (.")mN YOT 20-)76 A. MAAIrIaN , Ie".". !>m) i+,-1m .OMIT Y»-Iv, LOP a BAX7 WAY A N SAi RIM' MTA,3ATlON. MOIL 1/4' . 1• -Y H. INIII WIAW' GM(aDaj lD - HOPE SHunER TWINS NOT 5"oWN TOR OTAAI, E SEALiSlA tU1I PALRw A. TEAT J,., I- ,-ID, _ N157 w101 M a M AT TOP OR BOTTOM WITH. TRACKS L'1111ka i MAXIMUM PANEL LENGTH HL+" OR NL_.G (ft.) 0 MAXIMUM A.S.D. PRESSURE RATING (P-01.) I. Pr -) CONCRETE a WOOD INSTALLATIONS t l+ E► 2aO 121-0• 12'-0 25..0 Ta'-a" t7'-8• Jac II' -a• ro'-e- ,Mo ow -to- 10•-0• TOO 10--,- - 9•-I• 410 9�-'r ICY-9• soo - D-t•_ a-r 8.-4. a o sso - 11ao - MGo __._ s 3• 1_0' r_7- -1-4. 750 17-,. 6•-10• aa0 7 -T __ eso- r-o --!!LT e'-s 90,0 a'_91 a' -a' 95.0 PIT-- - 6•-O• r00.0 a-M_ D'-„' 105.0 - 6'-3- s'-9• na.o - s-7- lrs.o - 5'-6• U 19.E .x. RETE. CONCRIETE BLOCK A WOOD (t) 31 MA e.ur P PARR a 6) 1fwrouly m AT FACM 11 MN js2/4 1W/B32W/B, 3W/75a1 4W/7 ANCHORS (SEE SCHEDULE ON -3. MAIL. __ SHEETS 9. 104:11) ----_ --...... __ . - .. _.... _ t Ew.- END WtTN TRACKS (Y+- ®.t E-4 e 1e e O DIRECT MOUN0TL AT EACH END'• D.M., 20.0.®. f T. I-- I_. r I--T--1-,--R-1- r--r T.- . T7--T-1--r1-T_,--I 1 _.__. "F--I ,_! I MAXIMUM PANEL LENGTH "Lt" OR %-' (ft.) 0 MAXIMUM! A.S.D. OE PRESSURRE0NRATNG (" 0 (+ Pr -) CONCRETE a WOW INSTALLATIONS t L+ Er 2a -40 11'' I3'-0• _ .. 2M.0 la' -To• ,t'-r Jac If' -a' 10'-7• Mo to'-1o" 9'-a- .a0 9'-a' 9'-2• 4s.o aA-L' e'-a' s'-r Sao _ ,._i: 360 Sao s'-3' 7'-9' 7--s- s'-0- - 6" - - -4. - T. 7__2. 110 71-1• 6'-e• Moto 71-01 6•-3' CLo 1-0• 6'-3• 90.0 v si-$' 6'-1' 95,0 8'-T 100.0 6'-1• _.3:-r0' 5'-r Paso 6'-J• 5'-4• rtaa - a--T. I Flo I1-10• 114.E I' -a• MINIMUM SEPARATION TO IMAM SCHEDULE MAXY11A1 PANEL LEWCN WIND SPEED G 170 ..9.A wow SPEED > 170 ..p.A (In) IAIRESIRAMED RESTRANFO MRMMAIED I EVIVINED 30 Olt LESS 1' / 6' 1 5 1/'V >33 TO 90 I. 1. 7 i/2' 1 7 1/2- ®'®0r® i 1 I I I I 1 11 1 �, I �- d � � 2 I -_l. �. -II. 1_1____1-_. 1 n _... .�. - L L _� , I� I 1 I I r- i I _1 I I it i I �, I S , uteciLTED PANELS ' AS I � , I I I I I BOLTED PANELS W/ 1 N-20M 1' M.S.`A" �, I I APPLICABLE) I I ,1 1 I I. I I I f 1- I l l (SEE SE f� AS/ APPLICABLE) I i l I i !I I iI . i, i! 1, 11 (I : �I Ii I �� '! W 1 ( I i I I I I i i -- ® Or® 3-mu _ �: i eiL o o o _. I_, _--_ _ 3` MAX I• WIN, 2/4 1/4. 3/4, 4/5. 5/5 t 6/5 r MIN. 1 W/6, 2W/6, 3W/7 III 4W/7 L. - - ---.ANCHORS (SEE SCHEDULE ON SHEETS 9. TO atl) REGULAR STORM I'-,'. PANEL 0 ELEVATION Ma. GAP N.T.S.,/4' (MN. 0E34M .1 WOE AWL m iAm .1I.s"-,--' HEADER , yNOiE -r- TRACK AIr- ,W TOP �� DY'EET MOUNT I. TREADER TRACE - /_SaR[ - - DI ECT WQMi 46' 32' 1. 15' SS' SO. '• IsS' •XI.STUD ANGLE 35' 32•32' 32•42' 36•1. -F- TRACK55'•32• 42' 67' so• Go- I W SGE ANR1 50• 32' 32' 3r 00• 1. 66• SW32' 12• 1 36' eo' S/' S6• MAX. cM I SECTION A -A T 01. N.T.S. 10 IlMM (1) L+. MMON ALLOWABLE PANEL LENGTH FOR A GRIN P09M ASA DESIGN LOAD. L-: MAX ALLOWABLE P14M LENGTH FOR A GIVEN NEGTNE ASD. DESIGN LOAD. (2) PROCEDURE TO ODUAWC W MA PANEL LRGTE GIVEN A POSITIVE A10. DESIGN LOAD, DETERMINE WXV" PANEL LENGTH 'L.' FROM SCEMAY- GIVEN A MECATIVE AS.D. DES" LORD. DETERMINE MAXIMUM PANEL LENGTH %- FROM 509MLAL FINAL AN%FMUM ALLOWABLE PANEL LOW" S EOUA 10 THE OWN DEiEK11e4ED PANEL LENGTH scram T..• AM 1-•. (3) SEE SCHEDULE BELOW RA MN. PANEL LOW" FOR POROSITY QUALIFICATION. 1 W6,ALATGNIS On) WOOD AE AWED TO 1 95 P.P.R VAX ASO. ESGN PRESSURE RATING a - - - ASE* s, 10 a 11 FOR MAX ASO. OMM LOADS a MAX. POND. LENGTHS FOR r - VLGLeV.y+ '• v Te FLORIDA BUILDING CODE Mon High Velocity Hu cons Zone • 44167 'G _ 'a Tviz'a. 4c. 24 GAGE GALVANIZED STEEL STORM PANEL `IP.w *:. • * $ ANU TOTE DF *a I L E Ci O I IIc. PROTECTION PRODUCTS. U.C."/aam •`. �-f.., y s7^ _ _ L % ORID►, 4E. +rY / -w MOD "OVAL ' a, sas" 20-175 tie['[9LG .av' 1: oq Ri�' .Y`a•p�-,rt�" f•1- YWa• na:..)M-7966. PAP, M4j6*-"W -- - _ _ �. .� OR:MNe MY INSTALLATION DETAILS FOR REGULAR PANEL 1 INTO WOOD STRUCTURES -, - _ - _ ---I I. I I SEPARATION I � 1 . . I ✓ WOOD ANCHORS ' M GLASS- - _TSEE SCHEDULE ON !l 1/.-.-M,• r .._ (sCE SCHEDULE I I1V`M ,- - - 1 - O es,,,EHO1 HEFO can 1 ON SHEET ',) peln W SHEET 11) I 1 -. - W e 4 '/r ot. L- I ' ,' _.___ _. 1 T_ __ --- -, - PANEL LENGTH WOOD HEADIER WOOD ANCHORS ' G1/LSS REWIRED _ `. _�. . _ i 1 I (SS SCHEDULE ON � II ai i __-- -=`-fi --1--; _LFOR I, '�. SHEET 11SCIEDULE I in _ -i 1 1 v ., iof ' - I I WOOD HEADER - I I _ i MAIL. IED ' 1. T 2' L 1 REQUIRED N ____I K . ,.' 4 Air, P I I - -_ - 1,. Ii _ EOt . . .. li�', I e ' 1' ._.___-ii._.-- 1 1'1 I ��'�L 1' MAX. LONG ALUMOLW 5PACERS O 12 t/2• 1 I I --�J La O.G. (SEE TABLE fI ON SHELF /I) 1 "BELOW Mr. I SEE NOTE FOR LIMITATIONS rTMt Z• Cl)V1 'A '- '�,, W%. i I 1/2• LONG SLEEVES 1I� SEPARATION 1 1° MAX. L I Tog If I I 6CH[� 1F ,jl SCR�EDULF (SSEEELSL ; (SEE r( W SHEET J) ON SHEET 3) I-.. ONSNEER 3) E FEMALE 0 OR PAWL _ _ I:. i. PLUS (SPANEL EE SCHEME ON SHEr 1) 1 ,/!•�ffi,• 1 l 1 ' ) a MELRfA 0 I I -,I I I _Yin EXIn i _ I I ,mN 70®1 -h ESN-G-� TOG1A55. -1 - _ C PUTS REWIRED CLASS GtAss 1 ' �OOEEN 3jE �l 1 ` I SHEET I DIRECT MOUNT W/ SPACER 0 L- -- _ I I 7k I ALTERNATIVE 2YY' i fJ n ' 4_SA' scME s/sw, 1 I L_ I SEE TABLE /1 ON SHEET 17 FOR MAX. PANEL LENGTHS t I 1 50% I O 12 1/2- O.C. S E I I OF 'L' n r 1 LAM%. A .0 DESIGN LOAD" FOR THIS INSTALLATION. _O I ' - 1 �i/2' ti I 1 QC E,A 1 _i 4' I O . 1 1 -------.1 EO - I1, - I -, ' _ ANCHORS 1 .. I * TK MQg- J, _ . _ __ ---'-t - t _ ..- EU STAGGERED W// STUD t (SEE SCHEDULE ON I SPACER Y MAY E 1 ,/a• LONG w' 1 SHEET I I) (1) RIWMLAIM 6 lAWlm 10 A DIME sloe, 011LD966 MN IT-0• -L/��7 MIME AML' 2'X4' WOOD VJ *"E' { "Doff 61AN 1iF� O11MDNrLDT6NpG1L0 7MTFPW PUTS REOLLRET) !I!I!I WOOD ANCHORS I• MM svN4pGM To a.K9 .ccARn 2'X4` W000 WOOD STAGGERED W/ STUD OM >aFET 3 MN E R®UCIO ro 1/P Aa PLATE 1 00 AOCHOE 1X1N0 TtNU ca14.9NINt M hAAAl MAR roWu1 q OR (SEE SCHEDULE Oh lOM4 A6 TALC /Dix Mm".4 AE Pr4E IAA PLL6) 9INL E 81W0Ea 1M,IMA A 6 I/<' 0.C. SHEET I I) Ibtota WON I (MISS 6 A ESIILTMN F110M ix ,n• oD. 1ANq RIMMED O/ 1 96Er q �: (1) MAXIMUM RAM.0% -0 o t C) MAX H ME PANIC. LOON 6 UMM to W A M pENNG I - - 1 I (2) Navem sraN. HARE ust 6 I MO 6 A nBnpCGN Mw LMMR PANEL LEWIS ALOW6D OM I'. 906TAAt SHEET III. I I WALL MOUNTING ni j (10 I In' UM 9%= CW CWO 9N SILL E A POICAW ON (3) 9WBLL MALL IMarAUAGM 6 SKY 99E L N6fALlA0M or , i/a• LOG >dvi9t M H9 ONLY SCALE J/6.,• I ... ALTERNATIVE t W afro AM E1Onw tIQO rIAALN Wu 1 FOR 11l0 - I. 2 AND 3 .O Da"W" N ASAP . EµtM6� 00 1K 2010 (10 COMMON) O THE h010A SCARE ]/SLIT (a) eeTALIAT011 oKT rot W!O , 3 zoEs t, x a 3 PE11 A6IM L Vol e-4M. DER A. T/(L/ �--- -- --- to """ '' Ht'77FS: :;/� FLORIDA BUILDING CODE Mon High Velocity Hu cone Zane I INSTALLATION N FOR NSTALLA ON ARE ONLY VALID 0 MAX. ASO. n Nc. • T2 AWe2D RED. N. NOTE C TI OF SECTKINS: FOR DYa1NRt oN c NO 4 . 41 DESIGN PRESSURE RATING (p.a.1) AND PANEL LENGTHS i*- * 67 C _ 24 GAGE GALVANIZED STEEL STORY PANEL o4NeN W. * TOP h BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR _ IN ANY WAY TO SLIT ANY ALTERNATE 2w•) = STATE {E{.IECOIMe. GLOBAL PROTECTION PRODUCTS. U.G. ICOMBINED ___ NSTALLATION. 0 •. [ a4b 5W. S1 s11A 'Ly ORID . aNLE.. 3DN 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD U,ly - e. r r M "'•"'�•tl 4F,-+w PNanE (w),r-THL TAX (46H)NeI-aKRIT 7 2O-17S MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFlC -4E. S/ 1■0--M DR11WW0 .r DENSITY OF 0.55 DR EQUAL. /NNRNRpI AA/aN[ C4-�7n '�'"` "` `"• .N WNiFA A T1LlT WILL P-L , 41 4w s EEa O4 GENERAL NOTES N0 R16 R r . wrFT_e�. rW � 2 MYn s (C) ID__7i�STI(g' WR= :MN yPrrrlr �.P.uEY_ c . D,%�E , V I' DOCUMEINT (P E.D.) HAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE - T/4"6 TAPCON ANCHORS, AS MNNIFACURED BY I. T.W BUXDEX, INC 1 510RN PANE(. SHOWN ON TINS PROot ,,- FLORIDABCY WITH THE 2020 (71h EDITION) OF TIE F(JRAA BW.DNG CODE. 1NIS STORM PANEL SHALL NOT E INSTALLED AT HIGH - #,4-10 PANEIMATE FERIAE ID NA PAtEIlAAE PLUS ANCHORS, AS NANl1FAL'7URED B'f ELCO CONS"hKTKA PR00lIC VELOCITY HURRICANE ZONES (MAMI-O.ADE / BROWARO COUNTIES) - 1/{'I LAG SCREWS PEA N.O S. DESIGN WIND, LOADS SHALL BE DETERMINED AS PER SECTION INN Or NE ABOVE MENTIONED COOS. FOR A BASIC WINO - T/IB•e . 5/6' WOOD BUSHING. AS DISTRIBUTED BY ALL PONT SCREW. BOLT Is SPECIALTY CO. ,` P F • FACT AS 8Y 1 JURISDICTION WHERE STORM PANEL WRL E HSNL.D AND OR DIRECTIONALLY OR S'FED REQUIRED THE NSDIC,KN y KD.O.BS, LBiMNG ASCE I-16 AND SNAIL NO EXCEED ME MAXIMUM (ASO) OCSICM PRESSURE RATINGS INDICATED ON BIERS C,j YINNIIY TNE,VAED PENETRATION INTO WOW OF iAPCON ANCHORS SNNL BE T //Y AND 3' FOR ELCO PAN E US 3. 9 tH RU 12 At 17. 10 AND PANELM{LE FEMALE A N oROFiN TO WEARY THE ABOVE CONDRION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIST n� REDUCED TO AS.D, DESIGN PRESSURE R,L1IW BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE TRIES( W/ MAX (LSD.) cl) MHWMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2- NO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 a 17, 18 PENETRATION INTO STUCCO SHALL E CONSIDERED AS PART Or THE REOIANED THREADED PENETRATION -1 Q IN ORDER TO VERIFY THAT ANCHORS ON TINS P.ED, AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOW WAS DBS USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERMNM IN C 3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL BE AS WOCATED IN rNIS DRAWING IL O ACCORDANCE WITH N.D.S. 20t6, 4 •. t 4• I 1 - 1 STORM PANEL'S ADEQUACY FOR IMPALE AND MIND RESISTANCE HAS BEEN VERIFIED N ACCORDANCE 1NTH SEEDER 1608. 1.2 OF [.Il MINIMUM PENETRATION OF W00D BUSHING SHALL BE 5/6 ! P-20 SCREWS USED SHALL E !2 LONE NMM V . THE ABOVE MENTIONED CODE AS PER AME6CM TEST LAB OF SOUTH FLORIDA REPORTS JIMIA 01-01 AND 00219.02-09, AS SHOULD STUCCO EXIST. NO 1' LNNWUM FOR WALLS WITH NO STUCCO 3 .f. Is A A51M E 330-02 STANDARDS• AND AMERICAN TESTINF, LAB SOUTH FLORIDA REPORT I1123.01-10 AS PER C.5) IN CAST THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCGA OR WOOD BOARDS E FOUND ON THE EXISTING 1 ' PER;, AND tA5-20, ANO TAS-203 PROTOCOLS, ANY AS PER WCUtATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF TILE .5 WALL, ANCHORS SHALL E LEND ENOUGH TO REACH THE MAN STRUCTURE BEHIND EHND SUCH PANELS. rIORIW BtLLDING CODE ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) a C.4) 2 ALL ALUMINUM EXTRUSIONS 70 BE 6063-TB ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) SEE 94Er 2 IV) ANCHORS SHALL E INSTALLED FOLLOWING AL OF THE RECOMMENDATIONS AND SPECFK. TNNR OF THE ANCHOR'S MANUFACTURER 4 Q 3, ALL ALUMINUM SHEET META USED AT CLOSURES SHALL HAVE 3105-HIS ALLOY 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECWN I Nwourw 6 (SHEETS 4 4. ALL STEEL SHEET META PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTM A-553 GRADE 80 MINIMUM, G-90 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® a(b SHALL NOT BE USED. l STEEL DESIGNATION w/FY. 922 A -A (AFTER ROLLED). 9 R STALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE t Cb 5. ALL SCREWS TO BE STAGINESS STEEL. 304 OR M6 AISI SERRES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN BILDIHED Tp MSURE PROMH ANCHORAGE THIS SHUTTER STALL ONLY BE ATTACHED TD CONCRETE SOCK DR W000 FRAME ,.;. BUILDINGS 00 51a W/ 50 NII YIELD STE.NCTN AND 90 lei TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA 8UILQN6 CODE SECTION 2.11 33.4 10 EACH REGULAR STORM PANEL WAD" LENGTHS OVER 90'. AS PER SECTIONS i, 2, 4, 5, 6 AND ALTERNATIVES 1W. 3W a NV ON SHEETS 4, 5, 6 a 7 RESPECTIVELY. SHALL HAVE A LEOIBLE AND READILY VISIBLE MARKING INSTRUCTING 004ER OR TENANT TO 6 BOLTS TO BE ASrM A-307 GALVANIZED STEEL OR AN 304 SERIES STANLF55 STEEL WIN 36 Hsi MINIMUM YIELD STRENGTH SECURE PANELS WIN APPLGBE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING 7. ANCHORS 10 WALL SHALL BE AS FOLLOWS. I I THE INSTALLATION CONTRACTOR IS TO SEAL/CMAK ALL SHUTTER COMPONENT EDGES WINCH REMAIN IN CONTINUOUS C(1MAC7 WITH THE BUIDNG TO PREVENT WM/RAIN INTRUSION (A) T EATSTIHG POPIM C - 1/4'9 TMICON ANCHORS AS MNAIFACTUREO BY IT,W. BULDEX. INC. (M:n. Gc.3192 ot.,) 12 STORM PANEL INSTALLATION SHALL COMPLY WIN SPECS INDICATED IN THISOPAVING PLUS ANY BULDN/G AND ZON2CTI O REAIIONS - 1/4. 9 . 7/6• CALL -IN ANCHORS, AS MANUFACTURED BY DEWALI IN PROVIDED OF THE AMSDIC'T04 WHERE PERMIT IS APPLIED TO. ,/4'9 . 3/4- SOLID -SET ANCHORS. AS DISTRIBUTED Bf At, POINT SCRFTW, BOLT It SPECIALTY CO (MIA. 1 TIN P L MOT NT 3 R S 1•R001]LT EVALWr7DN IA,EH(T E D PREPARED B< THIS ENGINEER S GENERIC ANC GOES PROVIDE IXtAA710N ()FOR ANEL A SITE SPECIFIC PROJECT. - WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED (14-10 PANELWTE FEMALE D e PAfiELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CON$1RLACFNN PRODUCTS, 0 ATE - 1/4Y ZAMAC NALLN ANCHORS, AS MANUFACTURED BY DEWALT, +MC (b) CONTRACTOR TO E RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION NCLUDNG LIFE SAFETY OF nIS PRODUCT THIS H 1 T THIS T A I) MINIMUM EMBEDMENT OF fAANCH ANCHORS INTO POURED CONCRETE STALL E , 3/4', Y :OR ELCO PANELMATE AND BASED UC K P.E.O AT SITE I HE/SHE DOES NOT DEVIATE FROM HE CONOTONS DETAILED ON DUCUME CONSTRUCTION SUETY A7 SITE S THE CONTRACTOR'S lESFPONSI&LRY , ]/I' FOR 2AAAC NNIJN ANCHORS. (0 THIS PROQ.K.T EVALUATION DOCUMENT WILL E CONSIDERED RNAID IF MODIFIED A2) CALM-N At SOLID -SET ANCHORS SWILL BE EMBEDDED I/O- INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL HEPERMITTED, 1/4- I-20 SCREWS USED SHALL HE 1/2' LONG MINIMUM SHOULD STUCCO EXSI, (o) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REQ= ED ENGINEER OR ARCHITECT WHICH WALL BECOME THE AND I• MINIMUM FOR WALLS WITH NO STUCCO, AND MAY HE HEADED SCREWS OR ALL THREADED SCREWS W/D HEAD, ENGNEER OF RECORD (EDA) FOR THE PR"CT ASO WHO WILL BE RESPONSIBLE FOR THE BUT WADI WING INNS PROPER USE OF THE PE.D ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE PLED ENGINEER, SHALL SLBMIT 70 THIS UTTER THE SITE SPECBIC CRAVINGS FOR RENEW A.3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS E FOUND ON TOE EXISTING WALL OR Ft". ANCHORS SHALL E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (.) THIS PTO. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL E AS MENTIONED IN Al) AND N A2). ENGINEER OF RECORD THAT PREPARED 1T (a) TO C(LST NC CONCRETE BLOCK WALL AS ,N C-90. 14 SHUTTER MANUFACTURER'S LABEL SHALL E LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4' 9 TAPCON ANCHORS AS MANUFACTURED BY I T W BURDEN. INC. PANEL SHUTTER IN ACCORDANCE WIN SECTION 1709.9.2 OF FLORIDA BLOLD14G CODE. ONE LABEL BE PLACED FOR EMERY OPENING LABELING TO {OMPIT WITH SECTION 17099.3 Or THE - 1/4. 9 . 7111 CALK -IN ANCHORS, AS MANUFACTURED BY DEWALI, INC FLORIDA allLD34G CODE.SHALL - 1/4`0 X 3/4' SOLD -SET ANCHORS. AS DISTRIBUTED BY ALL PONT SCREW. BOLT a SPECIALTY CO - #14_ 10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRI'xXI■M1111D��' - 1/4' 9 ZAMAAC NABLN ANCHORS. AS MANUFACTURED B/ DEWALT, INC AN EA A. WI) MNIMLAI EMBEDMENT OF TMCON ANCHORS, ELCO PANELWTES AND LAMAC FWLIN ANCHOR. INTO THE �' CEFLORIDA BUILDING CODE Mon High Veltic NuMcons Zone BLOCK UNIT SHALL BE 1 1/4• S F�,V 9,2) CAN -A a SOLO -SET ANCHORS WALL E EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT. NO �44 wlw tiTon. IIIc 24 GAGE GALVAN9ED STEEL STORM PANEL DNRF,'I N. STUCCO SHALL E PE'RMI,TEO. 1/4• 0-20 SCREWS USED SHALL E 1 •/2- LONG MINIMUM SHOVLD O EXIST, *AC) r' MINIMUM FOR WALLS WIN NO STUCCO- .p; orhlryge E L PROTECTION PRODUCTS. U C. STATE�,/!/� . 9. / C O INc�A :B.3) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PAVE15, STUCCO OR WOOD 80A1105 E F ' DRI__TMLA T e E _11a'A R H3tT T( ""'....Wass ""' 20-175 IXISTING WALL. AHCNpRS STALL E LONG ENOUGH i0 RFADN THE WN STRUCTURE EIRINO SUCH P H, .w 4.11 g1_,4w ro lW0 PH -•In TITRE. pNnlw-7e.q rAc (90.Me-WTI) S -...ANCHIORACE INe SHALL E A9 MfIRTIONED IN B.,) AND RN B.2) IONA\ P.E �tIE rkmmT,I F W 4w 4NI/Ia M NWLTEP ♦ *lUT i., WE ,Pm INSTALLATION INTO POURED E�STRIG POURED .CONCRETE OIE CONCRETE BI DETAILS CONCRETE OR ._..,POSTING FOR REGULAR PANEL CONCRETE BLOCK vOLIRED CONCRETE (EilRl C9NCa[TE BLACK STRUCTURES REQUIRED f .. REQUIRED. .. CONCRETE ANGERS .. .y CONCRETE ANCHORS (SEE ScNEDIAF ON •: SHEETS 9 THROUGH 10 -0 (SEE SCHEDULE ON �,rlE.. SHEETS b THROUGH 10) 2 FASTING POURED CCyNCETE OR 'J J \.•� __I CONCRETE BLOCK ��} ,/Nl►aPA" ._T F- , V/2• , - x%i ',1, J. .- ,,/4• REOIMIED. 4`/ _. Lser aHilA/oi. �R ,__... _. _ ._-" f .A4Ai... _.._ __.-. __ I CONCRETE ANCHORS : �r.' _w-R9e _...T ,. , (SM SCHEDULE ON, ., I EL r" r I E; J I SHEETS 9 THROUGH D) : I 1 J!J 1 , ' i; , 1 I . ; 1 t 1 ( i jvt I I �1.J _ ..,- - +16--. T - eOR I 5EPAATON -T - .. 1 A a 0� R FW L I- TO GLASS i O R _ Ir _ _ - Jb SEpARAT,OF1 -'I TO cLAss I >U) _ ' __.7. - _ NDUS w ..T _ v. oA j � , WHmoa r-67 1 ETD -. ,,: N 1 1 I j( 1 C NNK IXISIIMIG (SEE SCHEDULE T.• me. F (SEE SCHEDULE , '.•, CLASS ON SHEET J) I PANEL LENGTH I I (SEE SCHEDULE ON SHIFT 3) I Y ON SHEET J) N H ` I I 1 I PANEL •L• y66 IMn. 7,EPARATIpN (SEE SCHEDULE LENSCHEDULE I Y' Ms. LLENGTH I CONCRETE ANCHOR'S _ Vol _ I _ (SEE SCHEDULE ON, - I I �.., R EDULI I ON SHEET J) i ON ,! Ep 3) (SEE SCIEDU E ON SHIEE7 1) _.--.I SHEETS 9 THROUGH10 i --r E 1 ~/ N 1 1 J' T _ ! i or 1' GS l 65 r .110) i 1 1 _ " I MAX. 1 4- 1 4 ►Tb1 i4 I 50X 1 OF 'L• E i /'� E E, LD i _�. '. �� ::; MSC ; . ..! I MAX. _., , L:I 4! i ,,, I ,' t y << , E.D. 1 ..i I I E p / E.D. 1 I 1/2. .CONCRETES /i., EXISTM U D I 1 +- _,. W.I..eX IIYK. HIMD . 1+M re. MOP ! ' (ONCRETE BOCK I +' • 12 1/7- DC I _ CONCRETE ANCHORS_ _ ,' I APPLICAOIE) J 1 -- sLelbl ON ' -.,. �1�E7) ,/4•-ffi,• Si YS. r/ MIA ,. 1 �`9-� -[0 vO-- a /2 ,Jy at. I.Min' - RECURRED. _; ' 1 _ _ 1 (SEE SCFEOIAE ON i �, f _. BEETS 9 THROUGH 10)N`: 1' -. _ - - - ' 1 ALTERWIE _ _. i W/ aNLr N71EN SOLID : Z 9ET a GNX-N LEG LOCATION .EXISTING ' ` 1^` ' ARC USED a W/ WHEN POURED CONCRETE OR BLOCx ALTERNATE CDWCRM L7t�rM PO17t1ED CONCEIT -3R CONCRETE ANCHORS T ME USFDra � UM ANCH10R5 CONCRETE BLaCN EpUNED. (SEE SCHEOtAE ON SWOONED W/ SAD. SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 9 THHFQACH 10) SCALE 3/N.,• SOLE S/6.,• ' *"00 MuAUT, �/E �a 4�: E�CEN ' l FLORIDA BUNGING CODE Non High Veloc) MIA cons Zone ��ECMDNS��: E.D. EDGE DISTANCE (SEE SCHEDULE ON TOP @ BOTTOM MOUNTINGS CAN BE _ 0.44167 EnrFob * : " •o, STATE 09" � * -- q90:, ,r -.-..- �' /OR(D� WG 24 CAGE GALVANIZED STEEL STORY PANEL I L E C O IMe � PROTECTION PRODUCTS, LLC. a aoD se. s, sTIET ItAV- R. 33 1. m'111,. � a� SHEETS 9 a 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. '96ytc . .. •'v / •Y .- Na wN.A NVYa n. , e.- : o.M`-1-w . - : am --- " nnc (Esn■-7PAR. FAX ")M-Inn 20-175 TAN JO CA-�,s - - Y - OIM41r ».. Nr11111 tTIE/IIAR -MILE A RL1 W.. PL Y 17-1M AP 6QT .019 INSTALLATION DETAILS FOR REGULAR PANEL I INTO WOOD VE LEG 4•XS• (MIA.) EXISTING Wyqppppp - - -__ _ -- `A= BEAM REQUIRED STRUCTURAL ADEQUACY OF EXISTING WOOD BEARMI TO HE CERTIFIED BY -?EO ce -.� REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER _ - / �E'j I I 3' 'MSfAWT10N' VCCO ANCHORS ALTERNATE WOOD ANCHORS SCHEDULE ON - - 1• MIn - .Sr ,AO wIu HTA iiW (SEC SCHEDULE CI SHEET 11) (SEE SHEET ,1) - W - EQ _. LM®I ,OH sou. a ' SLl .LS ./ en w.Mwry G 1 1/2. _.� e 12 1/T' oD 'M 1 44i-_ { MAX. WOOD HEADER '- ''1 -' t/2• ----'-'__ __ 1 --7'- _ EXISTNGG_1 Ol i _.-... )ASS-7 U I0�iS -_ I REQUIRED - _I _ - i __ 1 1 0i.. Nan i • 6 N Try• 9c I 1` I 1 1 I ISFPARATION TO ' ( (SEE SCHEDULE ON Min SHEET /1) ,.L. O I - 1 @.. I I l` - J 1 ':. \'If OCHE (SEE I ,/4Y-Tm,' SCHEDULE ,.- I I / . I 1 ON SHEET 3) 1 eBLT W i 1 Min. SEPAFVATKN TO CLASS I : I - VN._- �' II _ Ju � � F TT �N i• MAX, 1 - INi61N OAI 7•e') _ - PANE (` N@f SCNEUAE ON SHEET 3) 1 1. __ -.- __ _A ' -...ENGTH Qi'~eDtm'i57, i• Au% 10 PANiI LENGTH { SCHEDULE ON SHEET 3) I (SEESCHEDULE IXISTI I I__._. A._._ _' L ON SHEET 3) 1 ''''''ll1 1 1 _0 1 1 _ _ __ _L_. i I 5oE 1 I (�7 a Y• 1 I OF V i ----0 MAX. n I r 1 1 t:l pAk. _ i Cj I ({` I I t - !. I 0 12 ,/2. O.C- i 7_.i_ - - NO FINISHI I :. ) ,/.-_Mv it - , ILI - EQ '.. MAD KanALLOWED I W 6 s ID,• OD "`::0000777 --__ 1- == DECK REQUIRED Z-XS' WOOD - 2'XREOUtMDDU PLA/F. ANGERS WOOD ANCHORS (SEE SCHEDULE ON (FEET HHEDULE ON - _ I „'SHEET 11) _-= ----2• Min.. -- - _. _ �: _ CEILING AND FLOOR MOUNTING ALTERNIAMME 3/11-l" BUILD -OUT MOUNTING ALTERNATIVESCALE 4W N11"1IAW , 3/ " 31�EE�1 Ii NOTE FOR C[wyN:TION OFSECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D - TOP I BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p3L() AND PANEL LENGTHS COMBINED IN ANY WAY i0 SUIT ANY AS PER SCHEDULES ON SHEET 3 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD _ •• NO. 44167 "N z PIT: * }' e{ = y �• STATE OF Q =0i1;• F/O . 44 FLORIDA BUILDING CODE Non h Y Hu "no Zone nllcL Wie70 4MG I.P. 24 GAGE GALVANIZED STEEL STORM PANEL a«R" sn m/r+/foao MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 2r=1__ �'AEF . = ' IL E C O INc. GLOBAL PROTECTION PRODUCTS- (LC• 0aD DENSITY OF 0.56 OR EQUAL " p ORAL E rr11111111.11 / -- �- ! ! M+ i a ,.w. R anA"t. Y WAIL 1.. PA. _Z pIT m-IFN M00OWIEs".. al saw FIIOC (96N7WM-MFa. 3XI 06QW-6M 20-175 R" .-W, PINT Ip.Y - W Y PE ><A,/i1BWLnRE/ON[ NL7E7R a Zi t PE n-1I Is11O1 T O M -9- 0 a) N L Cn Fu N V N p -+-• = s` Q O C cv0� a ��-� to 4-o � c = CU is Fn q 0 -a .Q -Al. O _ • '� O O CD-" O 3 a k • C O I� Itt �Et A V O '}� AF- O ♦ V M O L O /CL F_ ii . _ (n Q 4 z W J U) -,I-H9 (1) _(1) CIO O CL HCL a) U W O U l� /a)■ V I W LU Q Z Z Q -J a SHEET NO. SH 13 O G END CLOSURES DETAILS I OR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE E-Z HANG STORM PANEL(f) SYSTEMS SAFETY & -I ,.. 1 1. ;\ ; .1__POURED CQNCRM ij OR '� ( •© Y x Y . 3' ..ar 31m n-14 on 9063-n AUD, Can.^Wft . VS�iI 1/. 11/2' ANGLE WINt (4.4 • 13/4 P TAPCON • 2 O.C. - _ 1 Mfn. POURm CO+CETL W41C1E1E votAm I I/4Y . 13/1' T.1/COM .A 1 O.00a W 2 „OCO FWAUE` 2*.e *T[ MU7 1/2' 1 �'> E �,i 1 �___i'''JJ�. OR NKIIa O tz' G. W.'r A[aAiED i'M' W000 1Y4Nf ® •Ft 1 \ S' AW REAUIIm 1 \il, ., ?�/�� / , 11 1 1 GiIF RIN[t- 1 •/a', . i !/1' I - T• 1_i / -''- ANt>OR I TEINATE LED LOCATION 2' e Y R .OSS' m (..,5 • 13' O, C. VARIES 7. ; Y a 5• • .OSr EOM. I 1, r Ma f34 L as y{ I ALUM. MALE ON 2j1 I AN, 3106-N154 SIREN POURED L'ONCREM CONCRETE _ _ _ �' Y a 4' a .1ffi' 4 ,_� _ 1 1- tom' THEM 'YIM. EM NMtt BLOCK ON YN- WOW FRAME 1 -N1. bk- 1 ,� !�' (If REOIwtCD //� -T 2 s0e3 6 MLOV ti. - l \ �' Nea. / EOM. MAY• ArRXLE { W^ 1 4:r.:!• _J , IAOA GAP aN e063-5-7 a'.a04i _N'.Y. ON ,Y OC- Q-t MI4 W/i,C1PM Cent Mun. ANTE W CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4'-T' SCALE 1/4--1- SCALE 1/4'-1' SCALE 1/4'-1 --. 1 S0.10-SET OR CMn-M (00 AWE 1 FauMo WNpBT[„ EpSIR1O tlsf A-tEMAIE O 1"' I- - I . 1 OR WHCRETE 9LOCN -7bP, am ON PANDMATE P1N5 (S� �� IOUIIED coNGK7E q1�\ a f / �`� \ a•.4• waoD smcs oPOHaNc sCNE01RE ON 7H1EETi - (INN PAME1. COHA`RETE 6IDLTt blf VARES� O �f FRAME IIEaLINED AS NR1OtlfE 10 6 r) _OVERLAP 2 FeAAE5' L1eI �j IYEYL 1 U►EN"0 HMO. PORED CONCRETE. COICRnf ��, ,:: i.,- ;i .:., KWK FRAME tl 5 ` OR 2%e WOOD I - 1wOtNED :'�I / I �//i - t 14 ;31.- uz / 1.4-j - -�//�� .I vARIES i V' •`'/ �® :"i, ``� 1,1 >R°U fG,7 EL FRONT PARALLEL TO i �J «ALL (NEVER CVr Eta) MNEIj _ X . ao. DISTANCE �i�7FJ I fm.> N _ �-,..G ,.__ ,._.1 ,.,,H4HNNN. CASE G (PLAN) s! �' NNON�R.".P A. TIT, ,�!� R.... \ / Nn4,�c i Wad •,�[/j SCALE 1/4'.1" VALID FOR MOUNT INSTALLATION ONLY R DIRECT �t RYr.rPc ir"�:.•''VCvq .••'91. F S CERTTFIED PANEL INSTALLATION AT WALLS W/ 3 No. 44167 S.• SURFACE EVEL VAR ATIONS Vane" 3/4 * ( * . * F 1 FLORIDA BUILDING CODE Nan fth Velocity Horricone Zone CASE E (PLAN) CASE F (PLAN) _ -. g� 16R0° M. 24 RAGE GALVANZ2D STEEL STORY PANEL SCALE 1/e-1' SCALE 1/4•-1' s 0,e f(ORiD4'-.••��, oYAN Nm �`°, s'/ ILIE C O IN,. Wft PROTECTION PRWUCTSF U.c. °'/"a, '° INN", .. ` 11LLR R OOMPA4/0 .Bm u. 51 snw r ��i/7.9`3 1111. �. i i 1�e W�F ]nA -IL R 3"m % - am r, Z "r 1M n1H,E (i4)Soe n4a, EA: (a64MK-Nn7 20-175 C4-=T1. N,�,u l�n., OM1NNa Na PC 4M/SaMtl1NC/W1E WATER A TW A,.. PE Y N-W OMaI . a n NI (VALID ONLY FOR PANEL iQINSTAUATiONS AS PER AL-ERNATNES 1W THRU 4W ON SHEETS 6 B 7) MAX. A.S.O. DESIGN PRESSURE RATING (P.-J.) MAXO M ANCHORS SPACOO FOR ED. - AS SHOWN ON SHEETS 6 a 7 APP TLICOABLE tt TO I IL Arf/ C8M91RA110N OF THEM LM%NA Y PINNEI LENOH 4 'L• (IL,) TAPCON LAG SCREW PANEUWTE FEMALE 0 PANED ATE PLUS WOOD BUSHING 13' ,3• Ir 13• ". W (TOP) 13. Ir 13• Ir 13• Iw 00"aw) 6 1/2' 6 1/2• 6 1/2• 6 I/2• a I/e 2W CRIP) _ _ 8 1/4' 12 1/2- 6 1/4'2W(BOY111) 5'-0' OR - I` 'L---I -r--- - e.- - (TOP) -- LA'' - -- - - !• ---- (BOTTOM) 73' 13' t3•- IJ' 13_ (TOT') a5 LESS tY _ _ t'• _ _-_ 13' 13' 1r (e0n.) 13• 13• 13• IS" a I/2• W (TOP) 13, 13' 13' 13• Ir IW (BDN)M) 6 In• 6 Ile 6 IJY 6 IJY 6 ,n_ (TOP) e t a• 1 / 2 2 B 14• BOTT.• yoc 4 1/2' A• - 6 t/Y 6 Ile - (TOP) 14'-4 • 4 IJ2- 4 7/2• 7" Y - - Jw Om7TOul ,0 1/2, 9 Ile _ 12' --12' 4' W (TOP) -.-13' IT -/3•- - 13' `..6i/Y (BDRDn) • SEE TABLE /t FOR MAX. A.S.D. DESIGN LOADS a MAX. PANEL LENGTHS WHEN SPACER 1�, IS USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 MAX. A.S.O. DESIGN PRTH ESSURE RE (PA".) MQOMUM ANCHORS SPACING FOR E.Q. - AS SHOWN ON SHEETS 6 a 7 APP TERNALICABLE / G,OMA ANYF THEM MAlI" PTIVES ANEL -0 (N.) TOICON LAG SCREW PANELAMTE FORME to PANELAMTE PLUS WOOD BUSHING Ijr 13' 13, it 13• Iw (TOP) 13• Ir ,3 ' 13' Li-,w (SOUGH) 6 1/2- 6 IJY 6 1/2- 6 1/2- 6 1/Y 2W Dom .45. -45 W 475, -75 _ - - r - - n _. 13' - 6 I/4- - I. - - - e 12 t/2' - r - r 6 Ile - _-- - -- -- _ ___ I!• --I Ir (901T.•) _ �._. S''-O• OR LESS - 7 1/Y It. J,Y (BOTTOM) BO -- _ _(RIP) - ii (BOTTO) _- tY .. - 13 _ - -1-1J• __- 13' 13, ,J• 17 --- IY ' 13*13, Ir to' 1W (top) lY 13' 13' 1r 6 Ile pta (BOTTOM) a 1/2• 6 Ile 6 IJY 6 tn' 6 1/2' 21F (TOP) - - 6 1/4/4^- 12 IJY 5 1/4' (9DTT.•) >5T'O� 4 I -_7 1 2 7 1 2• - (70P) r 5 2 ' e•_ e Jw (BOTTOM) ) 13• 12' _ 13' - 13'�_. _ S 1/2• B (TOP) 13' 1}' 1J• 13• TO• 4W POTION) • SEE TABLE f t FOR MAX. AS.O. DESIGN LOWS a MAX. PANEL LENGTHS WHEN SPACER 4R IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 7E &LA a ASD. DESIGN DAD PANEL LEIIHiH 40 PSF OR L.SS 6'-a. > 40 PSF TO 50 PSF W-2• > 50 PSF TO 6) PSF W-10•. A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE gLNA LE ID OR PANEL MATE PLUS ANCHORS a W/"5'+IT Mwh, 1/2. O.C. l 3 .. �CENS -. . :.JXTE 4167 = OF �c-- "%$OF •.R1D'. J /�� hi•0_...•,uV- YQD'0 1E0p 24 GAGE GALVANIZED STEEL STORM PANEL WANT W. mom PROTECTION PRODUCTS. U.C. " ° i LIE CO... . 4em ". 6+ saw 0.w. R =I. R46 (°•A)ai-7W. FIX: M.)@"-Nm am .0- a a., -X R Ana. am ---.-;a .-IMP 20-175 r !QT +1 R to SM-I I4O1 A...V INSTALLATION DETAILS INTO POURED CONC 1/{•0 T,1pCON POANEO ANCHOR O f 0.0 � OR /. CONCRETE BLOat CONCREQUIRETEED. FOR LIFE SAFETY PANEL TE BLOCK STRUCTURES I/ev TA",--- _ - ANCHOR O 9 DID i ' ,, C1) OSnNC, POORER CONCRETE BLOCK BLOCK IE01NfED. r �\ / . Vr v j - �12 2 1 rot /! / I I 1 1 ,l vr.-26,t• ..UNIX@ /, (*V I IO.nI aW, 7-n ( I IL• Ma-, PANEL Unmoor � A. - -:.-_ Y _ - ___i._ _ _ ..I (SEE ELEVATION i' Lin 1 I ON SHEET t2) EXISTING PauacD EDo CONCNCRETE NM CORETE swat REQUIRED tj4.0 PANELAMTE PLUS __. ANCHOR O t2 1/Y 0.0. ui WEEiS ,S R III FOR ANCHORS 171E . SPAOrO FOR offmu.Nnows Nm wo9D PRIME Kmnw& WOMAN 410OR SPACIAM AND MI ANyy 001 OWIAMM ARE MauTOD ON TM SCHEDULE. FOR E.D. LESS TWIN INDICATED ON WMI E REDUCE ANCHOR SPACING BY 14tATIPLYW 1PAOHO 200 ON SCHEDULE BY M FOLLOWING FA F M Fat INS OPOWITTON TO IE PaRKL REDUCED SMp16 OBWAM UWNC FACTOR SNALL NOT BE LESS THAN NINWM WycM MUCKYED FOR EACH ANCHOR TYPE ON I" 9CWONL I/e. AOMoa rat,/Y• Aildwd falYel NOW WOON HWS 3 3 -.WW.AA TOY ON..AM a.) ] 3 .iARBO.I 10.111-000 3 3 ITT eDRNt M mwQ OW FamRIR 1 In e36 - _ 31 .. _... - -� 0A0 1.m - -- =1 Ir ___. I _ ( IJY 1/4• 4 1 ED.-1 %r %, ; -O I , Wn ! 9-SEPARATION I I ro tBn6s i I -- a _ a R I I I l MAI e - I Y 1 A 6' PANEL LENGTH (SEE ELEVATION tl I I ON SHEET 12) III - T __.-_ ..I I I IT �-L P -1__ !f , i • I - 1 6' _ • I 1 CONCRETE - - CONCRETE BLOCK h N - - REOUIRG. j. 'j, 1 00- _ 1 I . . ; ^- 1/4•0 PANELMATE P 'S -- ` ANCHOR (BEYOND) WALL ll3UNIiINGS P� 'u-ENS&* ..T�''s, FLORIDA BUILDING CODE Non High VeloWr Hurrieans Zan *' * ' * i Oe"0 n'"0 at 24 GAGE GALVANIZED STEEL STORM PANEL V.P. 2 0M"A er STATE p�� - , Q W/V/Uw `�$, STREET F It R)0* — / �---' I L E C O ,»c. GLOBAL PROTE ON, DUCTS. UJC. OME. /OM�L f(, 1M. R, - 3M. wAr.a�.. R sew " 2 3R1A 20-175 'VIP .44 wMO.. , w m-,4W -. DIN m_,a 1-4: (1M)Ni rl-4 FA3: (M)Fea-e»7 NNNNMMMLA ^+ - r.� s.. Rr� alMaw w: PE ffK/9WMAEJatE H•A-o0i719 -,... .. 4Nl1EPl A /YLR 8.. PE. .. . MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR_ SjQRM PANEL Ct i INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL01 INSTALLATIONS AS PER SECTIONS 1 THRU 5. ON SHEETS 4 a 5) MAX. A.S.O. DESIGN PRESSURE IAX9AW /N(2OR5 SPACING FOR W1 ED. PER SCHEDULE BELOW ATOPPL10NaLE ° MAIOWY PADL LENGTH ! �N,) MAX. A.S.O. DESIGN PRESSURE RATING MAGNUM ANCHORS SPACING FOR M" ED, PER SCHEDULE BELOW IN APP4Jd9E HNAOM,M Poe tE1rOn+ ) 17WCpN I.IG-SET SORATING PAIE3JIhFEMALE p P tt PLUS 7AWC-MATT" Gtx-IN TMCON SOLO -SET E D tt PIUS YAMC-NNLN GLK-W a �• ,-a lk mIV O"went m m m w OOtxRBaMtIOu THEM To m W�13 m m CONCRETE JIMIRIL W �TION 443. -45 LESS ,!' 1J' I]' IJ• 13• 73' Ir iJ' 13• 17' 13' ,J' 1 5,-6• OR LEA r �-45 .85, -96 i]' 13' ,3' Ir 13' Ir , ] tY 13' IJ 1 1/2, 1 2 / t (roP) 5'-r on � 13' Ir 13' 13, 13• 13• tr 13- Ir 13' 13• 13• 1 (BOTTOM) 13" tr 13' is' lY Ir 13• lr tr Ir 11 I/2 1 (BOnOM) tr 13' Ir ,r 13• Ir 13• ,3' 13' 13' tr 13" 2 (TOP) 13• Ir 13, 1]• Ir 13' 13" it 13' 13• 11 1/2 2 (TOP) 1S 1!' /S' IS• Ir I3' 13' ,J' - U' t!' ,r tJ• 2laorTaM) 1]• 1 Y 1Y tY 1 r 1• 3 1 r 1• J 1 r i 3 Ir ! 11 1 n 1 (BOTTOM) 1r 13_ Ir T3• 13" tY 13- 13• 13" 13• 1r tr 3 (TOP) Ir 13' 13• Ir 13' 13- Ir 13' 17" 13, 43' 11 1/ 3 (TOP) - - 12 1 12 IJ2 6 Ile 6 1/4' 2-7J-7=... If. - - 6 Ile 6 I/A• 3 (BOTTOM) - - li in 12 1/2 6 Ile 6 Ile 12 1/2 12 I/2 - - 6 1/4• 6 IJ4• ] (BOTTOM) r r 6• r 8' . 0' I °' °' a- °• 7 ln• 4 (MOP) e' 5 1/2' a' °• e' 6 ,J2' a 7 IJ2 e• e' r 5- 4 (TOP) e'-. ,r 13' -- 13.:-- J ' _ - ,r 4•- ° Tr °— ° - B. - (11onD11) 8 lr tr U' ° -- - e ---.. a, - - ° -- - ---- ---.---- (BOTTOM) U• - w-4 +3• 4; IS- Ir 13' t!• IJ' S (TOP) S (BOTTOM) - 13- 13' 1r 13• tr ,r f]' -- Ir ,3• IS_ ..I - -- IY I -1] 11 I/V0 I 1/2 (TOP) S (BOTTOM) s P 6 (°OM--) /]• t3' t3' -1S' ,r 13' 73` 73• '3' 13' 13' 13' t]• 13• 13' t3' IY q` - 13' ' _ 1 ! 1 ' 3 6 1/Y - t • 3 6 Ile 1]' ---(- 13' - - is- -- -- 13- _ _ - - 13' 6 1/4• _ t7 6 Ile ea (lOP) 6 WIT.-) -- r --- ,, r r 1 • J tr , • ] /r i 3 1 3 ] - -- 6 Ile iiI n 6 1/0 - - _3 6 1/Y f I/4• - 6 iJY' 6 1/Y 6 Ile 6 Ile - -- - IF S' 1r 110 1/2 tr r 13• r 7 1/2 5 1/2 13' 4 I/3 1 11-1 >5•�• 70 U'-Y 13, 6• Ir tY it 6 tn' t3• s Ile 9 I/i' 6 1/2 it S 1/Y 1 ) >S'-r ro 9. -Lt. it r Ir I It, Ir 9 1/2 tr ' 9 1/2 10 In 7 1/2 13' r t (BOTTOM) 13' 7 IJY 13' 13• Ir 10• Ir to, 11 r 13' 6 in' I (BOTTOM) Ir S• Q* 110 Ile t3 r t3 1 7• 7 1/2 S 1/2 13' 4 1/2' 2 (TOP) ". °' Ir /r 13• a 1/2' it 8 1/21 9 1/Y 6 Ile t3' S 1/2' 2 (TOP) 13• r Ir 13• Ir 9 1/2 ,3' 9 1/2 ID 1/2 7 ,11 +]' 6 In' I (BOTTOM) IT 7 1/Y T3' _13- --$r TO- Ir to- ,1• _°•_ 13- 6 1/2' 2 (1DnoM) 1r 7' Ir 13• 15" 9 In 13' ! 9 1/2 10 1/2 7 in 13• 6 ,n' J (TOP) 13' 7 1/27 13• t3• 13, ,0• ,Y ,a tl' a' 13' 6 1/2' 3 (TOP) - 17 I/2 12 A 0 1/Y 6 IJY' 12 t/2 6 1/4' - - 6 Ile 6 1/4' 3 (BOTTOM) - - 12 1/2'ti A/2 6 1/A• 6 ,/4• 2 i/ 12 //7 - - 6 1/4• 6 i/4' 7 (BOTTOQ r 3• s- 5 1/2' 7• 3 1n' r 4• 4 In• 3' 8 1/2• Y (TOP) I Ve 3• r 6• r 4- 6• _ 4- 4 Ile 3 t/Y 6 1/2' 3' ♦ ROP) r 6' r_ r 5 IJY 7 Ile (BOINM) e- a• __ 6• e• 5 1/2•I 7 1/2' 4 (101TOM) 13, 7• _ 13• 13' ,S' 0 ,n• IY 4 1/Y D t/2 7 IJY 'a- 6• 5 (TOP) 13' 0 1/2' 13• Ir A]' ,r 1r f0' 11' e• it 6 1/2. 5 (TOP) ,r T 17• 13- 1J• f IJY 1!• 6 IJ7• 0 IJY "'Y 7 1/Y Ir B 4/2' S (eDT10M) 13' a 1/2' IY 13• IY 10• Is IG• ,1• e• Ir a IJY 5 (BOria/) t]' s' tr ,0 1/2 r !3' r 7 S 1n• tY 4 IJY 6 (TOP) N• e• _ 13' ,3• 1]• �° 1/2• 13' 8 IJ2• 9 1/2' ° 1/3' 73' 8 1/4• B 1/{' _+r a IJ4' 8 1/4' 6 1/A- 6 1/Y 6 (901T."J a t/4' 8 1/a' 6 1/4' 6 1 4• 6 1 4• 6 1/{' 6 n.») ST SHIRT ,t NOR A ue" Tm R wmm FOR OwAuAtad MTO Am Fees flRtmms. IF MIMINIM ANCHOR MOMS AND NOMWM EDGE OSTAIli ARE 04DU D ON THIS SCHEDULE FOR LD Ur36 IVAN 49MATO ON 6CNEDWi REDUCE ANCHOR SPACING BY YIILRPLYOO SPACING SHOWN a. SCHEDULE " T,E FOLUORIA FACTORS. FOR TWO OPERAtON TO K POSOLL REDUCED SPACING O,NN ED UMNC FACTOR SHHA L Not BE LESS THAN NN MUKA SPACING R00%TES FOR EM• ANCHOR TYPE ON THIS SCHEDULEANCHOR IJY'. /Jai I/4S IJY, -t/4•. WAGON --1/a•, fW!•iW gF1aAMT[ MaMi11- 7A,.IC-# * "" RIM IWNANCHOR SPACING N14 3 3 3 3 2 1n. 3 In CYl.A Lw oo IORaEa 100 3 3 ,n• r 3 3 ,/r 3 swT.TFIOIPLDJ aaot 3 3 In' 3 'Ir3 In -7 ,n' ACRm ma BIBB9,0E FACTOR T i/Y __ . - am - _ — _ - _ - _ - - _ - 2 1/r _ .. _. a- oEo - - D30 r 000 en ILO - ) yr - ,aa �a. - +m Iaw = +m » SPACINGS ONLY VN)O WHEN SLENGRN� IS USED. SEE IWE jl FOR MAX. AS.D. DESIGN LOADS a MAX. PANEL LENGTHS WHEN SPACER iEIj1 IS USED. 3' MA(. D.M.-W. , rw. - - - - - - --- --- ._ - - --- --- - ----- - - --- - -- - -- �Drh} 0 O O O O O C r�._--- -I ,_-_ T__.T_____--___-r- �_-_; __ l I' j 1 1 1 I . 1-- �- . 1 -- - �—�1 i!i� I(I� I1 ii ! par I1A A$0 DESI' LOAD MAXIMUM PANEL LDIGTH 40 PSF OR LESS 6.-S. > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5-10" A MAX. PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS a W/ SPACER AT 12 1/2. O.C. .- ----_---..ANCHORS (SEE SECTIONS A ALTERNATIVES ON SHEETS 13, 14. 15 &to)--- - -. -- --- --- - roR-WI3. R-2A\/13, R-SA/14, R-111/I3, 11-211/13. R-36/14, 3 Nam. "R-tAW/15, R-2AW/15. R-3AW/16, 10-R-low/15. R-2BW/15. R-3BW/15. I 14 ' L/2 i 1/4'1-20.1' SS. BOLTS W,�31 - I t• (USE FOR PAN LENGTH PANEL LIT. i I OVER T-6.) , REGULAR STORM PANEL _ I REGULAR Sr�RM EL 0. P -- (W/ OVERLAP MID PANEL U34M BOLT) - - LIFE SAFETY PAM! i I r-6• W ♦50.0. -36.0 P.R.r . _ - _ . , - _ _ - 1.- _ - (W/O OVERLAP LOD PANEL LENGTH BOLT) A _ � 1/4'#-2MI A USE 2•-r M". PIND. LENGTH '� _ _ _ , _ . , . ... _ _ _ .. _ - _ AT ALL MOUNTINGS ' _ • j Ss BOL15 W .. _ �_..-- .. __ _- -_.. _ _ - - __. . r _ _. _.... - _. __,s.--__ - 6 A t� I 7 i9 , 4 - - - D.M.30, It ' PANEL BOTTOM CORNERS :. X O yr I I . -- ---- -OVERLAP- -a4aoAP-'I -- or O W"G NUT AT __: EXTERIOR WING NUT AT r v LEFT PANEL i�/iN3E� ... -- RIGHT PANEL 3' WX: 1 INSTALLATIONS ONLY VIVA FOR MNO I' MN. - R-1A/13• R-2A/13. R-3A/14, R-19/13. R-26/13. R-36/14. I• MIN. SPEED UP TO I70 m.P.h. R-tAW/15. R-2AW/15. R-3AW/15- R-TRW/1S. R-26W/15. R-3RW/16. _- _.. - -ANCHORS _-ANCHORS (SEE SECTIONS R ALTERNATIVES ON SHEETS 13. 14, 15 R16) .. . - - 1/4 WX (HIP LIFE SAFETY STORM PANEL (l) ELEVATION (t) 01 SCALE 1/4•-,- STORM PANEL (INE+ OHE18/P -1 mOLE VALLEY) REGULAR . PANEL ___ ___ _._=_ P _- _ _ _..._ ___ _ ___ _ _ _ -__ �4 _ __ _ ___ MAX. aAv � /1 1 3-- -Q - -_ - - - = J� ✓9- �' ' v c Arc i# i i m LIFE PANEL s III, '*a FLORIOA BUILDING CODE Nan High Vo1ocity Hurr(cam EXTERIOR>F •., ORI'oil'...`... A •:'.`24 GAGE GALVANQED STEEL STORM PANEL ON,SECTION A -A �II L E C O'"aEMONINCOMeN' AL PROTECTION MDUCTSI ITC. "A, SCALE 1/4'-1• P/! 2J AI,N W.-m — MWl — INTO. ow O1--. :OAq--+O1 IMaIL(BIR)"-7Yq rA: M4)aR•N97 20' INSTALLATION DETAILS INTO FOR LIFE SAFETY PANEL WOOD STRUCTURES (1) . . a_ - - - _ - --- - .. W FOMER - - • FIFMER r _ - - _,.. - - 11� - _ . D HE0twswD - - .- I ,' RE°100DWIRED _ iJa-I iA/CON 1 I' T/INY TAP'CON 1//4.1 TAPCa1 - -G1C140R _ 1/AY TIPCON 1 ANCHOR • 9' O.C. 1 AiK7•OR O 9. O.C. ' I - O r D.0 1 O Y O.C. )' )�i III 0 {� -,82881100611, J ! 1. J 1/Y Ile 1 IJY %+/2 ,,, ., f _ - - - _. 4 Y �, MY,. �, MAX _ • t i I MAIL _.__ __.I - LLUL _.--_..._. ! ' AI I' ; Wn. NI ; L mi.I'11 I 1.11 9. Fw1f. '. I .. , 1 1 ! N C B I 1 A. t/4Y-3a41• - .' f:- I AT it , . C r = I - aAE FNR Fwf3 GLASS 1 IH 36I- 11 - N - .. K [A°EISP x Alt Y uwsslBG.11 _ I r•- I__ Y I �� ( S. .`.-MIN a ', am � Iff.II fJ[6n!�•Y CHAINS I t/4vir-`ma• -1»: ` ...E A, W I 1 . 1 I tosIN 17DI T-n B Y , I I I %, MULL II 1 Law CAN, T-{7 , N q4.-.,--] 'l.'LAX.____. N .-- ,_ --_- . •' a L 11". M� _'r. C SEPANEL EVAGM A L_.- SEE LENGTH Y ,� I• 1(SEE I - PA+0. QEINITIOMH / ON SHEET MINT °.---- 46- - ". 1 I i• MDR.ELEVATION 0 -_-- PAWL LENGTH 1 • -J (SEE , ( ELF < ; DN sHlar ,2) _. - __ _ -_ _i IT r 1 ON SHEET ,2) i 1 .. Y 1 a --..-/-- I.MV. a 6R.--AN,VT,O,4. 1 J 7 7 tl i' IRn. `'l ._I �_.--/ .. O I N- 'SEPARATION , TO.OILSi �.__. r- 1 O ON SHEET I � .0 - I f N V Y i iF .�.-.. 1" ,AV,. n ro G1A55. I V2 N T°-� o a ASKS III I Y--SEPARATION J EO - -' .-_- :, ;' 1 oc 1� EO __� �� _ I oc3 1� �J EQ - - I--1 I .-.f_- -_ _! 1 .. .'. i - - R.. I ! f 1 f +/i" I_J t - 1 - ` EQ -.. 1 - _.._ ED i5 ( 4 1`, ,NY-]��4' a",O KID AA , _ - _ -- _. I , �.i) ., __ `.:/ PLATE I -1 "�f. NdpA.a(yaOrNp• Ni °eO,3 iJ4'# TAPCON _ 1/4'0 TAPCON REQUIRED 1I - .S _ ._VAIN 7APCON e.e WOQ)1 I, ,/Y 0.t {{{ - NICHOR O 1' O.C. STUD t � I; ANCHOR O B• O.C. STUD . T ANCHOR O r O.C. PLATE . i ! REOuIKD , 4 0 TAPCON ''' .-ANNaIGR • f• O.C. i .;-S1fA17GERE1W1000w/ � _ _::_ L .._. I A/' WOOD �W1RED . •:_ - - PLC - • -- — — -1 - T slim 0LlFEESSAFEiY PANEL WALL MOLNTMGS SCALE 3/8-1- VOIRVEGMAR PANELS O LIB€ SAF�fYj9L WALL MOLUMNIGS •ENS ......... ••.. 3... FLORIDA BUILDING CODE Non High Velocity Hurr)eone Zone $ • 44167 ,' s t°"01f'110I M. ' 24 CAGE GALVANIZED STEEL STORY PAMELBMW «. 1. NSTALIATtON ORE ONLY VALID FOR O.S.D. DESIGN PRESSURE RATINGS (p.s.1) AND PANEL LENCTNS AS PER ELEVATION ON SHEET 1L SHE I * : * ' * i3 .Q STATE D - A� I L E C O ,»9. AL -- PROTECTION PRODUCTS. LAC. WE 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD y�• __.. 1 - 48M S.W. 51 NWAV MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0,55 OR EOLW. OF •FLORID to 4?1 IPA. a s 2r,IAil.Hsea n A,M ,R,-: oN. �-,eA PTO : WN%-"- MORE 0i,lMw Oat FL META 20-175 IMAHNI-7540. NAY: (N4)Ni'• W 4.MIAw 4R -. aFA.I_ team, NO: MARL1po T .,.,i CA-0o0N,iY Rn A 11".1, Al. I NO ,w,. NIR[i n W is H le MAXIMUM A.S.D. DEMN PRESSURE RATING (Q.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING Z SCHEDULE FOR REGULAR NORM PANEL n INSTALLATIONS INTO CONCRETE A( CONCRETE BUCK SIRUCTURES 7 11� (VALID ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS 1 THRU 5. ON SHEETS 4 k S) /1 MINA A.SD. OESOHf PRESSURE RATING MAXIMIN ANCHORS SPRING FOR AM ED. PER SCHEDULE BELOW APPIlCA"I k f Of WM IUXYILaA PANEL 1ENQfH /n.) MA%. AS.0. DESIGN PRESSURE �TMj NAOMIIM HONORS SPACING FOR MN ED. PER SCHEDULE BELOW ro O ANEL LENGTH (n.) TAPOON SOLO -SET O Pllbtt VNIAC-NAIL" CALK-M TAPCON SOLID-SCf IG 7AMFG-r6VLN CNx-N m �� m mcomom m mOMNEWI.FIT To m m m m m >r66, -66 TO t751 -TJ Ir 11• I]' 13' I Ir Is' Ir 13" 12' 13' /0• i 5,-I• OR LESS ♦770 Ant-mfl is, S• I]' /0 1/2 13• 6 1/1 - 6 1/2 7 in" S 1/2'• IY 4 1/Y i 51-6' LNI '•'� IT Ir 11• Ir 13' t3• 13• 13• Ir Ir 12• Ir 10• I (00T10M) 13' 6 1/2' 13• Ir 13- r 73• 9• so- 7 Ile 1r r I ly Il- ,• 3 ,• ! ,• ] ,- S 1• S ,r ,Y ,r 1 3 10 2' 17P t7) I r r T r i t 0 n I] 6 1 n t3 6 1 Y / 7 Ile / S t n t } A 1 / 1 2 13' It- it 13' 13• tr 13' Ir 13• to IS' to- 2 (BOTTOM) Ir 7• 13' iY ,r 9 1/2' 13' 9 1/2' 0 IJY 7 tn' 1r 6 1/2' 2 DICTION) ,3' It* tr Ir 13• 13• 13, 1r Ir to IS' f0• } (POP) ". r Ir 13• 1r 9 1/2' 13' f 1/2' 10 1/7 7 Ile 13' a• 3 (W) - - t2 I/Y tt 1/2 6 ,/a• 6 t/4' 12 ,n•12 I/ - - 6 tp' 6 V4.. (eOITOM) - - 2 1/2'12 1/2 a 1/V 5 IJ4' 2 I/7. 6 Ile - - 6 ,/4` I Ile 3 (BOTTOM) 6• °- 5' - il' r a• a_ 6' a• 6 1/2• T 4 IJY 4 {TOP) 7• r s I/2• r 3 Ile I _ Ir 13' 4'-- 4 Ile r 6 Ile 2 Ile 4 (TOP) ° 13' - 1!' °— ° -S-_ _ __-- = A (BCT7awN) e' 1r - i' 3 _s - - 6 'le t3' -- 1]' ° 1J' - 9'� . - -----------1--.---.- 9' , "I. f0' - - 7 1/2• 71 T]' teonor) - 13• - t3• W - 13• -° 13• -° ,r 12' t3' -- I( (TOiP) I tn' ,' -- t I 1 -- lY I]' l 12' -. q' 10• T I' 3 1• 3 13` 9 t / 7 13' _ f 1 2' / 6 1/2" f0 1 n Y1-' n t ' 3 8• S (BOO-- _,3' _ 11' _ _ !Y 1]' 13 1J 1J'-- 73• ,2 _ 13• 10' I ( t3' S' ,r TO t I]' 6 //2' _ tl' _ 7 in• S 7JY Ir 4 IJY 6 (10P) - _I]' 6 //4' 6 1/1' a 1/4• 6 IJe - - - - 5 IJe 6 1/a- 8 (BOTT !) _ - a 1/{• 6 1/4' 6 1/A' 6 Ile 6 Ile 6 1 Y - - 6 1/4' 6 t/1' 6 (9011-1 13' 7 1/2 Ir IS• 13' 10' Ir fr w IJY 1 (TOP) >I,-r ro B'-0• ,r S• tr to 1/2• tr 8 1 ,3' 6 1 7 1/2• 5 I/2' 1r A 1 2• 1 (MOP) TO r-0• 13' 7 1/Y tY 13• it 10 Ile it 10 1/2 "I 1/2' -F1.3a a' r I (BOTTOM) Ir I Ile t3' 1r tr 9• 13- I• to' 7 Ile IS" 6' 1 (60TFOM) ". 7 IJY 13' ". 13• 10' ,3. 10' 1,' 8•8 1/2' 2 (TOP) Ir _ S•1r 10 1/2 13• 6 In' _ 13' 6 1/Y 7 1/2• 5 IJY Ir 4 1/2' 2 (TOP) lY 7 1/2' Ir 13- Ir 10 ,n ,Y 10 1/2 I IJ7 8- r 2 (BOTTOM 'r r 4r 13• 13• 9 1/2• +J' 9 1/2• 0 1/2' 7 I/2• Ir 6 ,/Y 2 (BOTTOM) 13• 7 1/2' 13' 13' 13•t0, ,3' 10 IJY 11 1/2• 0- r 3 (TOP) 1r r ,r i3• tr 9 1n• Ia• 9 1/2' 10 1/2 7 Ile Ir 8'3>S'-r 2 1/!•12 to a t/a'ie 1/4' 2 1/Y 6 t/4' - - 6 ,/Y ! iBOTTOM) - - 1 In f2 1/2 6 1/Y 6 1/4' 2 1/Y 6 //a' - - 6 t/e 4 I/.- 3 (apiTOM) 7 1/2• 3 IJY r r 7 IJ2' a' 6' 4 1/Y S' 3 1/2 3' 4 (TOP) 7' 3' r S 1/2• 7' 3 1/2' W 4' 4 IJY 3• 6 1/Y2 1/2' 4 (TOP) B• - 8' - a• - a• 6•- - 4 (BOTTOM) r - 6 IJY - e• - r - 5 1/2• - r - 4 (BOTTOM) ,!' 7 V2' Ir IJ" t3' 70 t/i 1]' 10 1/2 t, t/2 a' Y 6 (FOP) Ir 5 1/2" 13, - 13• Ar 9' 13' 9_ to' 7 1/2' 13' 8' (TOP) la' 7 ,/Y I]' 13" 73• 1D 1/2 ,r 10 ,/1 , ,/a r q' r (eOTtOM) ,1' r 1T ,3' t3' 9 ,n' Ir i 1/Y ,0 iJY 7 IJ2- t]` 1 r s (BOTTOM) ,r 7 1JY Ir Ir T3• 0 1/2 ,3• 10 Vat 1 6' ,J• 7- 6 (TOP) T3' S' 13' er 6 //2' ,Y -- 0 1/Y 7 In- S IJY 13- 4 1/2' MM 6 1/1' 6, Y f 4 4- 6 IJ4' 6 t 4• 6 ,/1• 6 (BOTT.•• 8 i/Y a t/4' 6 t/4' 6 1/a' b ,JI• 6 1/A• 6 eOTT•• sa SHM 11 MR ANcmoft FTrt . SPACOO MR WIALUTIaa INTO "M FRME IRADNOI • MINIMUM, ANCHOR VACOM AO MWC.AI EDGE OBHNCE ARE "INIATED DR THIS SCIfAnE. FOR LA LESS TWO MCATED ON MENU am" ANIP" Y4C6O h 1001.1114,30112 SPACING SHORN ON SCHDOUE W, M NRLOwa1D FACi11i. no THIS ONEMMON TO K POe9e Am m SPACING OWAIED UOIC FACM SW4U IV K LESS TIM WOMAN SPACING 01OCIVED FOR EACH MOW TYPE ON THIS SC EDUL Ile. ,/Y. 1/41 I/4L 1/e-. 1/YIN_ AN{i1011 TinW, I'Mo t --- M R-NIA" aaa-W MI M UM ANCHOR SPAS? 0.) 3 1 3 3 3 2 ,/r a ,n MYBi1M mK (WJ 3 3 ,/r r 3 L ,/r 3 DWANORAJ BNRI 3 s 1/r 3 ,/Y 3 ,n 3 'Ir Ante OK MWU ) FACTOR _I Ile . ---- _-T,-, _3A -- - es, __ 030 .-. -030----- .._ .. _3 _..-. 0.m On - - imW-- - ----- - 3I-, - W La - Lm - SPACINGS ONLY VALID W1iEN SPACER S USED. SfE Tj-1BLE tjl MR MN(. AS0. DESIGN L:MOS a MAX. PMIq WHEN SPACER �i IS USED. 1/4.0 TAPCON.- - _ _ bT-WD`PDUREO DR ANCHOR W 9. D.0 y ,Aaw•IE'L CONCRETE BLACK . REQUIRED. LIT,•/4 _ ! /l_ 1/2' . F -:. - E.D• : I 1 I n I I I 9 f - u 1 -f r 1 u i I 1 6 f p t I H _ 1 1• Mina Y/-I R-SEPARATION._ 1 It TO CLASS. ILL 1 F �� 1�� G. 44167 * ( * STATE 0-t .11 7N &L111 a A.S.O. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PST OR LESS 6'-B' > 40 PSF TO 50 PSF W-2' > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ SOLD SET ANCHORS a W/ 0 SPACER AT 12 1/2. O.C. 0 NaF t � C Q 4b cg•. h c a a 41 O .mDo t6mro, aA: GAGE GALVANIZED STEEL STORM PANEL I.P24 ORIw'a. GLOBAL PROTECTION PRODUCTS. LU:. °' WE L E C O,»�. 4mo 1., a, VINIT OVAL i1313' YNl eY�M .I�MIR A,Y 20-175 p' op rP-IAA,a.r INRIL (aN)6o l"k FAX, (w4)Ma , -•-'A al-OpDg19 —1ER A TAUT A:. P.L DAIWA - ....- .- - .. 4nr rR We- �� r !_. _ A _- INSTALLATION INTO DETAILS POURED CONCRETE FOR LIFE SAFETY PANEL C1� OR CONCRETE BLOCK STRUCTURES 1/4.0 TAPCOH _-WNG POURED 1/4.0 TAPCON, - E7LIS1N10 POUN0 ANCHOR • 9 D.C.NCREtt 11 OR C QI� BLOCK ANCHOR • 9' OC CONCRETE OR 1; °LOCO A,� --20 i / j'rrn I _........._ 1 ,,.%i O t MN. 1 f•-SEPARATION 1 I TO GLASS. I ,HY-M" i - -- III,,rfl _...veD1.a* I A . aet TJi 1 I 4 'L- Mm. 6 I 1 , 1• YNC PANEL amm ELEVATION a - Y I 4' PANEL LENGTH SEE ELEVATION OLE N SHEET 12) 1 : 1 ON SMELT 12) D I - t F tJ2 1 V 1 11 E.D.# , / 1 r / ( - I •aur 1 of 3/4. I _- - - 1-_-_._ f 1 1/4.0 TAPCON-(�) ANCHOR O r D.C. DMING POURED CONCRETE OR . CONCRETE BLOCK REWIRED. 0 REGULAR PANELS WALL MWONGS SCALE 3/8-1- -___ 1 1 . (......... si / r 1 T 6 E.D • r 1 V./ : . `/ /f 1 -0 ✓. ..V E7 -' ; e a t/r oc 1 I 1 4 -_1/4.0 TAPCON ANCHOR O 9. O.C. . POURED CONCRETE OR .-EX6IDO ETE BLOCK REQUIRED. SEE SHEEtS /5 t »FOR AHaIORe AApIDR M[ -.---. ...THAW TYPE R SPACING FOR NSTAUATIONS INTO IMmM. OWN WARN; w 3 HOOD FRAME 1111AOR lIPIIa MMINIMUMMANClOp SPILVNOS AND MWMRUM •Aw1MYleN O.AAM, 0W3 3 EDGE OBWICE ARE IIID0NIG ON Wi R POKING SCHEDULE FOR E0. EEAN ANCHOR ON SCHEDULE REDUCE AHCHION SPAOHIO #iANa1LWt fOrnaM sNFI B.) 3 By WILiRYeO SPAERO WOW" aN SCHEDULE EN THE fOUBMO FACTORS AMM 1W � ILQ 1I OI 1 1/2• 113e FOR INS OPERATION TO K POSSIBLE. REDUCED AL11O ABED THAN FACTOR S MDf DI LESS LIMN ---- - - - ------ - _-. 3 Ile - -r - -- -- - --- - OA, __ ANCHOR SPACING ROIOMG FOR EACH PAC GHETTO" lY1[ ON 1105 9CNEDILL - .. _ _ _ _ .. tu0 _ - -- - s +n• - 1/4.0 TAPCON _ 70$n POUI(ED O ANCHOR O 9 C- OR , CONCRETE BLOCK REQUIRED. 5.. _.` �r f �/7 Ile ( IJY /. f ,:; _._ �, r- I L /.Ef 1 EC• 1 ED• 1 / f 1 /• I .. J �•> 1 (a)I q•. /. 1 7' ) 1 W. I Ellsn.ly 1 1 I . T - H/4'P-3O1• 1i 6tL1S • CN617(IITO MASS. CHAINS = �... (( i ,/4•, i . 6LLn R CLASS u I i_ AO�i6 _ A._ ♦. _ !. A FIN .. _Y! I noo0O Y i 1 ° B i tl 1 n p i 1 EL PANEL COIL A LENCtN a 0 1 - T r t• 14Att PA 6' NEL ANEL LENGTH _ - ---v ----1 -1' 1 (SEE O 1 (SEE upyY Wn 1 HET 12)ION ON SHEET 12) 11 T HET 12) ; ON SMELT 12) 11••--:T`ICN 1 I i II To CLASS. p ; 0 I- - -T-_ -1 1 L ij Ln / 1 / J i T 3� 6' � 1 t I E.O. 1 E D r I 1.l I I it 1 1 I 1 ED ._ - 1 Ea L (E I� I ED -i�Nol 2�3/I �... LEAD Na 7. _fit wH (BAa M.S y snn . eta 1 0.0 r .� an w 6 12 , OG .. /1:1' ,, f - t: - IJ4•# TAPCON 1/4.0 TAPCON ANCHOR O 9. O.0 ANCHOR • 9' aC, EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR -CONCRETE BLOCK RWOUIR D . CONCRETE BLOCK PEO NO WALL 111f/Nry/x. WOUNTINGS Hurricane INSTALLATION DETAILS FOR UEE SAFETY PANEL In INTO WOOD STRUCTURES Ii - - .i I ' W0°RED) - FREE 1 4'e TAPCON 1 IY IAPCON O 9 ., , / • O B• O.C. I � 20 ) .'' .I ,I YIle /I1/4. N 2 /( L I . 2 `.. ?1 1 Min (.jI, . Min F,,. I - , , ' i j-• ( f f I O u-. .., (,) I A EX-jq 1 I Y7-30.1'- a.f f10.N GLASS -1 �VIw I' - III, .=:'' � ATA or p �y�ctplcY CHAINS -H It /. 1 LOOM oa, 7-h I , i I I _ a 1 i' MAK It O.___,..--.-: _'-: 6' PANEL LENGTH 1 I PANEL LENGn4 SEE ( ELEV4IIGN (SEE ELEVATION i_ - - .. I 1 I ON SHEET 12) - ON SHEET 12) �__..�-,/_-_ T... 6 I n I a I ... - 4 9 1• NAZI " ;;a- I 0 - I i 1 �1 B TO GtX,S. , / Ih-SEPMAT40N.-. `, , N OUSS. � t' ® U2 I. Ii 1 _.�T s- _ . 1 aa,dm EE--1N1oo r! j .ayr Pc ! I I ED, - - L _----_f EO- ------,I 4• ! Ii ` . I Vite WOQO--. _ 214 Wes,_ L PLATE REQUIRED q[OURED , .1/4.0 PANEIWTE PLUS REQUIRED 1/4•0 PANEILATE PLUS - -. 1: - - -ANCHOR , , ANCHOR O 12 T/Y O.0 O 12 Ile O.C. nN,NN/ WALSCALELI MOUNTINGS ��y%A�AEN e!j _ ' 44167 . = FLORIDA BUILDING CODE Non High Velocity Hurrlcons Zone a * . * #i" ,t1Y20• NO 24 GAGE CALVMRZED STEEL STORM PANEL rX I. INSTALLATION ARE ONLY MD FOR MAX. A.S.D. ...qpp� STATE OF /:N4MINN a' DESIGN PRESSURE RATINGS (p.s.f) AND PANEL "O,L'• !`LOR ,P� GLOBAL PRGTECTKN PRODUCTS. LAC. 07 a� LENGTHS AS PER ELEVATION ON SHEET 12. 4N' �^- I L E C O INa 2, FOR NEW WOOD FRAME CONSTRUCTION. WOOD 'kP 1S%pfVgL EN _ / IN a IH� 4°m &I'L 51 STREET / /W 6 dy'1 MEMBERS 70 RE SOUTHERN PINE No 2, Wj SPECIFIC NN/NMN1111NN 1.:,,'M'Plq a�-,Y . M1 : ;ff .N. ("4�75 FFm (9")♦6P.l7aT 20-175 DENSITY OF 0.55 OR EQUAL. "'-" .,rr.- fM-0oi7,N �4w 4f Orr OMAaw, Ne Pf. >pAL/PaNTUWJ64TE OPLRIt A TIN A., IL Y ,'F-W BwY, 16 OF N -6.-Y p N C- Cn j p U p °� L a) O � p � INto a p (O in �, p p -O .� % p Q C CIA Ni IRC C CIO p p .R LL ` ID -� 'a is 0 > p cn N L O � Q i � (�O ,0 .= � U) Q < m " CD _(1) =3 CIO CBBRB C/) CL a) U m 0 L- Q- V a)'^ v! CU L m W = Q Z Z Q -J CL SHEET NO. SH 1.4 e 4 H INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL ti EZ1/18r INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES EZ1 W/1 B rvNCHM -(SEE SECTION EZI a ALWtMYIVH EZIW ON SHEET 18)_ -I: Ye.. ,_ ?' M°P--_CONCK7sNG roURED J V �B I(SEE NOTE 2) Lt 1.Y/® 4)(� i CONCRETE � 1/4'e TAKON . NOTE T)- ANCHOR O 12' O C. KNNNUA, t--- - *LAST PANELQ 7C BE INSTALLEn AT EACH OPENING s w1 A' WA75 B 1 1'r ,ARGON - Y /1 AY" HEA I,EM 7EI[ ROOD LEADER t' 14P1' HEX HEAD tEK C Q� POP RIyfT .. _ { / 911' O O PROVIDED W! RE4F HANDLE TO FACILITATE INSTAUATIDN IF INTENDED ANCHOR E 12' O.0 -� -- -� a 4• FROM REOIARED ! ESCREW 0DGE W r 4' FROM \ R 0 TO BE INSTALLED FROM INSIDE Or STRUCTURE I I I• I ; I I ": CC 9 a p Q 03 �)-' ED /ANE, --1� 2' '1: -,� 41 O -C wx I - .-r- ,• -; T. ... - , - r + - . - . -. I I ,-.I _. '1 ) i ( (I) 0Fi'IN1IION 4F SERIES 2000, E-Z HANG STORM PANEL SYS7EU vFile ab (GNU PANLL) � ) I (114TER10 PANEL) I (INTERIOR PANEL, - (INTERIOR PANEL) (EMU PANEL 1t IMAN CONSISTING Of PANEL Cont TRACKS TOP k BOTTOM 1 - ��2: -- - - f EE��''�� I - -i 2: p�•� SEE NOTES 7. 3. 4 ` I l i I I : _ 1 1 1 i -%3 �j M C i p SEE NOTES 2, 3, 4 (2) END PANELS SHALL ALWAYS BE CONNECTED 10 UDTTOty TRACK N i�-cr +!.'w-zo.1 n. _..i is�nrs�w,� • OTHEF!YYISE A STOP RAP SHALL BE r"RCrAUEU AT IDP OF SUCH ii YK,9r N 1 1 e61 LN PANC1 lLNcnl PANE[5 Ar G OA p t• M7n. Ya33` i * `�,!1-�/ 40.0 D..t IrSEPNGRON- ' T• NEn. 1 s L S Eb i !.._( I I + I (.5). lE END PANELS ARE CONNECTED TO BOTTOM rRACM. CONNECr10N FJ[ISTING N 10 GIA55. f /,/)yy1NUY POP E%ISnNC° -SEPARATION 1 0/16'r 4 '4•`1 still CONSIST OF I/4`P-10.3/1' MIS W/ '1/8'6.3/37' WINC G1/Ss -II I GIAS.S tD GLASS. i n�ILUA1e1tR.1 vOP S,; 6E7 OS j1II 1 I 1 • ! 1 rj` _BOLTED PAII�W/ Ifs.-20.I' ' NUT OR 1/4'Ill III THUMBSCREW INTO TAPPED BOTTOM 11 _ 1 __ RIVET 0 _ _- _1 �'� NIVET .� ' I i• I ' I ! 'I I 55 HDLTS W O FA MRLAP TRACK LOCATION OF FASTENERS MAY BE A' EITHER OF TWO rt- f �. A... �.__ .�.__ T CKE �. y1 ! APPLICABLE) EXTERIOR F T FLANGES OF END PANEL ' 6'-O' T_..:_ 6'-O. IA _ ,/a'r-as1' _ JI _ F'7 Y /� (SEE SECT9!N�Ny/L5 AP- ( 50x LS eAlt w e I YA%. 1/4Y-3m,' - D - I MAY. R� CASE " END { R- NOT C N CTEO TO BOTTOM •¢ G n • - ( ANEi LENGTH * a� + - - i PANEL LENGTH Q t T IN ('e~A STOP BAR Ls ONLY uSEDOA'{TOP) AT,lCJS'iWC V _ - 1. cG _ \) - ' V (4ii e6}M e Y P r I �. � , I. 1 _ .� Y�t-_tt �i -t - t T--1` I PANCAT O ON BF CONNECTED TO BOTTOM TRACK USING ION O R.. +� ( 1.. P Y _. _ fi _ Cj i - Tr INDICATED ON NOTE (3i ABOVE IN SUCH CASE CONNECTION OF 6 I Y✓.. I Y I M. 1 rq PANELS TO BOTTCM TRACK MAY OCCUR AT ANY PANEL LOCATION. 8-ypAMtiON I N I 1/4'a-i0.1• JJ--;!Z LLJJ_LLJJILLJJ_LLJJJLLJJ�L LIJILLJJ_LL J.J1l:1 JJ_L1J� ' 1 6 10 GLASS. I v I -TO trATO I THUMBSCREW C. N I 1/4'6-20.2' OF i' N 1 3• Nos O SEE An y ISS THUMBSCREW N ,' Nln SEE !71W! lUl SEE 1' YP, 1 'NSTALUiIONs ONLY VALID FOR WIND j r' Y (-• NOTE 3 NCI[ . SPEED UP TO 170 mo rt I (- K:CIx0R5 (SEE SECTON E21 a ALIERAATNE EZIW ON SLIEST 18) __ E.D EO EZi/18, INWE1 EZ i W/ 18 1 /2. '0 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (I)SYSTEM (t) / 7 1J'4'e TAPCON ANCHOR f .F Y 12. O.C. SC.AL.£.: 3i32"-t" 7/4"0 TAPCAN EXISTING POURED _ _ R/ITE T/000 ANCHOR O 12` QC CONCRETE OR PLATE 2SWORN? 87•(wM'. [1vF7AM CONCRETE BLOCK REQUIRED = . /. yA�xQl/bjjyG ALL MOUNTING �.; I/.• >j SECTION EZi ALTERNATIVE EZiW MAY. SECTION A -A SCALE 3/8-7• SCALE 3/8=1• �JILEYtIL11rt1ItrIN14y TS ` 1,1HIp11111Ip„ ,ItfT LR A. il[[/� "•I SCALE 3/32'al" oaTEPA.71[[/T``'h F,al'lL _ ✓ �1 ✓ CEN s P:•' EN 9 FLORIDA BUILDING CODE Non High Velocity Nurricans Zone) _ J 9FLORIDA BUILDING CODE (Non High YBloe) Murrlcnne Zone) 441 BT % h3oxo nRm. 24 GAGE GALVANIZED STEEL STORM PANEL ,Yw�+'w. 1 IN. PANEL LENGTH = g, 441 * mRco. 24 GAGE GALVANIZED STEEL STORM PANEL ar11,',ar * :• * .: * ' �--�. o1Y17; 1311a 1. INSTALLATION ARE PRESSURE (MATING ONLY +/- VAUD 40.0 F p s.1�AN0 8'AS DOOE�N SHALL. BE 2 -6 =* : 4r � ' � In/n/m10 STATE 0 =uco GLOBAL PROTECTION PRODUCTS, LLC. ].RPANEL LENGTH. ,.$TOTE D��PG, -- �Y /Y / GLOBAL PROTECTION PRODUCTS, LLC. ,am5N. slsari 9•f 4'-G c `i um sr sp laww. rL Jv,. 2. FOR HEW WOOD FRAME CONSTRUCTION: WOOD sy Off: ., (OR ' nal �> Nor a L cow 0.9. n l SLAM D'•- CON1D . r YW r.w r..o4 n v.w 20-175RA �. ..P. imin w��]MI n•-H1• PI�IIL [46•)4Y-7l41, rAA ns•Ne4-IrMI MEL48ERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC SV "' rw r""'•'°`°Pan" 20-175 ''r`+•N /C) + NxTUNVD.R-G-oIYMlIF -' OK-K, n•_ DENSITY OF 0.55 OR EQUAL. N G a-oao6ny tPsF m-•Nr' IApNi. loa+)gw-lxs, r+W pa.AYP-sm 040- 1.r AMLitA A TNLir A. P.r 1Y +r-.r NINIR0 r,NE/WR VlllA A co 4`.. P[. 111rr tllllllt, 411 )FM9 WQl Ir m ,! if NI J MEET ID W le ENGINEE"NG to I ENGINEERING EXPRE9l3® PRODUCT EVALUATION REPORT September 15, 2020 Application Number: I735W t - R2 EX Project Number. 20-31543 Product Manufacturer All American Shuters and Glass Manufacturer Address1540 Donna Road West Palm Beach. FL 33409 Product Name S Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Burmese and Professional Regulation (Florida Budding Commission) Rule Chapter 81 G20-3O05, F.A.0 , for alltowde acceptance per Method 1(d) The product noted above Iles been tested and/or evaluated as summedzed herein to show compliance With the Florida BuBMrg Code Seventh Edition (2020) and Is, for the purpose intended, at least equivalent to that required by the Code Re-evaluallon of this product shall be required following pemnent Florida Building Code modifications or revisions, Substantiating Data: . PRODUCT EVALUATION DOCUMENTS EX drawing 020-31543 WW'24ga Galvanized Steel Storm Panels (HVHZ 8 Non-HVHZ)*. sheets 1-5, prepared by Engineering Express, signed 8 sealed by Frank Bernardo, P E. Is an Integral part of this Evaluation Report - TEST REPORTS Uniform static sfrudural performance has been tested in accordance with TAB 202 test standards per teal reports) OBT-ASG-17-001 by SWAwaterr Testing, Inc. Large misslk impact resistance and cyclic loading performance has been tested In accordance with TAS 201 and TAS 203 test standards per test repon(s) SOT-ASG-17-001 by Blackwater Testing. Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based o T comparative and/or national me" to quality the following design criterre. 1. Maximum Allowable Spans 2 Minimum Allowable Spares 3 Minimum Glass Separation 4. Anchor Spacing 160 SW 121" AVENUE SUITF 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEANO ENGINEE RINGEAPRESS, CON ENGINEEAINGEXPRESS.COM et ENGINEERING Page z Or All American Shutters and Glass - 24go Galvanized Steel Storm Panels No 33'% Increase In allowable stress has been used in the design at this product. Separation from glazing is not required for installations outside of wind zone 4 and essential facilNfes. impact Resistance: Large Initlect Resistance has been demonstrated as evidenced In previously listed test reporns), and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated In the span schaduls(s) on the fespective Product Evaltudion Document (I,e engineering drawing). lnstapaSon This product shall be Installed in strict compliance with As respective Product Evaluation Document it a angineeHng drawing). along with all components noted therein. Product components shall be of the material specified In that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be In strict accordance with the respective Product Evaluation Document (i.e engineering drawing) as noted herein All supporting host structures shall be designed to resist all superimposed beds and shelf be of a material Wed in this product's respective anchor schedule. Host structure condRfons which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. An components which are permanently Irstalled shall be protected against corrosion, contamination and other such damage at an times. Ties product has been designed for use wlihin and outside the High Velocity Hurricane Zone (HVHZ) Respm-trullq, 33�� a_vt4 " . '19" tgrdrr}�� Frank Bernardo. PE ENGINEERING EXPRESsf1 4PF.004f)'49I Cen Auih 9895 160 SW 12•" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAm0ENGtNEERINGEXPRESS.COM ENGINEERi%GExPRess.COM INAN:i4n"v,NAOA++C . ns - YrtaYK�r _LPL-Tvrl:,v :, . ,. �•'". _ ,� - 4I1� F�bA 4� J4:Au 19 tl11\IYN A.,..y is p]" X r; e� -�-s,: a vuiw •.v M1ro m - - /r rIYNw , f ID N chi: x r d OW rniwi L`F- w u +TF f t zi s > a `Ills -rr - A - 10 LL" L �4 x tY i f qq yy�i 3 13 LKY Lu1 N 2 _ 2 _ K �rx4_F< • �' 1 W s a.. - !! •i LAL.1 rfl -f r r n U f . .4 � B xtit _ k �m K- J• Eli T •u Lnc :z•J+ C9 - a:C 1.Dao` '1 _ SF YC HIIN uAT- H'I]; - W-t: i )=RNr.T=eunoour fI-ai,-PY WNTek; EYfRU6A1N8 - .KCI.-t N w+1I [P CD\\ fMF 12 d . ri .• ,UF.1 J.Y -s w1 m :Y 4YL iTL - P:IIi.1uly w J Y N m u Irrf' 3'c"T'NT L` /ZCm1R6RLOOA NWM SCCr30N UJ 9 IT: a O EI y.{aa1 r N� All EMI'f+-<'IH1N .�1 wr • `A1 N 1 - � _ , 'ri J m. uaf. ypA,.g_ygyyltg i < A +KTFLt C' �HYl:I 1 _ L MS 8 YMII Y '',,HJlrlr`A M r [ T V' IIVJ�; v L Egg `+ •J _ � 1 .._. fYr .. v._.ore J.,.,,Inw+1. ..rrn -., .o ,w. •. • 3 -FlJJ_a-'.-Vnr, �LA 'Y "- 1"F•II*IGfZAT. 'aT- �r J.0 �D �rxc'u-�cr.� �,I"'+,�•:r„ rY«"'ie".•vr'v'1tr1dr CL W .iO Y-, n..-0., • N P Frahora•..F"�. B Y' .:. lu' wwI r� ESE £" :r T Q'R {t tv J k X; _ .r. .•:Ito:: .F`T'.. 3i t - p E, tit'IIM� iq ®■ EI w:.+�ab ^ (1 r7 x •'EyrT,.nr. { pp V r3R F: C11S PU aa H Ja.lk 1 • T• r. W.:].htn d..tl:• rot. -:f Mr^ PQ,FdiCilE r g ' n>rr,•T yyS�p 1.1s'. ---rrilr� ■C��Ii i L�.[R' Kf 1 r••L"i 'Jrfl v rA',`TTr.r.`..'. N661Y! lIIMMBR }tF J [ Lc w . L:L a7i' ;r R. r s.'fi' �T nv, .{ y • r w.1 20-31543 r , /10PI10NPL TONBaITonclosuRE O�ALL "Ilu; w � u _ u.: L44�1y1I� �JtL•py TyVF '.^J [)jam()) lI•bJ_"IaE �'r'IYN:x/I116H:1 NtN)YI HH:I LPN O1 MnAIH ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT (CONN 'TYp, TYPE AS REQ'D) SECTIONS -}- IH WATITCH OPTIONAL STITCH BOLTS AL SS WINC"NVTS FASTENED ID OVERLAPS S NDDSPAN (USE APPROPRIATE SPAN TABLE) E PLAN VIftY '.i Ed <a � RD.15E• / 1 DOTED 4 (CONN TYPE REQ'D) , ( v R0.39d' MAY BE AT 7 0.379' BOTTOM �- i TYPICAL VERTICAL MOUNBT ELEVATION 1 N T S. ELEVATION TOP MOUNT (CONN TY Lfrax AS READ) (SPAN ABOVE UCTION) BOTTOM ®o WNT ICtII Tr As REQ'o) �r EC 10-OBSTRUCTION to (LOCATION MAY VARY) IH2 Z 70PMWNi D�S1 L (CONN TrPE AS REQ'D) BOTTOM MOUNT (mNN Lrnax (`SPAN BELOW TYPE AS REq'D) OBSTRUCTION) REQUIRED, OPTIONAL kI -20 STITCH BOLTS WITH WASHERED �FANILSMIYITENCTLHEDA5 PROVIDED THAT MI NECTIONS AND ANCHORS qiE USED WH)CH SATISFY VAINGNUTS FASTENED @ SPANS ABOVE a BELOW OBSTRUCTION. OVENLAPS O NDSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS IIIIII N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS A . MINIMUM ST MM ANfL SLNARAiKNN EADM GlAST. N M I11 11 WmOIONf 4 ESSENTIAI F ClinF31 MAXIMUM - AIIUNS LESS IN37ALIA TKIT NSIAUGREATER! ' PDREESSSIGUN R EALLOWABLE SPAN THAN 3U ABOVE GRAVE THAN 3a ABOVE GRAOf IRS) I A 0 T l]0 [11n 06n, 6 _._. _ 21 ---2 16 /35 130Pm .061.- _ W. "f d0 1311.D In 6,06N, __. 216m A45 t L3UO n• 6,llb ur 7 161n . 50 f 1 U In 30 6 .06 Y, } 161, 1 SS 1066.1n still ,n 2i5 rn _ ( 83?1n 609n 2 53 1. 65 / 598 611m 772 36 61 "t72 270_- - _- 6131n SPAN 5ILHt:UULt NU I t5: 1. ENTER AN WITH NEGATIVE E DESIGN LOAD B PANEL FASTENER SPACINGTO DETERMINE MAXIMUM ALLOWA&E STORM PAN EL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVELOADS LOAD LESS THAN OR EQUA L TO NEGATIVE DESIGN LOADS. 'PA FASTENERS' ARE IN 2 CTI AWITH AS ENTING USED N A EXTRUSIONS CONJUNCTION UD 11 MOUNTING EX VS (^P-TRACA, STUDDED SHALE. ETC.) USE fi VALUES S' C. FAST SPA TAB VAL 5 FOR O C PANEL FASTENER SPACING LE UE '-H R (INCLUDING LLD OUT All 'H'- AND'U EADE S I i CIUD NG BUILD V CONDITIONS) 3. ACCEPTABLE. T OTHERWISE TE USE NEXT HIGHER A ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: I ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2- SCHEDULE IS REQUIRED FOR USE WITH POSITIVE WADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LIMO 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL CIL FAITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHEDULE I5 NOT REWIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. MAXIMUM ALLOWABLEe`�� DESIGN PRESSURES: �n,yT,9. i' 1651 AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SvSTEM SHALL BE DETERMINED PER SEPARATE ENGIN®ONG IN ACCORDANCE WITH THE GOYSRRFMOONG CODE, PRURE REDUIREEMMENFS As DETERMINED IN ACCORDANCE YARN ASCF 7 AN6 DHAPTER ISM E pOF THE FLORIDA BUILDING CODE SHALL BE LE55 THAN P�AESSUORE TCAPACITYY V POSITIVE HEREIN FOR ANY ASSEMBLY AS SHOWN. GENERAL NOTES: VISIT ECALC.10181643 M $0 F�:RBI'=r fY O=gIt.T C'.5 M6fr B431N®YaCKPIBM DDI4erda . ,wN.MAAr nIML nA1a, R1oRra Y leYKf.cm MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT f $e 83 lit � V1I'AI "'� A 4 B m $ 5 tp L J EE D •H' N4ear B4f0o,e V' v1e66.r 0`G" Cr 2J' 2 r 2S 2r 2 a 1 r 27 2T a 6 a 3Y Ehaa4r CrP ? Zr2T 2 29' zr 2 r a' 2r 27 26" � RSA BWO 2T 2T Zr 1 ' I 30' 71' i 1^ la 2J' 30' 11' 39 0 ^PT BWkbw nlq 2 r 24' 2 r 70' 48' Sa 29' 4a' 2 r t16' 3a 6T S 'P TUA Zr 25' 71" Sr Sr 30' SP SP 31' S5" tW 51u6 4n SAMPY- 2r 27 � 22' ,r 7P 3S 11` ffi 27 27 It' 31` 0 DY4u IAouN 2 r zr zr 3P 4e' sD" 2P 4a 2 r 4e" 717" 57' o V H.6an a' P 0' 2T' 2 r 2S Sr 2 r a' 2r 2? 2B m 'P Tr ecX 7 l' 2 r 2 r 7U' 48" Sir 16' Spr6 SW IS IT 2T 11" 37 7r W 11" 3(r 7a 23" 3P II^ 7T 'C' Tr sit 2e' 2B 3B' ST 55' 31" '•e" a3' 3T 5a' L u•Hsv4wfi:u �Ai 4gss 41 O� _Tel a In Z W ?? a 2 _ ry m a 9 S N rx W W wD i SPAN4s 'JR wlPf APf «tNINVM A[lUWAar FANS@AIL•:+N ANY Ca«MNAnDN Or NOVNRNa (� !:wtD ..cw' i .C¢ IN M`'ION PYNta LEN6tr,3 LESS „bit xe,OSE +IDTFO {N to&F ALpyr aYF Mlr I pO Nµf NO sfY Mx NOI rRON:,. '3 IS YE fYfo M+N rWNfl ,ENGrn I= l.ufP1FA MIN n,A1 NUtEN NJP PE9NlTIV! 611NnNG CDMMNAnCNI ARC'Jf 1 'Jot <ta., m Y 01111 n]P ALI ru 1. Ft MC:IYri AN IAIYE tHIY= W14Yf SID[ 4tWIAl3 ME Nt,l t o 1.. ", N, Ir1nNS Y INED PARA1 nM1 R ,.sin WrrH BN l Il(Y , «D Nc C[Ne 2ou �f 1, o« NAs; swA.F M M F T „P 0 T.f6f ePNlfS mBOiM1:i r[Wir,••JN WR«QI 3TIP aU 51 AHDt •caNhS,.BO war 4NlI P N Z fATttnFKPIi S'M43UC S NG Ner 5 >6' NIHI«Uri uSItR Oc »e DV,L ipp rrJN RDYUPES vpA PAN YxF ll WM OY BOr Q CrrfWRG cfA Uf'AIL r,u51HG AN, N,ywlO+.. r�.Hn1'tDN rJPAYN 1Y TMf3E 1`Mw1H:.- I r10PTIONAL INTERIOR FASTENING DETAIL N.T.S. nFj t/3 I g W Kd� N U31 fAMlINTYWS: � L�LI rArJN Nmlo" � i o ADJACENT LIJ Y,'in.l s s^OOrwAU IwkT OA ,kwlNF uwE o1A «cxf K P«NutA WASHf.FD wtNGN:,ir ]H INSiJF ru:E, Q F i' a j! it It- .L'«.01a�psrYEW ° i Iae�a�'°i11Y11ip ejE IN '1E' o r. F tw (roH n aF*rnr+.ILM1�N* f•tn JviOHNKHCAefI AANP:, ■■ ddjj 91Et f 6 i ll Ycn:«.xrJNI a T - N ttTf s 0 I � j t I 3N IN IT I Y 1 # t 1 t O� M�su+x^ �NOn4..�r CpFYN111MIMa F .:nlrMe <OfSYErt �.M3Hf tic NNr rnF ,+a.aw e10cY, cw vA.ur cif IN.Nrnw 20-31! MJrJD MAN,H; YN �Yy intllf. ¢ E " tG.F AHINU,IIGh M OPTIONAL EGRESS PANEL DETAIL [NTEgLOR FASTENING rRANAoaNnroo. rc PFdBYSN ,,w• PBBS 2,250"'1 0.094' x990' 225V �{ e+' I 4,14 " 0.7SD"�0. � -'r�T774 1VP TYP 73 T0.094°N) 11�9 2° L"W o6a" � O10" -�429 ,r z�" -(. z.a00' I- 2.I7(W" I- TYP. 3.390" MAY 0.313"1.5L 1.560"L�-LL560" I0,365" 3170.37b' r04g2 D176I2.500"PANEL GOVC-RP,,LI O.L79•�('°'655" 0.19��I IrOb55" 0��bSS', 0.35a' S, �L.F, I�Ip�iii l++A•"` 0.5 4" 0.250" 0.050 4 14.B7O 5M CPAANELN 1 11 m V ,moo 7i N I .LSD". _ �I 1�0 Ti0090" �T�A(, T-po.0�9P0" 1.1 z.o00= AyoO�.}� 1NAxtCRm n 0 sls 0.�s• 0.7 0^ a013S .3os (V/Qjy 0 KNJ)r t'rTRACK L� L6�., D.D90" D.7D0' W MN T tl;957' J . O YN Ur 0.313• 0. iw'-I tI^�r F0�5f55. - •a r ' .mtno �=�r-'TY -• i`. U'44'.: _Ll•LYI rl^3.DDD"�D•lj$' B'�!„HISEp C � a�l + 'Jilnrt rZn� r AMO.E-Tt'RPADC tEl1tEN0ED1 15 1.000^ r it Y,cr Y [ a•urn as OYE3tlAv II 1 Tn,.c g! MR X. A COWIetrlpBJAE DETAR t 15" MAY. 4" �L A 0.198' J- t :oYlFurs `� �.25-MAX: BE 171 Max t'Jrr 3 - x Fears ,-H Trr• r Cx U.1 BUILD -GILT . N.. n-r nc -tsF-N :1 nr,T O,I • - JI NUUH1 ,)11NIYr urinl -AN�A\ - = a 'M1 rn rrrr L-' 1.000° Q E R•taX: R•P1 nits .rr, o.u: C..1a•a ;:r Lc EMBEDT s NFa{�rv.� 'Hmsys 8fe 3.920^ ` A s u�rt OVERLAP MAX 1� .25" MAN Nlnu-11UI Pnpl r Lv 1.5w L cJ its j MIN B�i�ll T a«L tt+ fi 1.50D' •` 14"MAX. MEN �Ni - s ! - p ,Ii W "'1"u ODRNE OA54AtE0 FIl BED tinli x. 0 TMPNWMCIASURE DEfALL A mI'T.1V� �)[ NTs i ANCHOR SPACING SCHEDULE: 24 GAUGE PAWLS, PANEL FASTENERS 6 L2 5' O.0 2.S' mG! DESTANCE MAY f1�N AYCNOR PRleeeQ sr PT 1-6' u o 0 PAM 6TO l4' 9 UP TO 10'-10' COIN Twee c CONY 7NI! OOYN T'PL TIP 6 PIn G1 C2 C3 C C] lZ C3 C G 1 2 G l4't1-]raDm L I/ A 12.S' a 16.0 1 .7 99' 3.5" Z 7 BA"10.2' pre' 12.5" 160 9.]" 61' DFWAtT UITRAC011 4 1 IY 12,5' 1L8" a0• i6.0 di" 9.5• 125' D' fi 6 1 5.5" 12, 5' 76' 1' l6 a'1D 6 B L1 I,, 12 E' Sfia' el" S4' t] 5" I6.0' B.]" S.4" Sz S' 60" 1 . Ar a 3' 12.5" 113D' e.J." 3.4- 12.1" 16.D" L3" s.4. 12. S ' 1 6 a' SA' 1 25 60' 9.1' a/' 12.5' l60' Bl' S. ' 4 l A• 1 N 11 {I 1 r 1 l3 12.5' 160" I6a 6 ]60" 12 .5' l D' 1 SO' II.O' 12 5' 19 .0" 13 4" 10 T" 0C D[wNT U LTRASOM 41 , 4e 1 5 - 1h.tl' 16 13, 9" .5' ".0 o Z1 9.E' 12.5" I6 0 12.0 9 6" 32. 5 a' 14 10 q li 9 12.7' Its D" J2 12 T ]38' ' 1 Y 1.." 1e P" 13.9' 9.J•• 17 J" 16.0' ii w 12 5' 16.tl' ILION! liI A 5" 12 9' 160" 1 1.9' AS 13.9" is ON it 9" 1 D9" z p 4'41 r NNFU 33 f f ALL IM38000 SD 47 48 12:5' ]aa' I6a 1 ea 1 5' P 1 O' Q 1 7" 1 1 3,4 12 S" 14 D' 14 D' 11 9" SZ.S' 160' 1a0' 13.6' 12:5 " 1 Q' 6 SC6' 1D.e• 12 7' 16.0" 124511 10.7" 11.5' 16A, is.". 13.T 11 SL IN 2.5"106 125' 160 125"10.6" �C FiJc' f 52 12,5 s.01' 4.4' 1"IT ] 12 3: 12 .5' 16 0 1 S' 2. ED.6" 12.7' 186' 12•S 1 a" 0. 2L5•' 16.0" 1LIf s 1 1L5" O.B' 1 1R.'iL 12 NN II /4", I r 33 p 3x.5' lsa' 1aa ] s. 12.3 ie.0 1 O' 11,2 ITS 2 16.0 IN 0 11.6' OHwJuI Y INAIr 41 19 S2.S' SB.a• 14a' 16.a' i2.5 fa0' is.7'• 11A' 12.5" 16.0" Ii.6" 11.3" 1 z.5 ]Q U. 36. a ]4, 1" SZ.!" ]6 0' 153' 11 2" f2 3" 16.8° 153" 11 9" 6 ff' .5 16 0' lay' 11 125" 2 16 0' 15.5" 1L.2' >C 5212 72 12.5' 16.0" lei" 13 2" 11.11 " 5' 1 i" 12 5- 16,0" 25,51 11 2" 2.6« EDGE DISTANCE 3/11Y 11-VI' CNOW 13 6.25' 10.3' a2S' 7.1' 6.25' 6.4" IN A AN IYNA)u 41 e.2S 83" 48 LI---�� 52 H� 72 T/4".r-1/A•rNM« 33 u. 16. ' 6.5' 6.7' 6.25 ]3 e15' 305• IIFWMI tl,RAr'.04 41 13.5' car• a2!" 9.1" 623 "3r. 31.1" 48 � Z F� S Eta 72 6 24' 6.25' I O.B' a2S' A7' A7' 6.25^ 93' 6.26' 9.F• 9.71 IN"Y I•IIY'r 11 33 lz S' U TRW 6i TW.N 41 SZ.i" m&- 1 5,9' a2S• SO.e 1. E' 4.a 6.25" 107' 4.1" 4.0" 125 13. ' ! ' ].0• a2S" 3 1 ]D I" 4l' 4a' a25• I0.7 4.1" 10" l3 48 52 72 6. S ' 1. • 5' 12,3 7 4.6" A2 ] ]J 4 40' a2S" 1 7' 41" d0" 0 a35' 10.7" 41 10' a2S' A 107' 4.l' 4 H O s IM"1I Y'FIIOH) 33 { Au n0 s ND s 41 TNT fib FT 123' ]Q a'14.3 I15'. iZ-!' ]6.0' 9.7 7 9 z 1 4 1 .e" s7' 8 7 D' 12 .S 6 " 1 A]' 1 .5' 1 ,0 1 7 2 ] 0 .8 6 7 63' 12,5' IB D" 7 8" 6.3" 12,5 1s,a' A7 7 e' 12.5' 16 0 7.7 6.2' 12 5' 16.0" 7 7" 6.2" 4B y T I 52 12.5. 16.0" 9.9" 7 2" 12.5' l6 0 7.7' 6.2 12.5 16,01 115 16.a' 77' D2' 12.!' 16.0' 1-7' B.2' li_5" 16.0' ),7" 62' i/•1^ x I 1/V• ENBEP 33 ]2 S 16.a' a4' 3, 9" 6. 23' 31 5' 9 4' 4.1• a2S" IO 3• 4.6" 3.7" 12 S 13. ' 4 a2 4. ' 5' a a2 9.7' 36' 3.3' 625` 9.2 36` 3.3• NrwNl MPfI AIr 41 M /B b.2S 11.5' 4.1" 41 625' 92' 3.5 JLT a2S" 9.2 3.5• 3.3' b Z5 106" 4.1' 38" 625' 0.2 35' J.3•' y T 52 72 B.2S' 9. z- 33' J3" a,25 3L" 9.2" 21A. PF1CP Jf MAY '"'Res"F3'NI AYCNOR PROMME ! PSP 1,P 1D 6'-,Y w IP A'-x' I:INN III ID Ill'- LIP CON TT!! n a o u coup Tyll n rs c3 u COMB Tr►! u a a c4 • . T B Lx MIND 73 :. rr M N"N 41 Fpf�� 4e fM-Y 52 2 12.5' 1 6.a' 16.0" 10,9" 12.5' 160" 16.0' I5' 12. S' 1 . 1 .0' 6.7' 60' b i2.i I6a' 1a0° 66' 12 5' 360' It➢' 6.1' ]2 S' ]Q 0" ]4.e' 6O" 1z.5•• 3e. 36.0" '0" 7 .5" 12.5 160" U 6A' .7 12.5' 16.0" 14.7 6.0" t7. S' t25 76 a' i60' 16 a' 14.7' 69" 60- 12.5 ".5 x6O' 160' 1.' 0' 1 7 6 t 60 12.5 2 16.D'1N"6D,. ] 0 4 O oq .14 1 y U-'O16CS' J3 - WOOD 9CR w1 41 �Y••.�. 48 LLf"•'� 3Z 72 L2.5 16.0" 160" 10.1" 12.5 • 0' lw l l' 1 r.0' l S 2 3 ..0` lee 6 2" t2,5' 76.a' 1 a 1• 91` 125 160• 97' 56" 12,5' L2. S' ll.T I215• 16.a] 1L0 " Ida,1L ' i6-V1 9.6, 7 0" DI S.6" 12 5 1z.5 12.5 16.0' IN a" 160• 9 5" 5.61 II!B' 9,6 56" 12 57 ]35 12, 5' 16.0- 9.6' S.6' Sa-0" A6" 38" 16.0" 96' S,6" 3 Ile a1-11•EYl Bev 93 TAP CAN '-FA6' 41 y s 48 T /� 52 72 L2.5 lh. 16, " "0' 9 1 1.5' 160 115" 1,51, 2 1 6.0'30.2" IM 12.5 1Z.51 1aa'13.7" 160 1L.1 12.5160 92" 72.5' Ia0`9.r EaE L S' 2, 12.5" IS.tl' las` 16.a' 9.1" 12.5 12 S' 160 160" 4,1' 8.1 12.5' ]2. 5' 16.0- 9.1" 19.0" A3• U' S. 7/1 . JA EMBED 23 All PUINII h- 41 WOOD BUS+DIG d6 !2 ]z LLS' 1 .a 8.6 7. 3 S S' 15.1 B.0' P. 32.5 1 3.. 5.3" I.S" L2. S' ]6.a' Vol- S.9` 12.5" 113' 4.6' 4II a.23" 1Z.4' 4.e' 1.1' L2. S' 15.4. 5.9" 5.0' &25' 123' 1.1' 4.0" a2S' 12.3 4,7•' d.0" 12-5' 14.2" S.t" A7^ 1 ' 6 5 12 3' 1.7" 4 .0 6 25' 12.3' 4.0' 4.T ' 4 •' 4 ' 1z rT" LD" nv' .J' er' aD" ANCHOR NOTES: ANCHOR 0. PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES L NCW3 SCHEDULE APPLIES TO LL RO CHiTi MAXIMUM ALL YNAVILE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SW E DUL.E SMALL APPLY. 2 ENTERA N LE BASED ON PANEL FASTENER SPACING THE EXISTING STRUCTURE ID,OR 1 MATERIAL, a / NCHOR TIPS TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN WAD ON SHU TER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAMSELEM CONNECTION YPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHE 'DE FICATIOIY OF O�NNECilON TYPE ET 2 FOR NR 3. PANEL I ASTENERS' ARE STUDS USED 1N NW �NCrION WITH ALL MOUNTING EX7AU510tS ('F'-TRAIX SL ANGLE, ETD) USE 6.25. O.0 PANEL FASTENER SPACING TABLE VALUES FOR '-DEO ALL "N`- AND 'U'-HEADERS (INCLUDING @UILDOUr r _ONO!'RONS) 4 ANCHOR S SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS S. LLCI @ STRUCTURE SMALL CONFORM TO ASTM C90 BLOCK. Ht w LCYDR Ii05T s u fi. f l SHALL BE AS NOTED N A CJ10R SCHEDULE. MDdMU EMBEDMENT AND N 7 MPltMU11 LN4BEDMBNi AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRIl3i, AND OTGRfiR WALL FNiSHES WA_L FINISHES SHALL HE UNITED TD Lf4"MAX OR SHALL BE VE0.1F16D 8Y OTHERS TO PCEQUATELY 'PANSF9LLMD57O HOST STRUCTURE. B. CONCRE rE ANOHORS NOTED HEREIN SHALL Bf EMBEDDED TO UN -CRACKED WNCRETE ONLY. 9. WHERE 1 XISTINGSTRUC'TURE 15 WOOD FRAAVNG, EXISTING CONDITIONS MAY VARY: FIELD VERIFY OA ATE FRAMING EMBERS NOT PLYWOOD. FASTENING TOP TOO SACCET ARE 1NL WOOD EPIE M DEQU TO PLYWOOD S ACCEPTABLE ONLY FOR SIDE CLOSURE PIECE. 10WHERE, SVCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF N(441NA. 1" X 4' (WIN,) WOOD STUD (f " EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). W )OD STUD SMELL BE'SOl1THERN PINE' G-0.55 OR GREATER DENSITY. LAG SCREW SHALL WAVE P -OLLIPS PAN HEAD OR HE( HEAD. It. REMOVA 3LE ANCHORS ARE DEWALT PANELMATE, ALL -POINTS SOLID -SET 8 BRASS BUSHING L2. MAC HIN, SCREWS SHALL HAVE In' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER MEAD (SIDEWALK BOLT) U. N.O 13. WOMUf I EMBEDMENT AND EDGE INSTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14. DESI(,NATES ANCHORCOI DRIONG WHICH ARE NOT ACCEPTABLE USES. 13 * DIRE' T MOUNTING CONDITIONS. 16. LINEAR: NTERPC ATION 15 NOT PERMrTTED FOR USE WITH THE ANCHOR SCHEDULES UNITED ON THIES SFEE7 I n8� N N L � _ F0 OL ia) U a) 0- 2Ca � a) O U- (n a) O i c� -0. - �12 V / ♦J rW i UI ) As CIO 2CL CL U I` OCIO V W t^ LLU G Z Z Z Q J SHEET NO. SH 1.5�