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HomeMy WebLinkAbout36484 Flats St0 U-) U') U-) 31M C ! -71, CL E 0 ITE 04 3 CS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLWorBLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF DecoratW Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V. P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevabon EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext, Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or FIr. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. FooV Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or GaIv. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror MIL or M.L. Microlarn MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped, Pedestal PH Phone PKT or Pld. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or PIt Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag, Return Air Grill REC or Rec. Recessed RECEPT Receptacle RE F or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SIC Solid Core SD or SO. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SO or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB TowelBar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.C. Unless Noted Otherwise Vorv. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V. L. Versalam VTR or VTE Vent through Roof / Exterior Worw Washer W/ or w/ Wth WA or WA. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WC or W.I.C. Walk-in Closet VN or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 03-27-14 1.0 NEW BASE PLAN 12-28-17 2.0 2017 FBC CODE UPDATE 08-23-19 2.1 TREVESTA 150-C ENG. 12-19-20 3.0 FBC 2020 CODE UPDATE 11-29-21 4.0 ADDED ELEV KLM PER C.M. REV. 06.23.22 07-27-22 4.1 ADDED 4" WALL IN LAUNDRY RM E IMPI 7 W '% 1749M 1� 1=7 rNI F*J A 3326 Al B1 KLM INDEX OF DRAWINGS I SHEET DESCRIPTION I SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7.1 FLOOR/ROCIF FRAMING PLAN 7.2 ROOF FRAMING PLAN 8 LINTEL PLAN SIN STRUCTURAL NOTES SNII DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS D2 DETAILS & SECTIONS D3 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCTAPPROVALNUMBERS PA1.2 PRODUCTAPPROVALNUMBERS PA1.3 PRODUCTAPPROVALNUMBERS PA1.4 PRODUCTAPPROVALNUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 . HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES I THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and EOR 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 EOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. 0 Liu C:) to C-3 C-.4 (A Cc. E C* C., V- 'W � W-1 W C-1 C Tbc-') L \o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W 11- a g c-, . co a 9 F- LQ 0 .5 �; % — 'o S 4. Cl) f-. 7 Lt LLJ CL 0 C" 0 ox M Z C�� 0 Cl) Z LL 04 Z 013 0 E3 0 4-J U 0 LLJ U U 0� cm Z U- E go 0 8 F f6 Z' � '0 W 0 C) C' E 0 0 M C o)] ZC i55 'Z' W W 0 Cl> t-1 01 R 00 1: :3= LO < L0 M 0 LO co L0 0 LO W V) 0 .4 M 0) ca CN C` Q C:) CN M C14 LO E co LO 0 Z Z E C) IRD E M YL JOB NO: 23-0052T SCALE : AS NOTED SHEET NO. C S 0) L0 L0 0 5_4 CD C-4 r4r) 21 t2 i� In C'4 L0 31-- C 5_4 FL E E 2 CL L r7_1 9 TYP @ 1 STORY �-HANSON BOX -DRYER VTE T / @ 36" AFF 7 TYP @ 2 STORY T VERIFY METER LOCATION WITH BUILDER T H.B. , CD . III 3'-0" SH. Lu W.H. (R__ L WS C14 VERIFY LOCATION - - - - - - - - - - - - - 3 OT )AJ OPT. D 8'-8" M CLG - 00 ELECTRICAL PANEL 1 SHEARWALL f' 5'� to 00 TILE 2'-6" -BUILDER TO PROVIDE PROTECTION 2868 CAFE 60 HI > APPLIANCE CLG. 8 6-0" L 6-7" WHEN REQUIRED PER FBC 60 00 8'-8" CLG. cc S3 @_ PANTRY TILE i 2868 00 to CARPET DR AT 8' H -0" SIM. W/o STEP x 1 'A' (3) 2x4 #2 SYP STUDS W/ <�> L__36 JUJ 0 0 0 L DTT2Z @ BASE C14 (5-P REF. 1116 I __ - 0 CDC a (ICC 1 I 0 La 18'-4" CC- 2--l' 6115 3' 11 " NH _rz � �1 20'-8" o? TYP @ STORY KITCHEN (3) 2x4 #2 SPF W/ DTT2Z @ W > 0 0 1 r BASE A_� __�J 8'-8" CLG. 12 t TILE --4-SFrt.- - 2" DEEP J 2 CAR GARAGE nr= - - I I I 8'-8" CLG AFF GREAT I Ilm D.W. I LU 7 CI C 0 ROOM 0, z: < : Ch C r 17 04 8'-8" CLG. El -�j - - - - - - Lo u' SIMPSON LUC28 CARPET F- Sim. W/o El 5 W STEP L - - - - - - - - - - - Is A C 16'-8" 6 4--010 Cr I Ix ��S3� - 3 a. cc D 41% 6= S3 S3 S - - - - - - 9 9 04 U I I I I I L I G.T.- IAL_3068 21 '-0" 6-7' 2'-611 2641 3-4- 17!-0" 9 11--8" 1 �-(2) 2x8 #2 SYP W1 = I - FLITCH W/ (2) M 11 [r) 0 �3� 2x4 #2 SYP 2x4 #2 SYI� �41JDS W1 _J FOYER: C� ENTRY HETA20 STRAPS TO <11 COL. TOP @ 9'-4" UDS W/ DTT2Z @ BASE I B I - DTT2Z @ BASE 8'-8" CLG. 9'-4" CLG AFF VHDR PLUMBING LINE TO Cj TILE SIMPSON LUC28 J 8-4- SECOND FLOOR -AT o 2868 IR.A.G1 R&S _714i. 011 6' ----------------- " HDR AT '4' R&S - - - - - - - - - - - - - - 27 191-01, ip I L FT T-4- [1.- 6' V H DR AT 8'-0 - - - - - X-O" V-8" 8'-4" Z H3 Z20 I I 2668 5068 BF OWNER'S T cc I.C. I F� SUITE 60" X 36" 1 1 18'-8" CLG. I - BEDROOM 2 mo '9L' ,q: C14 8'-8" CLG. -7- SHOWE 0 _7�. FIBERGLASS 1 00 co . I-* C*11 ICARPET 1 I FLEX 00 C14 0 8'-8" CLG. CARPET 040 U�- OR CARPET SURROUND 00 8'-8" CLG. Sim. it OF CARPET P B =0 WILIJ BATH 8 -8#' LG. ILE It 04 6(r 04 a Lu L �8'-8" CLG. TILE 81. 1 12'-0" I(a) F, -W Sim wto 9 811 X-51 10' -5" ST& F' T F, C% W SHEARWALL G) 42 is Q I - EQ EQ IBE RGLASS URROUND I- - - - - J IIIIIIIIA I 111111111111101111WI177FRII 5-SH rl R&S 11177CIIII10 111111111111110111111i I 1111*117r7ii H.B. TYP @ 1 STORY 25-SH TYP @ 2 STORY U%IW HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2XIS #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W1 1/2" Follow Q/S4. See Plan for RAG FLITCH PLAT . E 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18JX254 S.H. 13 20X38J 18JX37J S.H. 14 20X50J 18 J X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20 X 72 18 4 X 714 S.H. 11­12 27 1/4 X 26 26 X 25 J S.H. 11-13 27 1/4 X 38 26 x 37 1 S.H. 1H4 27 4 X 50 1 26 x 50 S.H. 11-15 271 X 63 26 X 62 1/2 S.H. 11-16 27 J X 72 26 X 71 1/2 S.H. 22 37JX26 36 4 X 25 1/2 S.H. 23 37JX38J 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75"TALL 73 4 WIDE S.H. 32 54 X 26 52JX25J S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 4 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-B1 SCALE: Y4"=V-0" General Notes R302.5 Dwelling/Garage Open I ng/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 R302.1 1, 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: Is From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. e From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. Is 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 win ows wi openings a wi no a ow a -inc - lam er mm) sphere t 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 lying 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. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 SEE SIN SHEET SEE SIN SHEET MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES I SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALLLEGEND MASONRY HGT. @ 9-4- 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 1113111 FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 15,10 LIVING TOTAL 3326 GARAGE 453 ENTRY 66 TOTALAREA 3845 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACE-D EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED :0 UJ C%4 C2 0: C.J co U- to C-4 CL. C2 0=1 (A = E Cc 0 LJ 0 W/V ab r4 4�0 L 0 To the best of the Engineer's knowledge, informallion and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E g. M 8 U0 0 04 - C\I - 'm (21 .!- Co 6) �:, u" � .mv LL Lu CQ LL IL Z - 13 1 =M 'S 0) CL f;8 - 0! 99 III C�(s 0 W Z LL Go ,L 6 Co LU I,, N Z Cl) a z C14 < W 0 Cl) C, Q U) Q) (D :2 0 L/) C14 F- U3 MIN U Of < cl� LU z LL. E z 00. cc Q R � X SO ou E X C/3 ro 02 C: C 0 0 Ir z Z 2. < 0 M U0 W § 2 z 0. M .0 5 00 LO L0 CL F- LO co J U') LO U5 04 M L0 +-a 0 C-) C-4 U_ C) 0) CN It 00 LO LO ce) z z E C) �5 E 0 0 "0 _J JOB NO: 23-00525 SCALE : AS NOT]ED SHEEr NO. N C1`1 n LO U') C14 q CN 1� Ckl a; e�o 04 11) rl) q Cr W3 Cq 8 1 e 0- L= -N 2 CD IT :;t Aft" 22'W x 30"H MIN. ATTIC ACCESS (THROUGH WALL) � �3 43'-8" 36-0" T-8" 0 9'-2" 26-110" 3 3 D2 D2 \2 251H EGRESS C? 1 V-81" T-4- 60 20--1 1 2 1 BEDRO M 6 8'-0" FLAT C G. ;,T CARPET C14 LOFT T-7" 4'-l" T-9 8'-0" FLAT CLG. CARPET 00 C14 1b - 14 za 12 5068 L U F R&S I C,J 00 (0 CN H1 J 9 8 +42" HALF WALL A/C CHASE -aT- 13'-7" - - - - - - - - - - - r____ T-72 =7_ 7-:: --- - - - - - - - --- - - - - L NV �22. 10'A" AVI 4'-0;11' '=2 1,�CC4 71-3" I AN 0? R&S 2068 - - - - - - - I LLJ W. I. C. U) Lou (n 8'-0" FLAT CLG ob -t -_ (0 G.T. cr CARPET 00 00 BA. 3 (n I L M in co CIO 19 ED C14 §'-0" CLG. F� Ca a I U') 64" 4'-421" 16,-4,,TILE 1 V-4" 2'1 2'41 TI3 CHASE C\J TP, -00 BEDROOM 4 BEDROOM 3 BEDR09M 5 8'-0" FLAT CLG. I UL 8'-0" FLAT CLG, 8'-0" FLAT LG. CARPET I T I Ca CARPET CARPEr r3 Ir LO No FIBERGLASS �2 SURROUND @211, 25- EGP SH ESS @ 25- EG SH ESS 0 <�> 0 <�>@ 91-10.1 17'-8" 16-2" 0. 43'-8" F, 04 F_ ;0 4) HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 13/4' X 16- LVI_ 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FILITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W1 PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18JX25J S.H. 13 20 X 38 J 18JX37i S.H. 14 20 X 50 J 18 Jx 50 S.H. 15 20 X 63 18JX 62J S.H. 16 20X72 184X 714 S.H. 11-12 27 1/4 X 26 26X25J S.H. 111­13 27 1/4 X 38 J 26 x 371 S.H. 11-14 27JX 501 26 x 50 S.H. 11-15 27JX63 26 X 62 1/2 S.H. 1H6 27JX72 26 X 71 1/2 S,H. 22 37JX26 36 4 X 25 1/2 S,H. 23 37 J X 38 J 364X 37 3/4 S.H. 24 37JX50i 36 J X 50 S.H. 25 37 J X 63 364X62 1/2 S.H. 26 37 J X 72 36 4 X 71 112 S.H, DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52JX254 S.H. 33 54 X 38 J 52JX37i S.H. 34 54 X 501 52JX 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/ S.H. DOUBLE 39X59 79X59 N/A S.H. SECOND FLOOR PLAN - ELEV-B1 SCALE: y4"= V-0" General Notes R302.5 Dwelling/Garage OpenIng/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.1 1, 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 shalt 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 518" 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. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" rA') +29.7/- + +28.3 / -30.8 +28.3 / -37.0 +26.6 / -29.1 +26.6 / -33.5 N ET H SEE SNSHEET SEES SHE 9 z 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 WALLLEGEND MASONRY HGT. @ 8-4- A.F.F. MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIF7 CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131 11 FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 1510 LIVING TOTAL 3326 GARAGE 453 ENTRY 66 TOTALAREA 3845 PATIO 24 INSULATION REQ. / TYPE EXT FRAME 2 x 4 R-1 1/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 I R-11/R-13 KRAFT FACED (GARAGE / LIVING) oll cc C.3 C.� E -J� ca W W M 11.0 E 0 W 11�0 �3?�o 0 -�SE 4 0', Z� <r -.1 0 J om ci FL SS1 0,0 N\s 11111, 111111100 To the best of the 5ngineses 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 1- a E 8 M, 8 N Ch 53 0 Co '120 Z % 04 0 �7' --, ! t L-L LL Z 0 M LL _J Lu R lri 0 W 10 C94 :3 0 Ix z LL co Lu C5 Z C14 0 0 z W Q W 0 0 C') 'n C14 V) 0 1 z P CL o ra Cn LU U 0 Rig < C1> E r-L E ao W co W Z mo 8 8 Z8 W W� V5 0 U) L0 M F- Q 0 co L0 0 :3 LO V� U) .2 M M LO 0 0) 0 C) C'-4 0) Cy') CY) 00 E LO 0 E C) a. E 0 0 _J JOB NO: 23-00525 SCALE : AS NOTED SHEET NO. 1.2 Cn UP CD CD 5,4 L0 C-1 0 LZ CL E 0 IR 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. STAIR CALCUTIONS: TOTAL RISE = V-0 314- (16) RISERS AT 7 9/16- 10"TREADS W/ 1"NOSING CONT. HANDRAIL2 RETURN TO WALL DETAIL A SCALE: NTS 60 3/4" PLYWOOD DECKING L9 60 STAIR SECTION Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) 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: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 Inch or a bevel not exceeding 1/2 Inch. A nosing projection not less than 314 inch and not more than 11/4 Inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 Inch within a stairway. Handralls: 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. Handralls for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches In height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. SCALE: 1/2"=V-0" MIRROR F LOW An I oil KITCHEN ISLAND X TUB/SHOWER FINISH PER FLOOR PLAN F-MAN Mm 9 L_J L 4 50 OPT. REF. KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW 41% MIRROR SHWR. SHWR. DOUBLE VARIES CURTAIN HEAD RODS ROD 0 0- 24" TOWEL BAR TOWEL BAR IN UJ ON WALL ABOVE TUB OR SHWR. TOILET n LU TOWEL BAR > ON BATHROOM WALL SHWR. MEDICINE UJ C 00 VALVES CABINET TOILET SOAP _4 50 PAPER DISH -1 0 to HOLDER -1 C LO 0 14, 02 0— ICE U_ U_ Z lid, < < I ce) > > 0 M CINI F0 4- C14 TUB CIO co FIN. FLR. Ul �1 .1 J .1 BATHROOMS, SHOWERS AND TUBS SINGLE ROD CLOSETS/LAUNDRY 71119 "0 60 9 M ;D -1 co MIRROR 9 60 9 Z BATH 3 NJ HOOD Ll LA IU -1 1 __ - 11L RANG.E KITCHEN I 9 INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED12"MAY REQUIRE A SUPPORT BRACKET 6" H BASE 0 FINISHED CABINETS - 0 0 COUNTER TOP Lf) C11) cle) I FIN. FLR. SHELVING 00 U_ C C 10 a- 0 2x c9 FRAMING Zo 1/2" GYP BOARD — 11-21' CABINETS - ISMS". SCALE: 1/2"=V-0" 0 ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DIAGRAM SCALE: 1/2"=V-0" en C%4 C* Cr S CM Z cc Cy C-2, CIA CP 9Z E p tj ftz ;�,?,o W S Z % < X� F L 4-- * * 0 vx� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained witirin these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineedng portions of the drawing pages bearing Engineer's signature and seal. 0) W E Lo0 V) (� , f 6) 9i IC-4 01 LL Z 0 0 W W CP 3 IL cuo) 0 Z 0 W 013 (D U) V) 4 .2 4- LL LU 0 L, U < _J LL. E Z a 0. Wg E V �� Z.� 0 �1 C,> 0 C111) 0 0 LO a- LO J Lf) 0 LO U) M cc) L_ LO 0 c) N C) C:) LL 0) LO .41 LO ce) 0 Z E C—) E M ir ;.; 0 0 0 _J 'D M < a 1 3 JOB NO: 23-00525 SCALE : AS NOTED SHEEr NO. 2 M L0 Lr) 42 R LO C14 514 141) C-4 C14 C14 FASCIA (TYP) T.O.P. HDR HGT._ HEEL EXTERIOR ED 1� PLASTER 1 ON FRAME Lo 71-4tv 12 12 5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER J MANUFACTURERS SPECIFICATIONS F4 7­ F1 4_ - - - - - - - - - - - - - - - - - - - - - - - - - - LINE OF 2ND FLOO WALL rF24'� Irpromht III 25 SH rF 1_2-� 25 SH 25 SH F16 WA F1 FLASHING \Zill/ —0 2nd FIN. FLR. T.O.M. - - - - - - - - - - rL HDR HGT -- - - - - I- j F17 OP ED TEXTURED CEMENTITIOUS FINISH ON C.M.U. /25 SH 25 SH Ids. 00 FIN FLR I / I F2 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS - 1H PI 11 M ----- ------ — �_­ ------ ------- ------ -------- CJ / WEEP ------------------------------------- -------- 37 ­]l TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) FRONT ELEVATION - B1 SCALE: 1/4"=V-0" f �RIDGE VENT 12 A 12 5 5 12'RIDGE VENT — _-� __ 1 11 T.O.P. �4 . � _. F4 ­//1 F1 FLASHING 111117 - - - - - - - - - - - - - - - -- — - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ------ CJ / WEEP — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3-4- TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 25 SH HDR HGT. EXTERIOR PLASTER ON FRAME I 2nd FIN. FLR. , T.O.M. HDR HGT. 2'-3" FIN FLR -------------- I --------------------------------------------------------------------------------------------------------------------------- I --------- 60 LEFT ELEVATION - B1 SCALE: 1/4"=V-101" General Notes ROOF CRITERIA: 0 12" OVERHANG U.N.O. 41 PLUMB CUT FASCIA ROOF 0 PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES, Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1 063, or ASTM C1 787 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 SNI 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-perrneable 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 I fell or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt fell 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 C1 281, 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 CD CL C-I cc CU CL E G. cc M C, 0/1 OW/V % F A5 N tu < 0 F L() E S Is I �ISII To the best of the Engineer's knowledge, Information and belief, the structural plans and specificatlons 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 C-, 6 9 �; � r- V L.L Lu Z LL Lu 52 OR 0 W , AM(- ow W Z UM LL co L 6 C', LO Z M a Z 04 .. < 00 0 W co E30 (D !g a g Z V) CD 4--1 cx� 0 LQ E 8 C.) Offi— 114 C-4 M ur,- 2[ E 0 i 6 3 Z8 E M 2 S T L4 co C: g q Z Z M Q) Z <Z 0 U.5 .J .0 LO LID 0) In < cl- L0 co L0 :3 0 U') Cr U) L0 4-J 0 U) m C14 IZ C%4 C) 0) Ict ;a 00 Ul) CIF) E Lo C#) 0 Z E M 0 M < a I 0 _J JOB NO: 23-00525 SCALE " AS NOTED SHEEr NO. 3.1 cm K I ro Ul) Lin Ln C14 c14 P L0 LO 31-- C I E 0 E Wj CS 00 C5 a? ao C� F- 0? 60 HDR HGT. t _ I — — — — -011 FIN FLR 12 12 5 5 25 SH -0-F—F RI —DG E V T — — — — — — — — — — — — — TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 25 SH 25 SH 25 SH REAR ELEVATION - 131 SCALE: 1/4"=V-0" 12 12 5 12'RIDGEVENT SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER 7; MANUFACTURERS SPECIFICATIONS T.O.P. --- ------ - ------ — -- -------- ------------------------------------------------- HDR HGT. ­j' -7 -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EXTERIOR -- EXTERIOR PLASTER ON FRAME 2nd FIN. FLR. T.O.M. F1 CJ / WEEP — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FLASHING---,,,,, --- ----- -------------- --------------------------------------- CJ / WEEP HDR HGT. 04 6 -- --------- 3'-0" TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) zo FINFLR — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — RIGHT ELEVATION - 131 SCALE: 1/4"=V-0" REV. 09.24.21 LU CLg CP Li CL tj V7 Ca 2 r tj Lj ;�?,OWN t Cj Ti N \0 C(z ej 4 FLO '4�01FESS\014 To the best of the Engineers knowledge, information and belief. the eftWural 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 W C,4 Im N 0 % u7 LL M u- U. -J -- UJ z C', 0 z usW Go 0 , z a z C14 0 co W (D Z: V) C1 0 +-j ru C.0 , U 0 V) ru E 8 di L4- E g cc 8 qw zE 0 K z z TF Z -(CL) W m C13 0 .0 :3= V) V) M 0 LO M :3 Lr) C) LO Cr M U) L0 U) c) 0) LL C14 C) 0) 04 CY) 0-0 LO E LO Cf) 0 z z C E 0 E a a. 0 a < 0 C JOB NO: 23-00525 SCALE : AS NOTED SHEEFNO. 3.2 Cn co U') L0 e cy X LO C14 L0 Ln U') kc) f�04 C E E 0 LZ CL C1. ii .2 LZ CL C14 VARIES CAP CAP 2" *NOTE: cli FOAM TO BE USED 1" RADIUS-,"� CV) 2" ;0 ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE OPENING VARIES 2 1/2" RADIUS 3 1/2" RADIUS - - -5;1 3/4" RADIUS — - 4" Av A &D BUILT W/ STUCCO. 1/2" RADIUS — EDGE OF ill- 4" VARIES I AV OPENIN G VARIES V-4" 04., 2j" VARIES 1-4- 04 ill 2' VARIES Ac,4 V-011 1 1/2" RADIUS — 4" 4" 4 4 4 4" 41" A C17 2" 2 1/2" RADIUS A4 4v AV VARIES 3j" 3j" rl BASE ,:3" F 1:j BASE Bit 4" *NOTE: VARIES 8- 2" 3" FOAM TO BE USED ONLY WHEN REQUIRED BY &D COMMUNITY SPECS. IF NOT, OPENING VARIES 14� 1.1 V-4" DETAIL TO BE �2' —2- bEi BUILT W/ STUCCO. _U -------- EDGE OF OPENING 1-1/2" THICK 1-1/2" THICK 4" 10" 2"' 4 101, 6" 1 &D J-- I6" s I � 2- W U) W 1-1/2" THICK 31- 211, 4 A ,_ 74" 11-101, 7 4" V-5" f2," ;0 4 1-4' 3" VARI VARIES U) VARIES VARIES 4" 6 8" 11 N -6 -------- C14. 04 .0 6" 4" KEYSTONE F1 1 b OPTIONAL KEYSTONE F1 1 ;0 OPTIONAL CD '0 1 414" ZD W % % 11 4" GARAGE - GARAGE DR DR. OPENING 4" 3" 4 11 4" WINDOWOPENING 4 `1 1 NOTE: * INSTALL OVER STONE, TYP. VARI * FIN. TO HAVE TRADITIONAL Rim LOOK & SMOOTH FINISH & FOAM/ EPS MATERIAL IS ACCEPTED NOTE: * FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 4: V-6j" 11, 2 2-71" 2" e FOAM/ EPS MATERIAL IS ACCEPTED .4. 6 6 5j" 1--1", 53. 2 6 4 T-8-- 7" 4" 3'-0" 4" 101, V-4" 10.1 f2" ;0 N C14 N, 04 ;0 cl) cl) "�7011 12 A b GENERAL NOTES: a 1.5 LBS DENSITY STYROFOAM ra "J 6 POLYCOAT (HARD COAT) 6 ACRYLIC SAND FINISH ij C�l V%j Lin C%4 ce- 0 C= C%j C-4 To the best of the Engineers knowledge, Information and belief, the structural plans and spedficabons contained within these drawings complywith the 2020 Florida Building Code - Residentis I I 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W C'j 3 r-- C', 0 ,v LL -6 0 — �;; 2 2 - , R: t z 0,0 6 Z IL Co LAj r- < (ti 0 z (81 0 'n W 00 CD V) -0 (1) LD 4- 0 LiJ U ci:: 0 E 0 E C, CL E 0 10 0 (D �0 C E 0 01 z tva; z 1, A z z z W C> 0 Ln L0 L0 120 CL L0 co L0 :3 C> U-) L0 < U) 0 c) 0) C�o 04 .0 0 U- Fj C) CN CV) M ;& C-4 LO Cy') < IRT T— (0 I— E CY) LO z co z (n E Ch E 0 -j < JOB NO: 23-00525 SCALE : AS NOTED SHEEr NO. F1 02 0 :9 L0 4M 1.0 U*) f14 M q�, L0 C"' 2 CD CD 5,4 S. E EE C-4 C) C14 CL C'4 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. 150A/200A INDOOR PANELCENTER 10 #14 to fightS & outlets NEMA 1 01 #12 to apptiances and GF1 1 50 AMP/ 200 AMP 00 #10 to WH 0 #8 to Range 01 #6 to HVAC ME ER M T N T T/--150=2/0 n 200=4/0 In 2" Conduit 200 amp 150 amp UNDERGROUND IDIs SERVICE BY POWER CO.---,_ INTERSYSTEM BONDING TERMINATION PER NEC 17,250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. CODES AND THE LOCAL POWER/UTILITY COMPANY. 1. Electrical outlet heights as measured from finished floor to mer 11ne ol [Ile IJOX LO be: 16 Ar F k9eneral). 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" centedine 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 GFC I 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 comer counters. ELECTRICAL KEY L 4::� V4=P`__ DUPLEX CONVENIENCE OUTLET I Z!t!". pip= DUPLEX OUTLET ABOVE COUNTER llf:!, PE�W.P. WEATHERPROOF DUPLEX OUTLET OG&F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET K�-- HALF -SWITCHED DUPLEX OUTLET I Ph r'1:NV SPECIAL PURPOSE OUTLET =E�F DUPLEX OUTLET IN FLOOR I zn!' PJ�E 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH & I 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE @) RECESSED LIGHT FIXTURE +P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) RCH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) PM 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER Millen ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN 4. 1L CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR 17% OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT < VERIFY METER LOCATION WITH BUILDER =1 H.B. �Av ,it 1, '4 G PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FIRST FLOOR ELECTRICAL PLAN - ELEV-131 SCALE: Y4"=l'-O" C" C-4 CI%A CD M 40 to C'4 S C, CA 7; E 0 Cl> 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 Im. 'I g N F, 0 tg: N CD co V LLJ Lu M Z M a 1; 42 0 0: w W 6 to Lu c) Z 04 < 0 Z W co or (n V);?: M Q) U 0 Ln Ln C� C) 2! M E C) 0 (n �d C> C11> _j E a C' Z E 0 Z 11 t Z Z (a M 0 Z Z Q 9 § �z Z M 1� C.? 05 120 CC L0 V) tM M < 0 a- a) F— L0 M LO 0 :3 LID Cr ch M tz V) 0 U) CY) 4- C-4 C:) to CN U. N 0) M iz� 0 CY) < r- Ir- CD Z cc Z E cc M E 0 4i - M C a) < 0 1 _j JOB NO: 23-00525 SCALE : AS NOTED SHEET NO. 4.1 to C14 L0 to 04 31 E 0 a" C3, CL 0 C2 C-4 CD ELECTRICAL SPECIFICATION 15OA/200A INDOOR PANEL CENTER NOTES: 011#14 to lights & outlets NEMA 1 01 #12 to appliances and GF I ELECTRICAL CONTRACTOR 150 AMPI 2W AMP 10 #10 to WH MUST VERIFY WITH THE 10 #8 to Range SPECIFICATIONS FOR THE TYPE 10 #8 to HVAC OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR —vETER —T LOCATION PURPOSES. n T /-150=2/0 200=4/0 in 2" Conduit 200 :mp 150 mp UNDERGROUND Ipisconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground L BONDING GROUNDING WIRE TERMINATION PER Y WITH CODE APPROVED NEC 17, 250-94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES Typical 150-200 Amp Electrical Riser DiagraM REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. I. Electrical outlet heights as measured from finsned floor to nter line or the box to be: 16 Ar r kgeneral). 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 7G- 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FEFW.P. WEATHERPROOF DUPLEX OUTLET I /-N.. ftt.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET 1. /1-% Fqw= HALF -SWITCHED DUPLEX OUTLET Lph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH II YO THREE-WAY SWITCH ?4 FOUR -WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE @) RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) F51 CHIMES (OPTIONAL) �0 PUSH BUTTON SWITCH (OPTIONAL) F0 PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNM TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT r--- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SWITCH & LIGHI IN ATTIC SPACE L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - BEDROOM 6 ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE W.I.0 ROUGH -IN FOR OPT. CLG. FAN/ IRE LIGHT PRE-W BEDROOM 5 TO 0 C.M./S.D. LOFT 2 ROUGH -IN FOR OPT.CLG.FAN/ LIGHT PRE -WIRE Pt\ / C M � q 'Ww W_ Q'111 / ;1 S"I 1,07" oe '1 /9 6A' ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE-WIR BEDROOM 4 (9 — — — — — — — — — — - 7 — — — L qp ROUGH -IN FOR OPT.CLG.FAN/ LIGHT PRE -WIRE 7Uo BEDROOM 3 SECOND FLOOR ELECTRICAL PLAN - ELEV-131 SCALE: Y4"=l'-O" cc :5 c=� r- C= CC Cc C, i3: C"> CD To itie 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 dr&Mrvg pages bearing Engineer's signature and seal. W E 8 0 ':3 r-- 'L CIJ 0 _j LL U. 'L uj S2 Z M C'l W Z IL Z a C*1 < 0 Z (n CD Z 0- V) _ C� 0 (1) 4—J c,, LU 0 Uj V) s l­_ W d) < 0 IN 0) Zi _j LL_ E F5 0 E no < Z t0 0 C" C Z S �z Zo 02 W 21 0 ZW IX < LO 0 a- L0 co LO =1 0 LO cy. Cn Cal U') 0 c) 0) co 04 LL 0 C:) 04 M ;& U) cle) I.. E LO 0 M Z 0 E C) 2 C .T E ;.; 0 0 a 4) 'a JOB NO: 23-00525 SCALE : AS NOTED SHEEr NO. 4.2 11-0. On cr_ M co C, L0 L0 X LO C14 E E CL 1-0 CL '2041 ME ZONE-1 z ILLJ L.L 0 ATTIC SPACE �` 0 cr 9 733 SQ. FT. ;t_ :12 SLOPE 1-- z LU u- 0 0 CD VLJ uj Q. 0 N 14 ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule 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 SO. IN. of of vented 1114. of of ventilation to SQ. IN. of SQ. IN of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main -- -0 -27 Floor 733 704 101 352 25 176 276.0 0.0 276.0 (Zone 1) Main 0 0 Floor 49 47 7 24 2 12 0.0 0.0 (Zone 2) 0.0 Upper Floor 1552 1490 213 745 53 372 12 2 456.0 (Zone 3) 180.0 276.0 '*NOTE - GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. CL 0 W CN L6 4'-0" ROOF VENT I ZONE-3 ATTIC SPACE 1552 SQ. FT. i:12 SLOPE Lu 5:12 SLOPE 0 4'-0" ROOF VENT 0 W N Lh RIDGE LU a. 117-0" RIDGE VENT ZONE-2 ATTIC SPACE 49 SQ. FT. ROOF PLAN - ELEV-B1 SCALE: Y4"=l'-O" C" C%j co C%& 'j Ca. C111 = Ca C.., '-.4 7 -cs = >< , = LA— Q.. 40 M C= W 1V 2 W = FE C, ca to W 2 r6r"-j VVIV J 4 4b 64 UJI To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W 1- a E 8. 10 0 $ �! N a 9' '! [zi CR U. U. Lau Z 'M 0.4 0 f-- 0 W M C"I ZW 0 <0 93 V) 0 cc Q) -$ 4—J c,, - 2 0 V) V) Cki LU < C"I E 09 E L w a so 0. E3 E 51 2 �i ou 10 �8 z z S2 0 .0 > LO LO tM M < LO co LO j C� LO Cr 04 Ul) 0 U- CD C) 0) CN In co E co 0 z z E 5 E0 0 JOB NO 23-00525 SCALE : AS NOTED SHEET NO. 5 L0 Lr) Ix E L0 Ln CD L0 C14 Ln L0 C LZ K) rn 00, CD 3'-0" ....... ...... N IW 1 11 D I: VERIFY LOCATION (2) #5 REBAR I I I. . . . . . . 04 ELECTRICAL PANEL VERTICALS w/ in C� JL - - - - Y .... Z-6" cc FILLED CELL 18'-4" 10.-0., U') 3-4- 20'-7'. SW SLOPE' BUILDER TO PROVIDE C� 9 1/8":l'-O* APPLIANCE PROTECTION &D 60 -4" 77 WHEN REQUIRED PER FBC " PROVIDE 1 Y2" RECESS 1,,4S6 00, 31/2' SLOPE e 3'-O"x8'-O FOR SGD. REFER TO TY -6V MASON'S SLOPE FOR 2STORY OPT III 11 -3 iCONC. PATIO WIDTH REF -CJ Ci 9 9 TYP @ 1 2STORY STORY 2'-6" x 2.-6" x V-0" 11 2'-6" x 2'-6" x V-0" A 4) 1 I W/ (3) #5's E.W. I W/ (3) #5's E.W. 18--5j" SW rcc,*\ �3 CHASE TO ISLAND I W.11 7 t -ij 3-1/2" MIN 3000 PSI CONC. SLAB FOR KITCHEN I C3 HERNANDO COUNTY ONLY ISLAND LOW if' I ujl� 1) 7 7 0 3-1/2" MIN 2500 PSI CONC SLAE 7 Cn WALLS I h lie 1 (2) #5 REBAR MIL VISQUEEN VAPOR BARRIER 1 11 1--113: �e . 7 VERTICALS w/ 3 1 7 �3 - cc in FILLED CELL S3 Sim. W/o 7 —CJ STEP 01 717Z700�- 9 �0 ---4 — — — — — — — — — 4 2'-6" x 2'-6 -01 F. I 7-6" x 2'-6" x 1 '-0" [ 1 FF, Ij W/ (3) #5- W/ (3) #5's E.W. 21'-6" 8'-5" 3'-10" 2STORY TOP OF CONC./ L PAVER TO BE 4* -A" SLOPE BELOW FIN. FLR. 1/8":V-04 S3 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. —\ k.!3 6-9j" TYP. 22' 0 '-3",6.5 V-8-- 1. 18'-4" X-O" 2'-8" 5-4' 18'-10" PROVIDE Y2" I X 9 Y2 J UY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... ... ... ....... I - N - DICATES FI . LLED CELL . w/ 3000 PE CONC. GROUT FROM FT. TO BEAM (1) #5 REBAR VERT ABOVE SLAB T) F . . . . . . . . . . . . . . . . . . . . . .......... L . . . . . . . . . . . . ............ IRECESS FOR FRT. DOOR ...... @ ALL PLACES SHOWN HOOKED FTG. DOWELS 5" EMBED W/ 25" EXT. ABOVE STUB UP TO 2ND FLOOR SLAB "GRADE 40 STEEL" _Gd FOR A/C t PLUMBING Ci CY) HVAC CHASE LINE Td SECOND SHOWER r FLOOR': T Cl) BASED ON LOCATION ji V, LA k!J $2 TYP @ 2STORY N C. LDW� e 0--0- LJ 4) TYP @ 2STORY 2 01-101, I 1 6 LAV. 5'-0" LAV. 7 1 N I TUB 4C AD L �1071 771 z ZA 0Z H.B. TYP @ 1 STORY 4) TYP @ 2 STORY 1 5. 8 7-681" L 6'-0" L 6'-4" -4" L 4'-2" 1 1.8-- L 6-11" L 4--551" L V-W` L -91, L T-10- L 2'-5,, L T-54' L FOUNDATION PLAN - ELEV-B1 SCALE: Y4"=V-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 I VVVVF 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 U.J LU CONTROL JOINT DETAIL SCALE: 3/4" = l'-O" -#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 SCALE: 3/4" = V-0" CIA W %31 tj CLI G.) M " C= cr_ 0.5 cm C& ta, go % U U n To the best of the Enginser'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 Englneer's signature and seal. fiw�� Im tM 0 rZ C, M LL. .— . S2 10 0) a_ z 0 W z Z Cl) un 04 a 6 z W E iz- V) u- 4—J C:) 0 LU V) ru E as — 8. v Im�iI< I 0 E 0 'z a W Ir CL C:, E 20 00 2 ro <D It 0 z co z 2.z C§ 0 0 W M .�r 0 01— LO LO T CL M LO 0 L0 Cr U) 0 CN LO 0 c) C'i C) C:) 04 U- 1q, 0) LO < 00 4t E L0 0 z z CD LD M C E V 0 JOB NO: 23-00525 SCALE : AS NOTED SHEEr NO. 6 2x4 STUDS W/ USP - SPT22 @ BASE SEE J/S6 FOR MORE INFO. 1 16" FLOOR SYSTE7M/ SEE PLAN FOR DIRECTION EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. FLOOR GIRDER SEE PLAN FOR CONNECTION SECTION @ FLOOR CONNECTION r2 2�'� SCALE: 3/4" = V-0" 1\"j Co Ln U') cc Ln Lo tr Ul) tn a LO rn E 2 IV Lz: -9 -2 CL C14 I ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH ,XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) I(-) VALUE DENOTES SUCTION a=4ft [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 _3e 3r 10 1 HIP -35.94 -49.57 -49.57 -49.57 GABLE 1 -38.22 -38.22 -60.99 1 -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"0.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/ie" EXP. 1 (2ye) or 1%2" EXP. 1 (3y,6) TILE: 1V32" EXP. 1 02/ 16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2%" xO.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN %J', SHEATHING SHALL BE FASTENED %A11'rU AO'rRA C19=7 DODO A-2 IAA ')I/-" n 101- KIA11 0 nD ACTIA C1=7 DODO AA 1' 113n. KIA11 Q - k x . - % . 1 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE I USP MANUFACTURING, INC. 0 CONNECTOR SYP CAI A META12 1420 A (2) (2)META12 1875 (1)PLY 1795 (2)PLY B HETA16 1810 C H2.5A 565 D H3 400 E META20 1450 F HHETA20 2120 G H10A 1040 H FGTR 4725 HTT5 4350 HD3B* 3130 VGT R/L 2225 VGT - F 4940 LUS26 HUS26 HUS28 MTS12 VGT - M 1165/1060 1320/3235 1760/4095 990 4940 (2) LGT3 6570-M 6� MGT 3965 (2) LGT2 14060-M 3-, SPF FASTENERS CONNECTOR SYP SPF FASTENERS 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" 9 - 10d x 1 1/2" 9 - 10d x 1 1/2" HTA1 6 1870 1585 10 - 10d x 1 1/2" 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1 Old x 1 1/2"& 8-1 Od 3400 w/ (18) 1/4" x 3" SIDS 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 3740 5/8' ANCH. / (26) 1 0dx1 -1 /2" HTT5 1 5795 5/8' ANCH. /(26) 10d x1-1/2 3050 5/8"DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 518" ATR — 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 wl (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR 1005/915 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d 1335/2820 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" 1720/3125 30 - 16d x 3 1/2" HUS28 2950/5090 30d -1 6d x 3-1/2" 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1 /2" 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED W/ SIMPSON SET wl 12" MIN. EMBEDMENT. 4730-M 501 0-F W/ (24) 114" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HID (2 PLY) OR (52) 16D SINKERS FOR FRAME 3330 22 -1 Od x (1) 5/8"ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED W/ USP CIA-7000C EPDXY 3500-M 3240-F w/ (32) 16D SINKERS & (114) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 31 00-M 4520-F 31 00-M 3800-F wl (32) 16D SINKERS (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME .1X.1 HTS 20 1 1310 1 1245 24-1 Old x 1 1/2" HTW20 1530 1285 1 24-1 Old x 1 1/2" Spi 555 1 535 1 10 - 10d -1 SPT22 735 8 - 10d SP2 1010 1 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 10 1 555 1 12-1 Od x 1 1/2" HHCP2 680 570 (20)1 Od 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, 1 29"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) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1hjTr0QCr'T1nMQ QD1 lr'lhdf' TO BE STAGGER ED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-O" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP, AT INTERIOR BEARING U.N.O. (A) OR 2 PLY 'ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN - ELEV-131 SCALE: Y4"=1'-0" C* >. LAJ C-1' C14 CO >< LA- Ct Co c= UU15 Cc;: Jm-- C'4 CD E Z_P M W cz �v < C� U LL j,% ...FLO' Iko 'Irr N �yf 1§ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Enginser's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineees signature and seal. W 04 W 0 M. N C) j Lu U_ 13 9 z 0 0 0 Ox W Cj Co 2 Cl) z LL IL C*4 < i d 0 0 Cn W -H (D E3 (n 0 Ul ru LU 7ja C', z _j 0 E 0 10 1 E ILI z E It 8 0 Z It 0 Cn 8 M LO LO LO co L0 =3 CD ca CAI LO 0 .4 c) 0) M C-4 LL CD 0) C%4 M 00 V) 00 < E LO Li 0 M z E CD g M E 0 �0 _j < 3 JOB NO 23-00525 SCALE : AS NOTED SHEET NO. 7.1 cm 63 R L0 U-3 C'4 C-4 Y3 (0 U-) C14 CN FL LZ E 0 LZ C, CD4 4) V) .41 V) Cil CJ3 CJ5 CJ5 CJ3 Cil AI 11P RSHI ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft VIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUFTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft [4:12]-[12:12] ArIrA Muur I ze 2n 2r J je ar 10 HIP -35.94 49.57 49.57 -49.57 77-7-11 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 1 -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 (2y,6) or 1/32" EXP. 1 (1/16) TILE: 1Y32" EXP- 102/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2%"x 0.113") NAILS 1 .. 4. "r-1mr1c 1 rim Oncm I F1111vu 1 riRIM114moo 10 UMCM 1 F-r-A 1 r1mil 732 , OrIMM 1 r11N%J QnMLL Dr- rM0 I r-11CU WITH ASTM F1667 RSRS-03 10d (2Y2"xO.131") NAILS ORASTM F1667 RSRS-04 (3"x.120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16' O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/7 HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT1 6A 1020 1160 9 - 1 Od x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2"x 5" TITEN HD ACHOR BOLTS RFUS 7100 w/ (12) WS3 WOOD SCREWS AND (4) 3/4"x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8' ANCH, / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. 1(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- X21/2"SDSWOOD SCREWS & (1) 5/8' ATR M VGT - F 4940 3555 w/ (16) 1/4* x 3" SIDS 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 - 1 Od P HUS26 1320/3235 133512820 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 1720/3125 30 - 16d x 3 1/2" HUS28 2950/5090 - 30d -1 6d 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/ (116) 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 501 0-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8"x 5" TITEN HD (2 PLY) OR (52) 160 SINKERS FOR FRAME U MGT 3965 3330 22 1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8"ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 14060-M 3770-F 3500-M 3240-F LUGT2 31 00-M 4520-F 131 00-M 3800-F w/ (32) 16D SINKERS & -1 (14) 1/4" x 2 1/4"TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME 0 0) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2' HTW20 1530 1285 24-1 Od x 1 1/2" Spi 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 1 605 1 12 - 10d SPT24 1 1090 1 1 12 - 10d HCP2 1 590 1 555 1 12-1 Od x 1 1/2' HHCP2 1 680 1 570 1 (20)1 Od 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 REO'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREA'S & 24" I 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 (+1- 6") FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS To THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128"x 3"GUN NAILS. FASTEN BOTTOM CHORD OF B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS QD1 ICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAM ING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SCALE: Y4"=1'-0" CP .W. LU cn- I=- .z_ 03 CLI C3 X2 0) E CU e_- C', C14 .4 1. F 0 L e S S 10 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. Enginser's signature and seal is only for the structural engineering portions of the drawing pages bearing Enginser's signature and seal, Ax�! 9) W 11- 8 E Cc) cr) 8 0 Lo C-4 1� 6 0 8 c: (o 09 0) , 4 4 9i a L 5 L� W, 3 u, Z 0 E 0 :F c.4 W IL M Lu LO z 0 N z W 0 U3 C-D F:- U) < V, o (1) 4-J LU 0 U, E 8. W LA_ Z I E 8 go ?o CL z E :§ 9� M C/> C E oR z Z WSo 0 U, 0 t3 z0 .0 T_ LO L0 120 M CL 0 F- U') CID j U') 0 LO cr T_ T_ U) Q) CNI L0 < 0 cri 0) Co -0 co C14 U_ 0 CN M It Q 00 04 LO CY) E 4� Lf) CY) 0 M z E 5 M r_ a a. E 0 0 _j < C) _j JOB NO: 23-00525 SCALE : AS NOTED SHEIET NO. 7.2 U U C" L0 LO i ,3r LA Ln CC Fn ,3r 1 L0 �i L0 C'4 L0 LQ_ C !;,C-1 re) C-4 CD C14 E E 0 V LZ E CL C, C14 GENERAL INSTALLATION NOTES 1 , Provide full mortar head and bed joints. 2. Shore filled iintels as required. 3. installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except fintels 17'-4" and longer with a nominal height of 8" meet or exceed Ul 80. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the followring equation: Applied vertical load + Applied horizontal load < Safe vertical1oad__ Safe horizontal load -1.0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED UNTEL MANUFACTURERS: CASTE-CRETE, QUALff, LOTTS UIV 0 MIN E FORM & GROUT SOLID J - lv.�_ ­-#X-77.'=7 w 9 Q � J _0 ��#5 BAR CONT. 8F12-1B/1T (0 'V"LINTEL DETAIL SCALE - N.T.S. 01 Is I Is a: TYPE DESIGNATION F = FILLED WITH REBAR AT TOP IN. (1) REG-D ALTERNATE POWERS GROUT / U = UNFILLED R = RECESSED _-L 4 EIL'" EAR STEEL LINTEL QTY. OF #5 REBAR @ BOTTOM A OF LINTEL CAVITY 4 ,*-C. M. U. #5 REBAR AT TOP LU A MIN. (1) REQ'D_ 1-1/2" CLEAR g 16- EB/1 T Z 4, �5 0 Z 'd GROUT to tNOMINAL, QUANTITY OF A -45 REBAR AT r, D (n �- , = �n- 2 W WIDTH #5 REBAR AT 4 BOTTOM OF L LU TOP LINTEL CAVITY � 0 NOMINALJ 0 -BOTTOM 0 Lau X uJ : 0 HEIGHT REINFORCING .0 <0 9 Ix 7-518"ACTUAL f PROVIDED IN 'f_NOMINAL . Z 4- 0 1 WIDTH LINTEL < -0---V5 REBAR AT BOTTC AS INDICATED (VARIES) MATERIALS 16 GAUGE POWERS r7c-Pricesntels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed [inlets = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wt 4. maximum 318" aggregate and 8" to 11 " slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturers specifications for Installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A51 0. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top I see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER on ng agen must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS ap lying the cementitluos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) CONT. PRECAST "U" LINTEL - INSTALL MIN. 25" LAP FILLED SOLID W/ 3000 PSI GROUT 6 SPLICE BETWEEN WALL (SEE LINTEL PLAN FOR MINIMUM REINF. & LINTEL TOP STEEL UPLIFT GROUT TO BE SIZE & REINFORCEMENT) AT EACH SIDE OF OPENING CONNECTOR FLUSH WITH STANDARD 90 TYP CONT. BOND BEAM TYPICAL TOP 0, WALL-\ DEGREE HOOK 8" x8'" x 16" K.O. LINTEL (SEE PLAN) BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR Z-ALL. Mr HOOK LINTEL REINFORCING cli INTO SIDE Z VERTICALS 4: f - PROVIDE 3"x3" HOLE IN BOTTOM OF PRECAST LINTEL TO EXTEND WALL REINF' THROUGH AS REO'D. :4 PROVIDE STD. 90* HOOK WI MIN. a k REBAR BOTH SIDES REBAR BOTH SIDES V : 25" LAP SPLICE OF OPENING U.N * 0. OF OPENING U.N.O. ON EA. END 12"OR LESS INDICATES L OVIDE FILLED CELL KNOCK -OUT FROM FTG. TO BLOCK FOR FIR T' BEAM w/ (1) #5 4" COMPLETE MU BAR COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR 8" x 8" x 16" CMU U.N.O. TYP. DOWEL 41 25" MIN LAP (AC1530) SEE FOUNDATION PLAN FOR-/ SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION XS2� SHEAR FRAME SINGLE OR MULTIPLE WINDOWS CALE: 3V v V-0" RSEVISION 10-19-16 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 9 A CF 4'-6" LL nE 1___/ 4'-2" LL (7E 4'-2" LL LINTEL PLAN - ELEV-131 SCALE: Y4"=1'-0" 0. U, CW Ck: C5 C3.r- cc ft C-.4 U_ p_ In e.4 E 0 M 40 �cp F A To the best of the Engineer's knowledge. Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florlda Building Code - Residential 7th Editor, Engineers signature and seal is only for the structural engineering porbons of the drawing pages bearing Engineers signature and seal. 9) W 8E 0 8. , C'4 6 a) 0 to go (D 3), 44 C14 0 4b C*) r _J LL U LL �L 113 0 i LL . _.J Lu 2 . W 9 C� 0 CL IML 0 Z a N . < 0 6(.) Z W 0 F "I C!) 2 U) v) 27 M CD (U 4-1 LL LLJ C) U 0 U*) .am 8 < cc, M L1_ E E SR .� O� WZ Z 1, t �0 . V> (0 0 o Z Z A _,5 wim 6. 0 L0 Lr) to L0 LO Cr " 0 .2 N .110-P 00 U) LO 4_J 0 4- 04 0 U- N C) ;& L.0 LO cr) 0 Z E 'D M < 4) JOB NO: 23-00525 SCALE : AS NOTED SHEET NO. 8 Im L0 �9 Z2 L0 iE a; LO LO e Ln 04 L0 CM E FE 0 CS 0 S2 P.R. 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 PREVENTINSECT 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 LOAD$. 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 11 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 (1 524MM) 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 X 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 R308A 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. SPECIFICATIONS 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 PCIF 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 1OPSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 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. ROOFTRUSS 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"]"= 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/SE1 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" i V X" CONCRETETYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6"AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL 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 11 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'rn = 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 7116" 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 ANSI1TPI 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 COTSIST 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 = 46Ks! 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 EMBEDDEDXBOLTS 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 = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 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-Insoection and trbatment contract renewal shall be provid6d. 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. Irrigatihoen/asTdsnhklaerns�tstbemsicludinihalindsers and spray s I, en ,ad wi V-0" of the building side wall. 4. FBC-R R318.7- To pr?vide for inspection for termite infesption, between wall covering and final earth grade shall not be less than inches. Exception: Paint or decorative cementitious finish less than 0" thick adhered directly to the foundation wall. 5. FBC-R R31 8.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Sol[ 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 trag etc., shall be made with permanent metal or plastic forms. Permanent forms must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs bef6re vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cgrete oyerpg and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical bahrier 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 d ant b a licensed past control company before a certificate of occupancy will be= Tge 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 = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS INDOWS 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.0 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)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1j/8" 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 3/8". 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 TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C6 =6 M C2 to .0 C-J (M tj 3 �o vvtv 4 frLO 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. Engineers signature and sea] Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. c, E C14 Co C o C? Co - " C-n , R 64 C) ai C') '! sit C -1 U- L'L (0 u. LL I IL Lu CL Z a 103 i E OR 0 W = M C14 y 0 z *j M z IL a C14 < 9. z W C3 11 0 z < U) (INJ L13 0 U U Of < L,_ E z 0 1- � 3 go 8 E 0 t ru C 01 0 Z M < z 0 U z Ln .2 LO LO M 0 < LO cu j LO C) LO Cr (D U) 9 ( D CNI M LO < 0 C") I cts 04 ILL 0 C) 0) C10 F4 LO E a LO 0 z M z E 5 M r_ M M _j 0 a C 3 JOB NO: 23-00525 SCALE : AS NOTED SHEET NO. SN cc 12 C, 39 Q § LID ��l S Cr CL E E LZ .0 _J 01 .F11 W THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-1\2" LONG (3/4"-l" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-1/2" LONG (3/4"-l" 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** CORNER OF HOME GARAGE SIDE 101-011 TANK -LESS W/H H C G 000 51-01t STUB -OUT FOR -011 � D _1 GAS METER 0-1 -1 0 LO 0 z 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-5-1 (2) 16d TOENAILS 2" X 6" @ 16" O.C. 101-81, (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13-4- (3) 16d TOENAILS 2" X 10" @ 16" O.C. 161-51' (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19t-Tt (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24' O.C. 6-1 (2) 16d TOENAILS 2" X 6" @ 24- O.C. 81.6" (2) 16d TOENAILS 2" X 8" @ 24- O.C. (2) 16d TOENAILS 2' X 10' @ 24" O.C. 131-011 (3) 16d TOENAILS 2' X 12- @ 24" O.C. 151-41' (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). F* ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIOJoist BackerBlock Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1- 1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel 902.0 2 x - lumber Double 2 x - lumber - DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap I'll C111-\ STD. 900 HOOK F BOND BEAM F_ CONT. #5 STD. 900 LU CONT. #5 HOOK BAR BAR #5 CONT, FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D �PLYWOOD FLOOR SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR ,-J INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. Small gap " max. 4" max. Web Stiffener Fastener Schedule I I Joist----- __­B_ - -_ V ring Location Series th End I Intermediate -Delp N1 8 9-11/211_ 2-8d I 2-8d BCl 5000S 11 /8' 2-8d I 3-8d- 5-8d- 14,1 -_ 2-8d i Clinch nails r, when 9-1/2" 2-8d 2-8d BC16000se 11 MW 2-8d 3-8d_ possible BCI 6500so--14" 2-8d 5-8d --i 6" -_ --i--8d 6-8d I \ V_ 1) Support back of web during nailing to prevent damage to 114/_8�' 'Md 3-8d web -flange connection. BC160sS 14" __­ 2-8d. 578cl Tight fit ------ -- -- 2) Block solid between joists for full length of span. 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. -ill-71811 3-16d 3-16d 14" 5-16d 5-16 d 2x4/Plywood/OSB web stiffener\ 2" min- BC, goss - 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" max. 16" -6-16d 6-16d 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =19GO pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0, over squash=20 blocks and require additional consideration. Check wall or beam below.* w local building code for appropriate Zor=20 details in One 1 Od box areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) _J Bearing wall, Versa -Lam LVL or Glulam Bea IT) Boise Joist Blocking L lqP'A"(1 nril nails at 6" n.r- -Z­ Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRIG. WALL N.T.S. INV t IVL_i_Q k�r I MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE D IN BEARING ZONES (see table below) NOCKOUT EXEMPTS) D Id. (see table below) DO NOT cut, notch Ale 1 or drill flanges 1 higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer = 1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists I I meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 0" =11 'oc' Whe I -Joist can be offset 13/4" minimum bearing for each. up to Y' to avoid vertical plumbing 3" max JOISTS OFFSET Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. to I 0—i-0 1 1% 4 le '77 A ROUND HOLE MAY -DO NOT CUT HOLES 6" 6" LAR 2" BE CUT ANYWHERE IN CANTILEVER GER THAN 1Y 'ROUND IN THE WEB. PROVIDE AT 7 LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2" 8 T-a' I T-11" T-2"I V-7'I T-7 T-3r' I T-T' T-111"I 2-4" 2-9' 1 3-2' 3-71� Any 16' joist 12 T-U' V-11" T-7 T-2" V-3 T-9' 'V g' 2-44" 2-11 " 3-�r' 41­2' 4-9' 6_4 Span (Ill 16 T_a, 11-21 T-2" T-7" 2-6 3-2' �E 3-10" 3-10" 4 4-9' 6__r. 6-7' 6-4. 6-4' _P -2. 20 T-0' V-11" I'-Z' 1�-2' 2-a. 3-a. if 4-T 0.. 4'-10" . 11.. 6-11 " 6 11, U-11" 7�411" 81-1 .24 . 11-al 1'-'Y 17-3- �Z-T . 3-7- 't 4-9- 9-10" T-7 8'-4- ;11 c iFlr' 9-6- 9f, NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. UP OR DOWN. 2" KNOCKOUT HOLES TURNED WITHER 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger SIMPSC w/ (22) - NAILS 1 5/81 THRU BOLT SIMPSC w/ (22) - NAILS 1 RTRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION 'AIN. EMBEDMENT SCHEDULE FOR :_ AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 1 Od nails. nstall tight to top flange. SLEEVE THRU STEM SEE PLAN FOR---' 0 FOUNDATION INFO STEM FOUNDATION Filler block. Nail with 10-10dnails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap !i Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 'a dc /h rL requirements -0 6 X Joist de'pth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META1 2 META1 2 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF 1�5 SECOND H10A 0 1 0 0 (WHEN SIMPSON H10A 0 REQUIRED) w/ (18) 1 Od x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION 10A x 1 1/2' 01 TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION� 12" BELOW GRADE 4 PLUMBING LINE PVC OR SCH40 SLEEVE 4 11 OT SIZE & REINF. SEE FND. PLN. PIPE VERTICAL THRU FND. -0" TOP (2) #5's x 4' CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE L 1 A A 4 A 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 FF 4 4 4 A 4 A SEEFND PLN. SIZE & REINF. en 116n C= t LA_ = 2 110y LU LU F L ....... 4t, 11 S S I oil 10\0 To te best of ItIe Engi neer'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 00 - C� 6 S 0 0 0 Lo4 10 CN 0; - .4 t _, 4 It U_ 0 -6;; IW, (I M C 13 i Hm4z f 9 8 f,- W C*, F, LL 1 z LL a d< 0 z I W 00 4-J U 0 LU JAM 0 Ul ro 01- 2 -9 _d 0! Cn __J E W. im 8 (6 CL �r. a M z E m=w 0., z z z 3: 0 zz 0.0 LU z mi 1 A >1 - I LO LO M L0 LO 0 L0 _J Cr4- ID co 1. Cn U') 0 *6 M 64 CD C) 0) 64 ce) LO CV) 6 E ce) r- L0 . . 0 z :2 =1 5 S E E CL 0 0 '0 M _J < JOB NO 23-00525 SCALE AS NOTED SHEET NO. SN 1 L0 L0 2 L0 LO V4 LO 5r =0 LID X I E V E 0 LZ CS CL U 0 U 2i L S 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 7' @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U. N.O.) (OR %j'GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl 6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12) 10d NAILS 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. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. @16" 0. C. W/ (2) 10'-0" (R302.1 1) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"*x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0- (R302,1 1) REQUIREMENTS SEE R905.1.1 112" GYP. WB (MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN HD @ 24" APPLICABLE. SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" 0 C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) PRE ENGINEERED WOOD RTAR BETWEEN EDG'ES, AND @ 12" O.C. @ FIELD TRUSS @ 24" O.C. U.N.O. 1/4" DIA, X 3 1/4" TAPCONS @ 24" O/C & SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE SIMPSON SP1 w/ (10) 1 Od NAILS HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" x W1.4 2-4/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND COMPONENTS TO BE IN ACCORDANCE 6 x 6 WIA ELEV. 0'-0" 2x P. REINFORCEMENT AND WILL NOT METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH (ALT: 1/2"x`12" TITEN HD @ 24" T. BOTTOM PLATE 2x P.T. BOTTOM PLATE w/ R903.2, FLORIDA BUILDING CODE v OL O.C. OR 518"x10'WEDGE ANCHOR INCLUDE THE WALL 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F.'�F A x 6 W1.4 x W1.4 / 6 x 6 W1.4 x W1.4 SHINGLE ROOF, SHINGLES TO as A t . I @ 24" O.C.) 2" WWF OR FIBERMESH ATTACHMENTS 21 WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM 9 z 3 1/2" M IN. 3 1/2" M IN. D7158-CLASS G or H, or ASTM -AIr I ELEV. 4-3 1/2" V - : D3161-CLASS F, IN 2x4 CONT7—// A.F.F. t> 1� I . 4" 12 ACCORDANCE w/ TABLE tv C:p 1/2"(min.)- 411 1/2"(min.) C14 2 TYP V R905.2.6.1, FLORIDA BUILDING 17 1 1 ;0 1 ;0 !7P.) ARIES CODE 7TH EDITION (2020) GARAGE DEPTH VARIES 3 1/2"(min.). - 4:'..= 3 1 "(rnin-), 7 4' ROOF SHEATHING - SEE T� RESIDENTIAL L (2) #5 CON�� (2) #5 CONT. 8-1 LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING 1 4" U.N.O. MIN. SHEATHING AND FASTENERS U.N.O. MIN. TYPICAL BEARING WALL @ STEP FRAMING SHEET FOR WALL w/ OUT UPLIFT rG G GARAGE SLAB AT STEP rB TYPICAL BEARING WALL 0 STEP 0 SHEARWALL rc ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � �3 SCALE: 3/4"=1'-0" �3 "SHEAR WALL" SCALE: 3/4"=V-0" �3 SCALE: 3/4"=1 -01' 5/8" OR 1/2" HIGH I ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" LUMINUM FASCIA GYP. TYPE "X" @ GARAGE 1/2" OR 7/16"OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL EESTRUCTURAL 2x S.P.F. STUDS 1 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ 7 O.C. SOFFIT SHEET SS A - CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOADBEARINGOR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ INSULATION PER 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING BLOCK W/ 1#5 CONT. 2x BLOCKING HORIZONTALLY@ APPLICATION 10-4' (R302.1 1) CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD SEE SECTION C/S3 FOR PLAN INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL 8" C.M.U. TYPICAL SEE CC/S3 OR #5 VERT. IN FILLED CELL 10-4- (R302.1 1) LAYERS W/ TOTAL THICKNESS 7/8" OVER CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) /--1/2" GYP. WB (MIN.) @ GARAGE NAILER G/S3 FOR ANCHOR 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"X 3/16" METAL LATH. FIRST 2 LAYERS 318"THICK EACH. 10d NAILS SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) BOLTINFO. 5/8"411 "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 5/1"DIA, EXPANSION BOLT @24 TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) 5/8"x6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 20" MIN. LAP [24- MIN. LAP] x SPACEANCHOR 3500#, MIN. TENSION 2600#) ARCHITECTURAL (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE #5 REINFORCING 1< _j x — FINISH *SIMPSON SP1 SPACED EVENLY FIBERMESH 1A BAR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 Q r-: C"! W w/ (10) 1 Od NAILS 11 ----2x P.T. PLATE WEEP SCREED INSTALLED X END OF 2" x PLATE WWF OR FIBERMESH TYP. PER MFR INSTRUCTIONS W "�"—#3 OR #4 REINFORCING BAR 1x2 PTWD FURRING@ 24" O.C.—/ 7 �ASSUMED FINISHED R A .. .. N j I-0, �1 I , I)— Ii ; GRADE . . .. 0. 2� #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi 0- 1/2" GYPSUM WALLBOARD---' FINISH GRADE 60 2 [GRADE 60 MIN. Fy-- 60ksi] /< co o- (1) #5 VERT. IN FILL MONO OR STEMWj.__ Cn j 25- MIN. LAP [30" MIN. LAP] �/ 5 U.N.O. 11 W CELLS(SEE FOOTING MONO SHOWN ;1QQc; LU FOUNDATION PLAN ;0 6 MIL VAPOR BARRIER t> —N, g1l AIA R 17/8" Cn FOR CLARITY #5 REINFORCING BAR FOR LOCATIONS) 1x4 P.T. BASE NAILER #5 LAP SPLICE (2) #5 CONT 4"x4" INSPECTION NOTE: 36- MIN. LAP [36- MIN. LAP] ON 3" CHAIR 3 1/4" BASEBOARD PORT AT EACH *FOR BEARING WALL COMP. SOIL. (COMPACTED TO 10" (TYP.) 8" 95% MODIFIED PROCTOR ASTM FILLED CELL TYPICAL W/ UPLIFT ONLY T1,11 MIN. 2500 PSI CONC. SLAB cn AT GARAGE CONTRACTOR D1557) IMEMP ---#6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR 4t' 11-41f MUNICIPALITY. CURB DUE TO SLOPE #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ 6X NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD�� TYPICAL EXTERIOR FRAME WALL FOOTING REBAR DETAILS rF WALL w/ UPLIFT W1.4XW1.4 WWF OR DECO FINISH 4" to 6" SCALE: 3/4"=V-0" SCALE: N.T.S. "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE 1,_., �3 �3 SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 b 6 x 6 W1.4 x W1.4 EE PLAN x W1.4 3 1/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR--' .2� min.) 4"--\ 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER 2 AT 24" O.C. MAX. CONNECTION INFO A 4 o A. A GRADE SEE PLAN FOR cly .rwr C I 91E. �� . —T_ T__- I - COMP. SOIL. 00 TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN q A (COMPACTED TO 5% (1) #5 REBAR w/ OPT. Cn MODIFIED PROCT �R��NCLOSURE (2) HTS20 FOR STRUCTURAL ASTM D1 557) BEAM SIZE & T' MIN. CLR. CONNECTION INFO (2) #5 REBAR CONT.--/ 1'-4" (1 STORY) STD. 90 NOOK (SEE ON 3" CHAIRS TYP. MIN. Lt —L. -8" (2 STORY) /_,2x4 TPET. 2x4 #2 SYP P.T. FRAMING w/ 4" 1' DETAIL) LA U.N.O. lo 1111,6 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 WTI E8" a B z ATTACHED PER NAILING FOR REINF. INFO. F --I TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL Cn 0 SCHEDULE OPTION #1 LU SCALE: 3/4 < SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4" V-0" ',,. �3 COLUMN LOCATION SEE PLAN FOR STRUCTURAL SLAB INFORMATION. �. �3 P.T. 2x 1/2H GYP. BD. I ::i LU COLUMN SIZE AND BASE HOLD GYP. BD. W 1/2" FROM SLAB III CONNECTION INFO. SLAB STEP & RECESS (cb S.G.D. rM 0 CONT. BEAD SEALANT SCALE: 3/4"=V-011 OPT: DEPRESS SLAB 5 Y2" �m DEEP AND 6" BEYOND - —2XS TUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE DOOR TO RECEIVE BLOCK WALL BEYOND EXPANSION JOINT BLOCK WALL BEYOND INTERIOR SEE DETAIL 16/D1 FOR w/ 1/4"x3"TAPCONS MASONRY WALL AND -3 1/2" AT 8" O.C. PAVERS / DRIVEWAY 4'. COLUMN TO PORCH SILL PAD FOOTING CONCRETE SLAB 1411 O.H.D. RECESS 13" GARAGE ATTACHMENTS & 18/D1 O.H.D. RECHS FOR COLUMN TO BEAM —TRIM PER PLAN 8"MASONRY AVERS CONCRETE NAILS W 11/2 1/2" GYPSUM WALLBOARD U.N.O. ATTACHMENTS EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. WALL EMBEDMENT @ 12" O.C. TO FOUNDATION PAD -E!6 z MAT REINFORCING. A STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL 0 SIZE VARIES PER PLAN PLATE TO CONCRETE Cl) ON FLOOR PLAN lot (MIN. SHEAR 180# MIN. CONT. BEAD SEA 00 FILL 4" TENSION 120#) CONCRET LAB-,,., 0? 4 0? — LU _4" t - 0, - P %AM A 1.4 SIZE AND REINFORCEMENT) XZ Fn LU z WWF OR FIBERMESH 1.1.1 0 LU Lu z LL, E- 8 fq Ks-� BRICK PAVERS or SLAB PER Cn 6 MIL VAPOR 0'-0" FIN. FLR.A MMUNITY SPECS "--FOOTING BARRIER BEYOND FOR REINF. INFO. —.3" MIN, CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE PAD REINFORCEMEN N.CLEARANCE SEE AIS3 OR J/S6 SEE A/S3 OR J/S6 _:�4 1-r-r-1 r1r /=C'O 1'4" (1 STOR") V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STC RY) INFO. (SEE SCHEDULE) FOUNDATION FOOTING WIDTH 11 8- (2 STOR RY) 411 411 C. PAD Z 1j, N A15t ( I 1=A11 (31/ (min.) 4"..- 04- 00 'OR DN FR " OM T E 7AR R I IR TED To SEE SCHEDULE NON-BRG. CD1 I L rN GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP K"K ____DCOLUMNFRA INGr PATIO COLUMN FTG. DETA SEE TYP. WALL SECTION FOR SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. �, �3 SCALE: 3/4"=V-0" SCALE: 314- I'V SCALE: N.T.S. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 1\-E� C%j D C= C= 5 CC C= M cc z, -v Owl -0. Cz on, C 4— P. .......... To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings oDmply with the 2020 Florida Building Code - Residential 7th EdItion. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, W W 00 W R Ch 5? Lo 0 C? 0 C�13 r-- I­ uj LL LL CL Ulu 13 0 = -g ;; a. 52 3 2 0 a S R WW C� Z C'i 2 < 00 z W 0 0 7Z E3 CD Q) 4_j — ru �2 C) U — 0 L.0 U'll V) ro U ad= Will c) C=> E E 0 '0 C, 8 E CAD t 0 �0 C/> 3: M 0 zi 0 .2 1211 L0 LO co LO 0 LO W 0 N ca 14) LO < C/) 0 (n M M co .0 FL 0 04 C14 V) 0 z E LD 5 M a. 0 a _j d) _j JOB NO: 23-00525 SCALE : AS NOTED SHEET NO. S3 (MONO) Ni t2 ts LO a C CL E E -10 CA (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH /—TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 3/4" FURRING STRIPS 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 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 POINTw/(3)12d DRYWALL NAILS MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 11/2" MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARIE5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. �4 12 SEE TYPICAL WALL SECTION �.__PRE-ENGINEERED TYP) SEE ELEV. 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) 1 Od (3) 1 Od TOENAILS T&B I NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID + POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 1 Od NAILS AT EACH STUD 2x P.T. PLATE ,010 A 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/ 90A STD. 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.) '--AOOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN -0 '__ EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. 1STCOURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW t1" �B MASONRYLAYOUT �,S4 SCALE: N.T.S. � �4 7 5/8" 8" 7 5/8" 8" 7 5/8,, 8" KNOCK-OUT),,5\ BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT C, 10 11 as 1 0 0 0 I ", a ?11 IN! :__ III 1111 -11111" r NOTES: (DFILL 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. 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 OPEN ING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL--\ LU > 0 41 M CREATES CONCRETE RECESS TO FOR 0 2x4 (N M. RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE 8x8x16 C.M.U. GARAGE DOOR---, GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED GARAGE FLOOR. SHED FORWARD THIS DRAWING. FOR GARAGE DOOR AND WATER PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS@ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --CL 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 TRANqFFR I OAn. 2 x 6 P. J-BOLT TRACK BRACKET rop iARAGE iOOR 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. 1\ �4 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 11 - 4' (1) (1) (2) (1) LSTA30 4'_ 91 (2) (2) (2) (1)LSTA30 91-161 (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 -ROWS 12d NAILS STAGGERED 3 @ 12- O/C FOR 2"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN a INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER a EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS a OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE N�--2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION A/VS1 AND BB/Sl FOR ADDITIONAL DETAILS 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 BARRIEZ� SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 rBLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET a EACH END C FASTENED TO TRUSSES WITH 8d REQUIRED D:AS::�� COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING W O/C FIELD CL 2x TOP PLATE-// M in 2X4 PT STUDS @ 16" O.C. 2-16d 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) 1 0dx1 1/2" IL B NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 2 4" ENT (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD I SPAN 2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. IT 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- H I W1 STD. 900 HOOK IN K.O. BLOCK --MTB— V_ ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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 1 Od @ 3' O.C. (14 SPLICE-7 /11� NAILS TOTAL) EA. SIDE OF 4e,, SPLICE STAGGERED "z S� 1 Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4116d TOENAILS TO YOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M� SCALE: N.T.S. F= 2240 LBS SIMPSON SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP2 P.: NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON Spi SIMPSON RECESS SIMP SP4 SON LINTEL SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON spi SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL/"�j SIMPSON SP4 2X TOP PLATE OVERLAPPING 1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) ; (4565# SPF) (5645# SPF) ,(6970# SPF) G (9335# SPF) N. 8" DOXIED A.T.R. I & NUT OXIED A.T.R. I & NUT DXIED A.T.R. t & NUT 2X8 P.T. BOTTOM PrTE I 5/8"x10""J" BOLT @ 24" O.C. MAX. (:�) C SIMPSON (MIN. (2) PER BOTTOM PLATE) C SP4 . . . . . . - ROOF TRUSS ABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X 10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS@ 4 A 10d NAILS @ 6" O.C. STAGGERED FAI = I H'i, � 0 11,11 -PLYWOOD FASTENED TO TRUSS WITH 8d COMMON WIRE NAILS @ 4' PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 SHEATHING & 8"O/C FIELD 0 I I (D a SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE —PLYWOOD SP8 FOR 2x8 WALL) 0 SHEATHING I a SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- :_ 5/8'X10" J-BOLTS @ 24" O.C. a SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0- MAX. (MIN. (2) PER BOTTOM 2XI P.T. BOTTOM PLATE I I 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: _j 5/8"DIA.ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. CD -0 2. C= ME 2 cct 1-1 �z 7 .!2 W 01- -15 ;z . j cc go W 0 5 E Cc C) ....... 7 e 5' C;t' F L 0 0"'Esslol' To the best of the Engineers knowledge, information and belief, the structural plans and specAcations contained within these drawings comply with the 2020 Florida Building Code - Residenti I 7th Edition. Engineers signature and seal is only for the structu.11 engineering portions of the drawing pages bearing Engineers signature and seal, W a -. 6.- to 0 t-G� 9 r- J2 6 C' .1 07 r_ LL _j LI: W -9 L� — u, Z co 0- 04 0 W T co �; Z L 04 _j < z W E, ID ;;—�' N M < q_ ;:7 U1 z C1 4­1 u- It 1 - Fj :a 10 0 LU AM Ln U LU < d W z E a 0 q 8 I— M C1 z -0 0 0 H zE CO M 0 g It CO M 0 x C vC: 0) H '0 z _j j� �0 WC/5 9 Z 3� Z; Cl> C .0 -r- 0 LO LO M 0 CL 1-- U') co :3 Lf) C) LO Cr T_ 4- U) t L0 < 0 0) 0 Cq (7) LO M CY) 00 < E CV) r_ Lf) 6 z M z 0 0 E CD C A a. E 0 "a M t 0 _j < 0 C a) JOB NO: 23-00525 SCALE AS NOTED SHEET NO. S4 zZ ro 29 co 8 �2 53 C14 zz co 01 LO LO 112- 0 C" C14 S. E 1,21 E EZ 2 .51 A* CL Cq i*=_ 79 A SIMPSON HGAM11 W/ (4) 1/4"X1 1/2" SDS SCREWS TO BLOCKING & (I 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ 6d NAILS SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS---\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - IRSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 UNSUPPORTED, 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 - [RSHI - 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 BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND 11-11PATWINZ NAILIN(-- 1 45*± 45' i SEE STRUCTURAL I NOTES AND NAILING 2x4 CROI'11 BRACE SCHEDULEFOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 1" BRACE TO APPROX. 8" FROM RIDGE FASTENED AT @ 8'-0" O/C.. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d "L" BRACE TO EXTEND 2x4CROSSBRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48' O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7116" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED I 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS wl 10d NAILS @ 6" O.C. L 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 zz DOUBLE TOP PLATE EACH JOINT wl (3) 1 Od 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'-l" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING ,,-1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED _X (2) 16d NAILS W/ (2) 16d TOENAILS INTO 2 x6 P.T. PLA E 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING721, 2"x6" P.T. SILL NOTCH 1" BRACE HERE 48" O.C. FOR 2x BLOCKING WEEPSCREED THE FIRST (4) ROWS OF TRUSSES FASTENWITH 10dx3" @4"O/C SPACED 2x4 "T" ON TOP OF PANEL ' " " " " \ \\ INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. -WEEP SCREED FROM EA. END TYP. TOP & BOTTOM A- SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO @ 48' O.C. BLOCKING, FASTEN WITH SIMPSON META12w/(7)10dxl 1/2" NAILS AT6'-O" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. )C MOISTURE BARRIER 1 Odx3" @ 4" O/C 7 1/2"x 8" 'J' BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED -SIMPSON 1 0dx1 1/2" NAILS AT EA, & (4) 1/4"x2 1/4' TITEN @ 4!-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) wl MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4' SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. 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 X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING ;0 go NOTES AND NAILING INFORMATION SCHEDULEFOR SHEATHING DETAIL BACKNAIL w/—/ (2) 16d NAILS -WOOD TRUSSES ;0 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0,148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED 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 I ' ' 1 I VI DQ MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2X4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2x4 BLOCKING--,,, --2x4 "T"BLOCKING @ 48" O.C. 16d NAIL "L" BRACE W' ATTACHED W/ 10d NAILS @ 4�" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL s5 SCALE: N.T.S. 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. --16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAILr6 \, S5 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od (2) 2"x8" "L" BRACE -2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD 1 FASTENED WITH (3 SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDE SECTION 3� SECTION SCISSOR GABLE "T" BRACE r7 SCALE: N.T.S. SCALE: N.T.S. �5 AS PER HIB 91 SCALE: N.T.S. �, �5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLETRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. _I SAND 12" O.C. FIELD ---JACK TRUSS SEE PLAN FOR i . . - , 2X4 "T" ON TOP OF PANi:L--j L 11 EXT. WALL CONN. 0 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2x4 BLOCKING W/ (2)12dTOENAILS N�� NON - LOAD BEARING- LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION r9 SEE TYP. WALL SECTION FOR SCALE: 3/4" 1 -0 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (0'8� ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. IINIMUM 2x �ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2) 16d NA (2) 16d PER JOINT 2"y4" MIN M/R5 CROSS BRACING DETAIL SCALE: N.T.S. S5 12 6.9 MAX., S5 S5 GABLE TRUSS 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2X4 #2 SYP W/ 1 Od XO. 131 @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S. -"L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WI - N D SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING W/(3) 10dx3" T 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.' 5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 2411 01011- 31-011 T-101" - 61-01' 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" 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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS (4) 1/4'x3' SIDS SCREWS TO PLATES (TYP.) _UUN 1. btAKINU GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. LU CORNERJACK UJI z HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. NOTE: /-TOP CHORD 2X4 #2 SYP BRACING @ 16" O.C. MAX. FOR FIRST (4) 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) 7' 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 L AS PER BCSI SCALE: N.T.S. SCISSOR TRUSS SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C= -W = P. LU cl- C,00 —" �;: -% CC C'4 E '0 U V1 1; A4�b OP ' SSI, t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages beading Engineet's signature and seal. 0* W 11- E 3 Lo4 0 ;t� C"o d) Co 0 C-i .. Lu U. M u- 0 9 0 W 3 Z . — 0 U.) 04 Z IL W - r C14 < z W U U Co go :�' I C:c C, V) -0 C) R U 0 LU V) Ln =3 rz Ljj Rig C-7) cl� W __j LL_ 2L E EF 8 Cc C1 CC) E 'I 0' K " 0, z 4, '0 . t �R W2 Cn ru C: n"o 0� z Us .8 �zz z �0 W C§ 8- 2. W -, . 2 �0 �u Z W� M 0% LO LO 0 L_ LO co LO 0 LO U) M LO -"-# 4-d 0 C-) 0) N .0 0 U_ C) CV) .0 It 00 E C0 C LO z M z 0 E C) C a. E JOB NO: 23-00525 SCALE : AS NOTED SHEET NO. S5 C14 R .8 :Q LO C", LO 8 I fl) C14 LO IN <.i ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE wl R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATIO14— BAFFLE INSULATION PIER - CHART ON FLOOR PLAN 5/8"OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2X S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P,F. STUDS 2X BOT. PLATE W/ (2) 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 OSIB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA S 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAF7STOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU;107 AREAS. FLOOR SYSTEM// \PER PLAN 1/2" HIGH STRENGTH OR 5/8' GYP WEI (OR 5/8" GYP. TYPE X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2" GYP WIB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: r, oll 0 1-2 xf�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 wl TABLE R905.2.6. 1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHj - 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 U) FOR MORE INFO U'j 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. 3RID LAYER 1/8" THICK. LU LU vj INSULATION PER CHART ON FLOOR PLAN ( B �R S6 S6 ETAL SEAT R F OR FELT PAPER FOR MOIS MOISTURE (BARRIER STD. 90 HOOK (SEE DETAIL) 8"X8"X16" CONIC. KNOCKOUT BILK. W/11#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 1LU 4"X4" INSPECTION PORT AT Ix a. EACH FILL CELL TYPICAL LU CD a. _j AT GARAGE CONTRACTOR U-) TO CUT BLOCK OR POUR C'4 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE GRADE "--STD. 90'H OOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION rj REV. 03.16.21 SCALE: 3/4"'0" S6 SIMPSON LSTA24 STRAP wt (8) 10d x 11/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 11/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ BAND JOIST *SIMPSON LTP4 w/ 0 2) 8d x1 1/2" NAILS @ 24" O.C. 1 St FLOOR WALL 11 SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2 NAILS TO STUD & (8) 10d x 11/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S SCALE: N.T.S. SPACER BLOCKS "END SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. )OR TRUSS/JOIST zx b I Uub q I 2"x BOT. PLATE (2) 10d @ 6" OX PRE-ENGINEE FLOOR TRUSIc FLOOR CONNECTION A S6S @ MASONRY 1ST FLR. SEE J/S6 6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2) 10d @ 6' O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. _j "T" CORNER TYPICAL 'IT" AND CORNER DETAILS rN SCALE: N.T.S. I,., �6 E S6 2ND FLOOR FRAMING - SEE SECTION JIS6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W1 8d 251-. 4" O/C, 2 ROWS STAGGERED FLOOR T LISS 00 R FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING ---WEEP SCREED . 9 PLAN .. '11t ;2� INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" \\-SIMPSON HETA20 W/ (8) 1 Odxl 1/2" O/C FOR THE 1 ST 7-101" OF NAILS @ 24" O.C. INTO TRUSS 1.1 - .. i.. BLOCKING& MIN. 4"EMBEDMENT END WALL W/ (2)1 Odx3" @ EA. IN KO BLOCK END INTO 2"x4" BLOCKING 11 SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION j/_ �R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 114" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KID BLOCK SCALE: 3/4..=J.-O., S6 — B.U.C. (8) 10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) O� SCALE: 1 1/2"=l'-O" �6 NOTE: SEE TYPICAL WALL I � ADDITIONAL INFORMATION SECTION C/S3 FOR 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) SIMPSON SP1 W/ (110) 10d NAILS AT EA, STUD 2X P.T. PLATE 2 x STUDS @ 16" O.C. A A 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. 6 x 6 W1 .4 x W1.4 WWF OR FIBERMESH TYPICAL TENSION 2600#.) _71— 7 A 4,. (3) #5 CONT. ON 3" --- -- CHAIR W/ 3" MIN. 8" 1 V-811 1 8" CLEARANCE INTERIOR 2-STORY FRAME SECTION r'S SEE TYP. 2-STIORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. Cf 15/32" OSB _Ix EXPOSURE I F SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET- C z qSYST FLOOR M (2)- 2x TOP PLATE BEYOND I 15/32"OSB EXPOSURE1 SHEATHING Lu w X SOLID 2x U) 0 BLOCKING (M ALL :0 SHEATHING 6 EDGES (SEE OPENING SECTION X-X) --A Lu C.) _x m Y4 _x ir-77— u, _2xSTUDS W BEYOND. SEE PLAN 0 11L d 71 0 (n '-2x4 P,T. BASE Y \_�HORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" S.. NAIL 3/8" SPACING 1/2" 3/4 112" S S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) Sd NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 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 0 W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y8". cn (Z) NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL @ NAIL OPENING PERIMETER W/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL In Uj W U_ 0 k% CF PLYWOOD SPLICES IT HEADER - NAIL SHEATHING TO HEADER 0 i5� wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 0 (n 0 (n a) -j Z) (n LL W @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR VERTICAL !3 0 LL tz (4 W 0 MEMBER IF GABLE END U. X �cn NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8", WALL SHEATHING INSTALL. 1\ �6 &NAILING SCHED. REVISION 12-7-2020 4 '9 0 "Oln/ 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 IR, SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN (2) 2x �NS4\-- - INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 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 11/2" EACH SIDE SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEAR I NG/EXTER IOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS J3EAM 2x BLOCKING HORIZONTALL-Y @ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 5/8"DIA. x 10" "J" BOLT W/ 8*' EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500N. MIN. TYPICAL TENSION 260G#.) SLAB W/ 6x6 W1.4xW1.4 WWIF OR FIBERMESH 2500 PSI CONCRETE MIN. 4 A A z -4 1 1 4 ..A - 1 A M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4' (1) (2) (1) (2) (1)LSTA30 4-4 (2) (3) (2) (2) (1) LSTA30 9716' r (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/ (110) 1 Od NAILS AT EA, STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 0? 1= — (3) # 5 REBAR ON 3" CHAIR 4" 11-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6, C= C%j C"*4 LAJ CL. c= C-ly Cc C'4 LA_ VL m f co U W = = a F ..Cl> e 10 <�j L 0�t P!i S S I To the best of the Engineer's knowledge, Information and bel of, the structural plans and specifications contained within these drawings romplywith 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 11- V E 8 C4 . 6 2 0 coo a R 0 :W � CO = U" 0 co !R 0 4 4 0 z CIL .1E 9 0 0 c) OR W U5 op . m z -tn i� zo --e m IL a 04 < z 60 g W (D co a T(D C11 0 4--J 0 Ln E 0 L 0 0! g 0 z __j E E Co . �z - E zo 0, Om z t z 'Z z om �0 'U W 3: z m v Cn W. .0 LO LO T LO LO j C) LO Cr U) m LO < U) 0 m 0) C'4 LL C) 00 Ul) < E CV) Ul) 0 z m z 0 E C) �5 E ;..; 0 0 'a m < 0 C 0) JOB NO 23-00525 SCALE AS NOTED SHEET NO. S6 (MONO) Z' Q LO Zi U_j LZ !2 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). 13/4 x 11 JVL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D I 2X4 PT NOTCH—, H 1 1 _17 I INTO STRINGER I L_ D - ---9x8 BLOCKING FOR STRAP L--lx4 blocking SIMPSON MSTA21 W/ (16) 1 Od NAILS Y ^E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE7T To;, NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR NTH GLUE — AT STRINGER CONTACT POINTS 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON I �t2x8 SYP DRYWALL STOP MUST LNOT TOUCH STRINGERS /2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 4x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW SCALE: 1'-0" SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE F CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F Ae�� SE STRINGER MUST MAKE FULL CONTACT WITH LANDING Z/ SIMPSON A35 ORA LSC EACH X STRINGER 2x4 CUT ON BEVEL< DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING WIWI 2x SYP CUT TO FIT BEARS IN WALL ------ 2x12 SYP BEARS IN WALL —2x6 SYP ALIGN THIS STUD NTH 2x4 PT NOTCHED INTO STRINGER\-:�� FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) CTION VIEW "All SECTION VIEW "B"­ SCALE: 1 V-10" SCALE: 1 V-10" LIGN THIS STUD NTH FACE OF 2nd RISER 61+ —3/4" RISER CUT TO FIT MAINTAIN BETWEEN AND 4" 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 BLOCKING FOR 2x12 PT UNDER 2x12 -ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ T'X 2 TAPCONS @ MAX. 32" O.C. G-1 TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUSTNOTTOUCH 2x SYP CUT TO FIT STRINGERS G BEARS IN WALL 2X1 2 SYP BE AR' IN WALL E v 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 SIMPSON AL35 OR LSC EACH STRINGER- 2X6 SYP 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS P BLOCKING FOR STRAP (SIMPSON MTS12 W/ (14) 10d x 1 1r2" NAILS) OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 CTION VIEW "D" BULLNOS SCALE: 1 V-0" PLYWOOD 4 --2x SYP CUT TO FIT BEARS IN WALL _-------2xl2 SYP BEARS IN WALL E DETAIL SCALE: 1 V-0" NGER FA 3LUED NAILED SECTION D-D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2xl 2 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE ­ AT STRINGER CONTACT POINTS SCALE: 1 11 V-01. H 2X4 SYP BLOCKING FOR STRAP '�m(SIMPSON MTS12 w/ �� I 1 (14) 1 Od x 1 1/2" NAILS) H L't2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS IX4'GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW "Ell SCALE: 1 V-0" y^E SECTION VIEW SCALE: 1'-0' -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( Rx4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 DRYWALL STOP NOTSHOWN 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 STRINGER cr� ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W1 J" X 2 J" TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER OVIDE MOIS/TURE PROTECTION \LA A HA OMPONEN S _r r CONC W1 i' X @ MAX - 32.0. C. C LL C 0 STAIR To TAPCONS 1 X4 GLUED AND NAILED To STRI GER 11CIll SECTION VIEW F SCALE: 1 V-011 FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR --7/ 1 PROVIDE SOLID BLOCKING - (2) LAYER t'EDGE GOLD OSB OR PLYWOOD BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE OR 1 j"X16" LVL 2 X 12 BLOCKS, GLUED AND ATTACHED W/ 12d NAILS NAILED TO JOIST. @ 6" O.C. TOP, BOTTOM AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1 T-10" F%SECTION VIEW 41, = V-01; SCALE: BLOCKING STAIR CONSTRUCTION DETAILS (IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED SCALE: 1 V-0" (WALL JOINT YWALL TO IER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO 0NG WALL BELOW (WALL JOINT YWALL TO iER JOISTS) NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES 2X STRING�R 2X B CKING 0 i W/ SIMPSON MTS 2 w/ ?0 (14) 1 Od x 1 1/2" NAILS AILS DOR D ORJ� 3 y c1l, 2X BLOC NG RIS IS VARIES SECTION VIEW 111-111 SCALE: V'= V-0' C= 151 C%j Uj cc CL. c: _r r 12 C'+ /'0' 1 0� 0, ""Illif III 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. a W LQ 0 C $ a 0 4 32 s C-4 C� 9 _C] _. U. 0 z 3 u_ CL :g C' F M W 4 - �; 0 M N I-F, ox t z &L . m 0 .4 ' - '< 3 C4 z il— < tA Z Co 0 LU Ln Ln M 8 J-_ .*. < Id _j U" - E �j �0 Z z Em .; t �z W z C5 tv z 13 'Z W 3: C11> ..r t .2 LA LO LO 6 0) T CL L_ LO L0 C) LO Cr U) m ca LO 4-d 4-0 0 U) 42 C-) cr) to 12 N LL 0 (=) CY) CN Q 00 CN LO E L0 CY) 0 m z E C) C EL E 0 16 JOB NO 23-00525 SCALE AS NOTED SHEE7 NO. ST C14 :51, L0 cio L0 L0 In 2 0 0 E A 51- -9 -9 Lz 1/2" DRYWALL DOOR JAMB (REFER 1x4 /2" DRYWALL DOOR JAMB (REFER F1x4 F 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOORJAMB (REFER-\ F1x4 TO PRODUCT P.T. F TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX. 8" PROPER INSTALLATION DO NOT DO THIS 0100 11111h* 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. APPROVAL FOR CONN. x4 X 4 APPROVAL FOR CONN 1x4 P.T. E E *%* #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"0 FURRING (2) ROWS 3/16" x 3-1/2" #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCONS T TAPCON @ 16- O.C. & 4' 2X8 APCON. INTO 16" Ll STAGGERED @ (TYP) Im Iva x8 P.T. FROM EACH END w/ MIN.. 1X8 BLOCK@ SPACING O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE V DETAIL 4 1 90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d MASONRYTHROUGH 1-1/21' DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1 STD. 90A 4% @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. — STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) %, t t I FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" 1 x4 P.T. DOOR JAMB (REFER TO PRODUCT / v J 0/ L L -71 -METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL 112" DI NOTE: APPROVAL FOR CONN. F- 1X4 N. 1x4 EACH END W1 MIN. TO PRODUCT - LAP SHEATHING TO DOOR JAMB (REFER �j 6" TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM OF BAND JOIST TYPICAL x 3-1/2" TAPCON @ 16 APPROVAL FOR CONN. i" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH i) FURRIN TAPCON @ 16" O.0 & END w/ MIN. 2" EDGE DIST. IST. t NO FIRST COURSE TCIN j \-SIMPSON HGAM10KTA@ 12"O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ±2'1 w/ (4) 1/411/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 A%* INTO BAND JOIST & (4) 1/4'x2 3/4" TITEN INTO K.O. BLOCK STAGGERED @ 12" 2x DETAIL 2 1/4" DETAIL O.c. 3-1/4-1 DETAIL NOTCH WEB AT THE ±5" FIRST 2 COURSES \_ BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc—,"'� FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION ( �H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. ' SEE TYP. 2-STORY WALL SECTION FOR ADDL, INFO SCALE: N.T.S7 SCALE: N.T.S. IN, �s 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON ( 11/4" M IN. A -A = 1610 # FOR 2 STRAPS FILL 1 st 4 COURSES EMBEDMENT INTO BILK.) 1/4" MAX SOLID W/GROUT Ir 2'-0- 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4"TAPCONS PRE-ENG TRUSS DESIGN 7 BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT wl (4) 1/4"xl 1/2"SDS X. SEE NOTE 1 BELOW 1/2" DRYWALL SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 W/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) 3' 2x SUB FASCIA 2 x 8 45 A DIAGONAL (4) 10d NAILS INTO —LEAVE A CUT OUT IN O.S.B. ON THE INTO ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7BLKG 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BIRG WALL TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY CELL IN THIS AREA 2 x 8 45 DrAGONAL BRACE AT EA. i S AREA PER PLAN 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH 1 Od NA NTO 2 X8 FACE OF ARCH W/ (3) 1 Od NAILS ILS I (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL F CHANNEL, SS NAIL W/ 5/16" HEAD DIA. @ 24" O.C. OVERHANG-L A L! CONNECT W1 8d NAILS BRACE/ BLKG. C FASTENED PER \_2 N.T.S. _j K NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT J x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN.�OSB L) �W� INSTALL WDW. SCREW ANCHOR­� PROVIDE TAPCON WITHIN ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 CONT 2X4 NAILED TO 9x RI OCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NITS) INTO ARCH BLKG. PER 4" MIN. OF BRACE BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH W/ 3-12d NAILS, TYP. FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD 1 . G.Cd BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 314' - NO REPAIR REQ'D. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4'MAX. RAD, ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ LISTED IN THE DESIGN CRITERIA ON SHEET SN. @ MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FIL 11-011 51-011 SCALE: N.T.S. Ss 12 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: L TRUSS COMPANY OR - CMU W/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24"O.C. - WOOD W/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 3 1/4" TAPCON (11/4" MIN. ROOF SHEATHING ATTACHED PATTERN - SUB FASCIA W/ 16 GA. 3/4"xi/4" CROWN STAPLE @ EACH GROOVE EMBEDMENT INT;;I�. B-B /4" MAX PER NAILING SCHEDULE LL j% #5 BAR T-101" 8" SIMPSON STRU CTURAL SOFFIT V L 1�0"_,%. L CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS 1 SF01 , ow IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 HZ5A W/ (10) SCALE:3/4" = V-0" FOR ALUMINUM SOFFITS WITH SPANS --------- KNOCKOUT/ EN 8d NAILS REV. 09.23.2021 > 1'4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FIL PA INSTALLATION CRITERIA 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3 SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. O�� TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T .S B ON T MIN. OF START OF TRUSS COMPANY OR 2X4 CLEAN FILL 2x8VERT.BRACE(S) INSIDE TO ALLOW FOR INSULATION ��ULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT zi TO BE INSTALLED 41-0" MAX SEE PLAN .2)(0 TRUSS AS SHOWN FOR O.H. UP TO Z-16" BUILT UP PLWD. BUCK - DOUBLE 2X4 SCAB FOR Z-16" TO 4'-0" O.H. ffTANDARD gor HOOK SCRIBE (NOTCH) BACKSIDE 7/16" OSI3 ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH _j + 4 + + ?1H (2) 1 Od NAILS @ 8" O.C. #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y," WOOD + TO TRUSS TOP CHORD FILLED CEL k. L 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4'MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + + INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" t + PLYWOOD SHEATHING L PSI, 11,0; Pkve 0 THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + �k ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL rK DESIGNED ONLY FOR THE SECTION @ ENTRY BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. 1\ INSTALLATION OF SHINGLE SCALE: 3/4" V-101" + TRUSS + REQUIRED TO + MONO TO STEMWALL FOOTING SECTION DETAILS �s AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP SCALE: 3/4" = V-0" EACH TRUSS 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. 7:! 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 EENTER SOftIT DRILL 3/4"ff' 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 'IN". 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 E 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 i W ' M ' AT PERIMETER 1/4-1 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/411 EXPANSION BOLT (2 WHERE THIS CONDITION ff � (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 EXTENSI ON rM cr_ z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER I -Off SCALE: 3/4" = V-0" 0 (EVERY OTHER �s FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 2 rA SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL PI`7 SIMPSON HTT4 W/ (18) 10d x 1 FLOOR PLAN FOR LU _j CL REINFORCING AS FOLLOWS: SEALANT 1/2" NAILS TO STUDS & (1) - A MORE INFO PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. 5/8" DIA. ALL THREAD ROD #5x6'EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ EPDXIEDW/ SIMPSON "SET EXISTING FOOTING (2) #5x6'IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6" EMBEDMENT & FILLED CELL � .... 1. :;,.. - SMOOTH. DO NO FURROW. . ......... 3" MIN. EDGE DISTANCE 04 DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE T SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. IAP 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: N CY) REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. < 04 H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS L4- TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT 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) SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 4 EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 100 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. SECTION AT DEEP MONO FOUNDATION 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" = V-0" RETROFIT FOR MISSING FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONSFOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4"= V-0" CV2 C%j C= c� C2 J= � C� CIS IL--1 C-4 5. F cc E F CDs Ir-P —.Tq 01� FL To the best of the Engineers knowledge, information and belief, the structural plans and specifications oontained 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. W (D 04 0 oo 1,0 u` v C'j 0 Cq U. u-CL uj Z z M Ve 2 0 0 AMT W 1; 0 , z r L z 2 M C11 < 0 3 0 z 0) 00 0 < U) LU 0 LU (JI ::D S V) cof 610 1— LU A < z z U_ E 0 E 08 cc '0 so CL E R. 0!1 . , O� < z z 0 Z z 0-. 20 0 �z z r .0 D .0 LID LO a) F- LZ co U) 0 LO Q U) LD L0 CD 0 U) c) 61 CV) Lo CV) E LO 0 z M z E P r_ M E 0 M JOB NO: 23-00525 SCALE : AS NOTED SHEET NO. SS Ul) E�j ra cc LO LO C'4 I �4 6 41 R C14 E �2_ 0 ET_ CS 5�1 6� 9 '9 q �45 ROOF SEE SHEATHING PLAN 4 2X4 BLOCKING BETWEEN TRUSSES SECT, A- ,E N PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS 3;;'A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING ACK IL MAX 24" SPAN (EITHER US USSES HIP 01 C SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX (2) 2x8 #2 SYP w) O.S.B. FLITCH P1 TOP @TRUSSB U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1 Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM VVI I vu "��l I I I A� v V"� BEAM RAISED ENTRY CROSS BRACING DETAIL (TYP.)K" HIP/RIDGE BLOCKING DETAIL MASONRY WALL KNEEWALL @ ENTRY FRONT WALL(�6 SCALE: NTS SCALE:NTS SCALE: NTS SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE w/ MIN. (4) 12d WHEN INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDS NEXT TO COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 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 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 17 ITI 14 . . PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. CONT. ROOF SHEATHING AT TRUSS TOP BETWEEN EA. TRUSS MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -----/--WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL AT 8-41 MAX WOOD TRUSS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 1 Od NAILS iSEE PLAN I, SIMPSON HUC410 w/ (14) 1 FOR CANT.T #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) — 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 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 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT--/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES IT 2X4 #2 SPF BRACIN( 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d ENE NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION t A MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW _WA L _L TOP OF III -'--MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ T FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY r8N� SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE FLOOR PLAN FOR COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR 0 Rj REQ'D ONLY WHEN COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO 1171"r 1 n K I f-% OPTION A SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS1 8 W/ (14) 1 Od NAILS TYP. U.N. 0. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A F SEE PLAN FOR SCALE: 3/4"=1'-0" BM' SPLICE OVER CENTER OF POST - $t�f SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS W/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 1 Od 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:NTS SEE VS5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. 0 \_* MASONRY WALL BELOW: SIMPSON HETA16w/(9) 10dx 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 w/ OR BEAM '44 * SEE TRUSS PLAN (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C. A TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS W/ (3) 16d AT ROOF AND EXTERIOR EACH STUD - TOENAIL SHEATHING ATTACHED EACH TRUSS TO NA LE PER NAILING SCHEDULE W/ (3) 1 Od SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 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. SIMPSON LUS26 W/ (8) 10d NAILS ZSEE OR IF 2 PLY TRUSS SIMPSON LUS26-2 W/ (8) 16d NAILS TO LEDGER FLOOR FRAMING PLAN AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER W/ (3) 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLEL SEE 2/D2 FOR BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG SCREWS EACH SIDE) MASONRY WALL 9YPICAL) SECTION AT LOW ROOF SCALE:NTS LOW ROOF/WALL�� SHEATHING ATTA HEDN PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 W1 (10) 1 Old NAILS AT BASE & SIMPSON SP2 W/ (12) 1 Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END (BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS 12 W/ (14) 1 Od x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. -------- 7 PLYWOOD FLOORING Z(2) 2x6 BLOCKING UNDER FLOOR G.T. LOW ROOF TRUSS W/--// RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. @ BUMP OUT( 39 SECTION- 0 SCALE: NTS DETAILS & SECTIONS Ln 9= W :X. 6AJ 0 =' =' I% C4 2 0- � 5 -:5 04 e 3; s 's C= rz 4:' r')IMAIA. I\N­ )C) SE F L 0 Ovk 111 ol'W To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, W S E 8 R 6 C14 C> LL r_ 7� u, _-, M u. u- 0. I S2 z 2.4 i P t 1, 0 W 0. W z co C'4 z LO Cl) C14 < z W Do 91 Z .2 4—J u- U 0 LU V) LU E ME: C14 C-1. .:j ,I IV z E zn .6 g �9 Z < 0 L? �0 CL 8 E Cc) 05 z .5 t M0 x 2, z z 8 W A �� Z3 �w M. '0 LO LO Fa < a- a) L_ LO co =3 L0 0 LO U) ca L0 v 0 '6 0) e'0 64 .0 c) C) 0) CN .0 00 < E -91 CV) r_ L0 0 z z W E 4=1I (0) 2 M C IM FL E t 'a -0 0 'a Ira 0 _j < JOB NO: 23 -00525 SCALE: AS NOTED SHEE7 NO. D1 Cn to Lin Ln C14 CD ;Z� r4l t2 ID LO CD L0 Jr 2 at C E e- Cl- Ez h�._ A U (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 TO CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STLIDS @ 24" O.C. NJ EXT ' SHEATHING MASONRY WALL BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO SEE PLAN F R CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN —SEEFOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE BLOCKING 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER rSEEFOR DETAILS DETAILS LO 't + STUDS w/ 1 Od @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2xSTUDS @ 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. IYI 1-;ilt-t—FLOOR A x THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x M SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE 4 AT48"O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 1 Od 1 CLIP IS TO SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1/2" BE EA. END MIN (3) 2x #2 SPF STUDS @ END OF CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT 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) 1 Od 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 BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 1 Od j 8d NAILS @ 3" O.C. WALL SHEATHING JOIST SEE PLAN (2) 12d TOE NAILS TOP (2) SIMPSON MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"x2 I -JOIST SEE PLAN TIE BEAM PACK w/1 Od NAILS @ 8"o.c. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS 0 SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH PROVIDE BLOCKING WINDOW JAMB TO 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 �j BLOCKING DETAIL GIRDER/COL. CONN. (cD 2nd FLOOR � �3 HEADER CONN. @ 2nd FLOORr4 SCALE: N.T.S. N.T.S. SCAIP N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 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 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION (2) (2) REQ'D TYP-7 2X6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" 2 - 2 x4 SPF T-Y P. k SIMPSON CS16 w/ MIN. 12" END I x 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. 2x6 WAI SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO 0 (2) 2x HEADER TO SIT TOP PLATES LENGTH ON STUDS W/ (11) 10d 0 (1) SIMPSON LSTA30 w/ (22) 10 NAILS TO STUDS ABOVE & (11) 1 Od NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE 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 I 2x6 / 2x8 WALL BEYOND SEE AT 16" O.C. U.N.O. SIMPSON SP1 w/ (10) 1 Od NAILS INTERIOR HEADER —NAILING AREA (TYP.) IDE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER JE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7 XSP F EMBEDMENT PAST STEP. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) -------------------- PLATE SEE PLAN 12d NAILS AT 6" x" MORE INFORMATION FLOOR SYSTEM OR BLASE PLATE 2x CRIPPLES @ 16" O.C. 1 Od x 1 1/2" EACH SIDE 2 -STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B W/ (2) 12d TOENAILS T/B 1 1/2" (USE SP8 FOR 2x8 FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPEqING WIDTH 4 FEET). OR LVL GIRDER SYP U.N.O. WALL) @ 24" O.C. -JKN&EWALL OR BEAM WALL) AT EACH STUD AT HEADER IF OPENING IS GREATER THAN 4, �1 U JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO t TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN F R 2 x CONT. T AND MULTIPLE STUD PACKS PACK W/ 1 Od NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE INTERIOR HEADER M 2 x 4 SPF STUDS TYPICAL BLOCK WALL-------, DI YWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN TYP F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7)— 1 Od NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) S I M PSO N LSTJ2 w/ (10) 1 Od NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ BASE PLATE W/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS c? TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B OUNDATION PLAN -PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK SITUATION. CONNECT G.T. TO STUDS wl (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. 2nd FLOOR K__6� STUDS BELOW (24) 1 Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 2 STORY COL. @ GIRDER (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. '--ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS 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 NAJL�� (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 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 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SIMPSON LS30 w/ (6) 1 Od x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STLIDS DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 1 Od SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B ------- THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2)2xSILLPLATE HEADER/STUDS (2) 2X SPF TOP PLATE 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x S I LL P LATE W/ (2) 12dTOE NAI LS. EXTERIOR HEADERS 3" 0/ 2x CRIPPLES @ 16" O.C. (2) @END OF HEADER. SEE 12d TOENAILS. STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER F Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) OPENING LARGER THAN 4 ft (2) 2x Al TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 wl (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 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD r8 IS GREATER THAN 4 FEET LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE PACK W/ 1 Od 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) 1 Od x 1 A 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) 1 Od NAILS SIMPSON (2) MSTAM36 w/( 1 Od NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS 1-11 PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN 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 Wit HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL SCALE: N.T.S. '\'� SYSTEM 42 SCALE N.T.S. SCALE: N.T.S. Cn In cm CU Dil LU CS C.) C14 CL� M cc cm CD 31; to cc CL, 'j -02 = CM E C' < F L Q, To the best of the Engines a knowledge, Informal on an 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) W 4) co 0 N 0 _j u. C'4 W 09 '� 01. 1 1 LLIN r�- a'N 0 z 0 W W 00 CD ;z C" Cz 4-J 0 LLJ V) U E 8 < -0 z "WZ6 Lj_ E 0 E '0 z0 E < 0 0 80 'Z 0 z g 0 .0 0) LO L0 ca 0 co j L0 C) LO M L0 C') CN CF) 04 LL C:) 04 4) E CY) 'E LO 0 z z M W E C> U) I M _j JOB NO: 23-00525 SCALE : AS NOTED SHEET NO. D2 2x4 STUDS SPT22 @ B) J/S6 FOR M INFO. 16" FLOOR SYSI SEE PLAN FOR DIRECTION USP LSTA36 STRAPS — EXTERIOR SHEATHING ATTACHED TO FLOOR ATTACHED PER TRUSS /BLOCK OR NAILING SCHEDULE RIBBONS 2ND FLOOR STUDS SEE 5/D2 2X BASE PLATE CANTILEVERED FLOOR TRUSS MAX. 8" CANTILEVER 2x CONT. RIBBONS W/ (4) 16d 2x4 BASE PLATE W1 NAILS OR 2x4 CONT. BLOCKING USP LSTA30 OR W/ (2) 16d TOENAILS EACH SIDE IG MTW12 TO FLOOR EACH END TYP. TOP & BOTTOM GIRDER BELOW @ 16" PROVIDE SOLID BLOCKING O.C. BETWEEN TRUSSES UNDER WINDOW JAMB CONDITIONS USP MTW12 EACH FLOOR MIN. (2) 2x6 W/ USP JUS26-21F TRUSS TO 1 ST FLOOR WALL EACH END /�r BELOW 71 00P GIRDER SEE PLAN FOR CONNECTION SECTION @ FLOOR CONNECTION SCALE: 3/4" = 1'-0" r.n LO LC) 24-1 9 Cr L0 4= f,4 C4 r17 rn L0 L0 Ln 5_4 V) f_4 E 0 0 EE E CS EE r') C14 C:1 DOUBLE 2X TOP PLATE 1ST FLOOR STUDS SEE 5/D2 CANT. FLOOR TRUSS @ 2 STORY WALL r4j-'� SCALE: 3/4" = 1'-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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, 0) W 0 C-4 0) Sc o? ro- LL Lu z 0 0 CR LL. 3: - of Lu a. W C' I'- � 20 on z IL 0 Mz < d 3 � 0 � z W U) 0 0 !9 2! — cl- G f) V) 11) .0 (-D -8 4--J (0 U—�' , L.0 U 0 LLj V) ,aiiiiiiiiiiiiiiii U < z z Cn '0 zC 0 so W z M Mj 0j .2 Lo LO LO F— co LO 0 I— U) .2 CN M IT— LO < 0 co 04 C:) 04 CY) 00 i� LO 4i E LO cr) 0 z z C E TD M JOB NO: 23-00525 SCALE : AS NOTED SHEET NO. D3 cm LO I:> L2 U*) ��l C14 PI) VI) L0 L0 LO S ij LO C�j is 21 0 S C__1 E 1�2 13 E LZ t5 FOLD UP WEATHER ��N RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS W RESISITIVE TEMPORARILY SECURE BARRIER - DOOR ROUGH OPENING 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 EATHER SLOPE BARRIER WOOD FRAME CONSTR. TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-V BEAD OF CONSTR. (0. 6 cm : 30.5 cm) include flashing as described in Section R703.4. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING 3TANDUP THRESHOLD OF DOOR AND OVER RIM JON WALL BY 6 IN. 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 EXTERIOR (ASISEMBLE0 WNDOW) NAIL BRAND OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means CEMT. FIN. C PROOF CAULKING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING RESISITIVE BARRIER SEAL TOPS OF JOISTS V\A RE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or UNDER DECKING SUBFLOOR -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied other approved water (SEE DETAIL WP07) SELF -ADHERED FLASHING horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUXTIONS: -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1 . Cut, fold up & temporarily secure weather RIM JOIST No. 15 asphalt felt or other approved water <-A building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over AND WATERPROOFING METHODS TO weather resistive barrier wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade BE USED. 3. Fold weather resistive barrier back over head r D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing flashing and seal with tape (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A :-MT. FINISH SILL1 POTSHELF/ CHIMNEY SHOULDER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING 3/4"- 1 " BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be MN il M0 3/8" CEMENT THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied PLASTER UP JAMB 6". USE LIQUID NAIL BRAND FLANGED VANDOW 12 MIL DRYLOK CMU - MASONRY BLOCK OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) Co RN membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SE F_A ERS DHERED EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. LETTER ON CHEMICAL RELEASE PAPER WINDOW COMPATIBILITY Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT 1) SEALANT AT EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE OUTSIDE EDGE OF WINDOW BUCK TO VERTICALLY FROM ADHESIVE AS SHOWN) contraction, ASTMCII 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as MASONRY 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 RESHOLD 2) SEALANT JOINT shall be installed at the following locations: WINDOW BUCK------\ INSIDE EDGE OF T 5) SEALANT FROM WINDOW FRAME WINDOW BUCK SECTION -A (SEE DETAIL VVP02)--,,, ACROSS WINDOW BUCK 1. 1I.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall AND EXTEND TO -WINDOWFRAME MASONRY ATTACHED SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings PER CODE shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT REQUIREMENTS 2 BEAD BRIDGING following: C FRAME - - - - - - -- 3) SEALANT WINDOW FRAME T SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration LADDING AND WINDOW WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details AROUND, INCLUDING SILL. are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 SEAL TOPS OF JOISTS 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for DO NOT FLASH OVER UNDER DECKING subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. BOTTOM NAILING 8 (SEE DETAIL WP07) 2 7 FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.4 in accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. T 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP PATCH stucco STRUCTAILATH TWIN TRACK 2.5 FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME K APPROVED FLASHING TAPE DOUBLE 4 JOIST V'SEALANT SOCKET WITH . . . . . . 7/8" Cement Plaster SINGLE 7/8" Cement Plaster TOOLED APPROVED SEALANT WOOD BEAM in accordance with Foundation Wall JOIST FBELOW SELF -ADHERED FLASHING ASTMC926 in accordance with 4 ASTMC926 SELF -ADHERED FLASHING Felt backed metal 3" MIN 2 lathe in accordance Felt backed metal with ASTMC 1063 lathe in accordance SELF -ADHERED -ADHERED 4 with ASTMC 1063 FLASHING FLASHING 5 Building Paper Building Paper 7/16" O.S.B. sheathing 7/16" 0. S. B. SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER FOUNDATION WEEP SCREED Metal Flashing Weep Screed Installed As Per SELF -ADHERED FLASHING 2x FRAMEWALL Manufact. Specs. STRIP OF SAF LEGEND Maintain Stampede or similar PRODUCTS DETAILS TILE FINISH SELF ADHERED FLASHING (SAF) Bottom of cauk bottom DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only LLJ 13ARRIER (WRB) 1 1/2" to 2" U) > BOND BREAK WEATHER RESISTANT BARRIER Weep Screed WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK > BOND BREAK WRB SELF FURRING (SF) LATH Above Roof Installed As Per co PLASTER ACCESSORY Sheathing PER THE FBC RESIDENTIAL 7TH EDITION (2020) SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS Manufact. Specs. V-4" PER PLAN J# Detail Instructions WRAP DP WRB ONTO 1/2" Cementitious V-0" PER PLAN THE VERTICAL Refer to the number marked as # in each detail that corresponds to the SURFACE TO TOP OF Cement Plaster Decorative Finish in accordance numbered items in the list 3qiRstructions below: FLANGE AS AN AIR BARRIER with ASTMC926 All inside and SLOPE 3-1/2" INCH FLANGE over wood 2nd outside corner will 1 Install self -adhered flashing in order as shown by numbers U floor need to be miter 81, emu 2. Install flashing and weather resistive barrier to form water shedding 4" OR 8" emu 4 cut and caulked all laps (PER SEAT DEPTH) 4 butt ioints need to 3. Self -adhered flashing can be substituted for building paper Z Z ---STRUCTURAL FRAMING :� :5 <: becaulked using 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT CL -.--STRUCTURAL SHEATHING Stampede or sim. embedded in the adhesive layer) - for ease of installation and to IX THIS GAP IS A RESULT OF caulk for all 4 Lu PLASTER STOP NATURAL SHRINKAGE. ----STRIP OF SAF minimize scoring cuts CL CL 5. Remove all release paper per standard installation instructions and co I\,- DO NOT SEAL. :),-DRAINAGE PLANE WRB Cn CONTINUOUS BACKER LLJ ROD & SEALANT adhere to substrate using a square piece of flashing material (6" x 6" Lu L) DRIP SCREED PLASTIC -BOND BREAK WRB Lu ACCESSORY Minimum) SLOPED MUD BED 6. Fold as shown by arrows _-SF LATH Lu 7. Angle of corner may vary, adjust folding of the flashing accordingly to CIO 4 0 fit tight to corner VINYL SHOWER PAN Note: 8. Mechanically fasten as necessary F11 ------ The building paper and metal lath must be SLOPE Cement installed over the top of the weep screed. 4 LASTER STOP Plaster - -------- A ver block 1 V CONTINUOUS BACKER ROD 0 A & SEALANT OD 1 st floor < :I CEMENTITIOUS FINISH SHOWER SEAT SOFFIT/CANTI LEVER /0"\ WEEP SCREED DETAIL SCALE: NOT TO SCALE C%8 CU UJ C3 Cc "M >< M go V'-J 9* .M = cc CN W E E C C14 C14 C:p To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W c3 E 0 CM S CO 0 C14 C) , 7! 1 U�_ Lu M U_ LL Q_ _J Lu Z W 0 WO W Z LL Co co 0 0 Z a N < 0 Z W DO m In Z < V) 0 a) , 4-J cc 0 LU U U) Go 0. U_ E 0 U 19 0 E 00 Lzq C', C: 5! C 0.6' 0 'Q, - " Z .2 02 , Z <IV Z0 �z W cl� .2 T) LO LO en < Lo co U-) J 0 U-) T_ Cr M4- T­ < 0 C0 (1) 4- 04 LL CNI M 14* 00 LO CY) < E LO Cf) 0 Z E C) M a E 0 _J JOB NO: 23-00525 SCALE : AS NOTED SHEET NO. W P Mounting Brackeilts � 10 Gauge� +V2'x 4-1!2'x 2-1 Z* port W) See Attic 1� .hot Schedule / I Right Bracket (16GaUge) 1 Q` Dia. A32S fTY0 �1 .14 Self -Drilling screws AIC Unit WtDm Ed9t HurricAne Strap Washen (Typica 1: 3 in front) Front Cross Support Self -Locking Nuts (May be cut tow) Left Bracket (16 Gauge) #14 Self-Drillng StrevvsThru Brackets 9 BackCross Supportinto A/C Unit Bottom Side (Typicalt 3 each side for hurricane use) it"I."tion urati-tusIA - ps...jimd ­111 -1, Huiltsx�ft­kur atai Radead Stall � asou"Ir "on requilin few will 4=) Florida Departmi of Business & Professional Regulation Par 1 of Building Codes and Standards Product Approval Application Detail "at Inifty or Mi 2111111 Onsi piniffirat 11M Version Manufam-nor Conrad Validated By Validated submitted F&C Anoroyal Approved otwo Afilmodic, 2020 "art Vent products, 1. Michael Gni H.-.r Ntr.QPA Laos. Boi P1. i2`18t= 12110020 12/21Y2020 Appr-d (677)44"30 FE-737TO (334)300-1800 VAC&I"a - Products Introduced R..ft.1 infoo�mwntco. N- Tach.`may compilers. "I"hoit Evaiofion R pan torn . Flarlde Registered Attained v a W::. Florida FLOSS924UP,,&bb Oselml Assurance Pualked Devotional, AMOMIOrUS6 AOMOVId In HVHZ 2W99L= far Un IMDM is&tg" D"lan EMMILL 1 a:M!k1V'4MM1M10W44 01,1540-510 Du Funirtl F wd Verithation Vent 120231 Y_ Yee WA IOOAioo 2 S",tVd Mcrdm� 01540- a, I :,ndd �2,3 Du: Fund'. Zd Venfitetion Vent 2040= � yes Yea NAA -100/-100 3 SmarlVent Mods: 01540 520 hSulatod Rood Vent 12131 12123 Yes yes Nta :�ODI-100 3-tv..": Made 015404121 Insulated Flood Vent 1 213112= Yea Yes NIA 001-100 5 Smsm/ft M0019 #154 .324 16&cluat; Geroge Door Flood Vant 12M Yes Y. N/A MIA 6 SmiI Mods: VIS400-570 �213 Wood Well Insulated Flecal Vent 2r3iinam Yea Y" NA .10D)LID0 7 arnartVairit Model S1840-574 14.S&qud Gonso Door Flood Vent I 2J3142023 Yee Y. NJA WA Florida Department of Business Professional Regulation Few 1 111 Building Codes and Standards 1114021 Product Approval Application Detail 2M Ram or get RM kwi%v" 2a M122 XKNM Manufacturer Validated lk Vallduw Ziga= 195C AM� agamm gwn PsM.I. 2020 Drexel Metals. Inic. Jug" ahumato Zachary R Priest Looks BONO" P. E. as"1012020 08009(202D oeacl`2020 10VI3,2020 Awarn"d category: R00610 (502) 3-011 PE-r4021 (334) 3DO-1 800 � Metal Ro"Ing labee"O"i compliance 1110thol Elftatkrm ROOM 110m) a Florlds Registered Arghted Or . Lkillm sea sharp. professional Smarms, FLIMIM,98prbduam QuslltyAssurarx�a Awaited tor Use Approved for Use Nam cledon ft" Product towlatra In HVRZ out" mvm Resident Pressure I DMG 100NS� DMC ISOM, 0MC 175S, QMG 2008, 12131(2025 Y. No NIA to�lac DMG 5V Florida Department of Business & Prof"stional Regulation Bulldlng Codes and Standards Product Approval Application Detail loops 2 ol 4 filil" EnM at 20 2111a Data Pandims 20 Type yffmjw manufacturer Contact enaimmr A. Lican1w Validated Sy Validated Sylem tried FIC Approval Avoravex! status ReNrision 20M Thernse-Tru Corporation Ste" Jasparson Lyndon F. Sori P E Ryan J K E 00150021 1=112020 04122IM21 0510&2021 Apprarved Category: Exterior Dec. (8DO) 843-MO PE-43400 (81 $) 767W Subcatellorf, Syringing Exterior Door Assemblies Ojersperscrathorrnstru ce cam pilance Morthred: Evaltatitin Fbw,t*.m I Florida Registered Architect or a Licansed Florida M.!!�!iLllbar-Clssec QuallipliAssurancer AporoyAdlibrUtear Awroviedforl.166 in HVHZ 299WLk= HtL= [input C"fi ft E111111111111111 and Smooth . Star Nominal S&M,13 111,quotIrripactilquot Opaque 2131=22 NO yes Y" NIA Compost. Edli. Fiberglass Sishr Door (I "awrialoutsvisno: X conflourattlon) 2 b. Themnui-Trut Plber-Cl2saitc: and Stmoth-Stir Nominal B&Ma &4uoQm;,jct&quat Opaque 12r31/2022 No Yes Yoe WA Oamposite Edge Fiberglass Sintile Door with Sclelibits) Onowns/Outari0no; XO, OXar OXO config.reti.n.) 3 r Therma-Tru Filber-Classic and Smooth -Star No inal S&M.8 &quat 12411= =11ho., NO yes Yea NIA =posidba Edge Fibergl=l. VAIlloul Sidefitiss, (ImemnalOurtsenring: XX or OXXO configurations) 4 d. Tham�Tru Filb-Cle"o arid Snooth-Star Normnsl SV3a,0 iiquotlinpaptlIquat Opaque 12r3l= No y" Yea WA Composite Edge Fiberglass Single Door (Inswrigilouturnift X ccinifigurabom) 5 a. Thamni�Tmu FiberZ_MsWc and Smooth -Star Nominal 55039 n1dquot. Cpaqu. 121310022 No yes Yes WA composite Edge FlIbergliese Single Door with sclaildia(l) (In.W'%;OutW'AN: XO; Oxor OXO confligurolons) a t Ths,ma-Tr. Illow-OateMic and Sr-oth-Star Nominal M#39,.O isquotimpsat9quot Opaque 121311= NO Yee Yea NIA Composite Edge Fiberglass Double Door With or vAthout Sitallbas (Imammq/Oupswlng� XX a OXXO conligurallons.) 7 9. Thatirmi Fiber-Ciessic and Smooth-Ster Nontimal mjng,8 &tiuminpaclaquot Glazed 12131= No Yee Yers WA Composite Edge Fiberglass Single Door (Imemngfioubming: X -fititination) h ThamnoTru Fiber-Clasalc and Slivabi Nominal S&qW,8 116cluatimpactiliquO Glazed 11131rA22 NO Yea Yea WA Composite Ealas, F! bwoleas Single Door iinth Sidelial(s) onsyAno/Outsmring; XO, 0Xw OXO configurwhons) I, ThermaJou Fibor-Classi, ariel Smooi Nominal S&MS Isquotj mpactlilquicit, Glued 121311= NO Yee Yes NIA Composite Edge F=11.- Dot'., Door with ., vilmout sidelit" (I m I.- )O(or O)DIO configurations) 10 J. Therma.Tw Flbsr�CUSO-. and Smooth -Star Nominal 88039,0 &auctIrroactl6quart Glued 12t3It= No Y" Yes WA Composite Edge Fiberglass Single Door (I n6wrigiOutsvAla; X configuration) 11 x. Thofma.Tnu FIber-Cassic and Smooth -Star Nominal 8&039;0 &qu0tIftpa0t&qu0t Glazed 12131= No yet Yea WA Composite Edge Fiberglass Single Door vMh Scalke(s) 0 nwAng/Outonering; XO, OX q, OXO configurations) 12 1. Tharma-T. Filber-Classic and Smioatimi Nominal UMO &qUot�InVaet&qUot, Glififtill 12i'31r2022 NO Yea Yea NJA Composite Edge Filismiass Doulble Door Wth at viiithovt Sidallurs "nsurint;)Outsyring; )GI. a OXXO configurabons) 13 n Therma-Tru Ffiber�Olasslo " Smooth -Star Nominal SSAWB &quot;)rrV&ct&qui Glued Molded IV311= NO yes Yea N/A Open Composite Edge Fiberghwera, Single Door onsWngfounweig� Xcontfiguration) 14 n Thomna-Tnu FI1barC1a"c and Smoctim-Stair Nominal 69=W,8 &quot:lmpact&qLlot (glazed Molded 12ClaO22 No Yea yes WA Open Compoerthe Eqe I'llisiqlaters SVI'16 Door Wth Glazed Molded Open 61dailte(s) (in ngitcutwAng; X0, Ox or OX0 "fig-tion.) 15 o. Therma,­rw and SmocM.Star Nominal S&MIll Iiquot;Impactillquat; Glued Molded 11213irm NO Yea Yea, WA open Composite Edge Fiberglass Double Door fth a without Glazed Molded Open Sidelres (Inswris/Oulanningi xxci confrourations) is p. Thism­7� Flb-Classic and Nominal B&AM,8 kquotl moactili Opaque 12t3lr= No Yea Yea NIA Composite Edge Fiberglass Single Door \Mth Mbided Open Sidelibi 0 nawngtOutumAng, XO: OX or OXO configurations) 17 q. Therms-Tmu Fiber -Classic and Smooth -Star Nominal B&N*.8 &4uotimpactilqual; Opaque 12t3112= No yea yes N/A Composite Edge Fiberglass Double Door with at vAthout Glued Mokled Open Sidelitest (I risvAng4urtswing. XX Or OXXO conligurltiOne) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail palle I If 1 Iffl= ffilffilft? GM TIM versooll mmur&cmrw allbMikod Flic Atairrival Ationaved NAM Revision 2029 PCIT Industries J.s lit--ld Memi-Dd. EICCO - OCR lillarml-Dd. SCco - VAL 1111SM20 1 OQ=20 11124rA20 AW.*d C.hegory,. Exterior Doers ;941) 485-0100 (786) 3is-1590 8,11oCatupenn. Sliding Exterior Door Arniamini., J--kI@pgIhduWaac Compliams Method; Cartilosi Mari or Lisping LWMAURBNQ Quality Assurance Aneww" for use, AwrftW for Use jakisl D"jam Pr,dud 0-holum him HVHZ outside, HWHE Resistant Ban= Vinyl sidag IN.% Door 04114=21 Yee Yes Yee N/A August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Flodda Administrative Code 913-72, please provide the inibrmation and approval numbers on the building components listed below If they will be utilized on the construction project for which you are applying lbr a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expire Date 1. EXTERIOR DOORS IFiber-Classic A. SWINGING Therm altu and Smooth -Star (NON4MPACT) FL20461.1 +67.0/-67.0 psf 12131/2022 Therm altu Fiber -Classic and Sm ooth-Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and 53o-rs Series 420 F Ll 5332.1 - FL1 5332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Sedes 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Sedes 8000/8100/8200 #1123 (16X7) F L8248. 10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Sedes 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Cunies Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors F Ll 1537.1 N/A (see Inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Sedes 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Sedes 5500 FL239.2 N/A 7/3012025 Pella Corporation Sedes 10120 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/16t2O24 Pella Corporation Series 10120 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXED M I Windows and Doors Series 185 F Ll 5349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NtA 4/3012025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25t2031 D. MULLION MI Windows and Doors Sedes 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NtA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding F Ll 3192.1 - FL1 3192.2 NtA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Solt F Ll 5272.1 - FL1 5272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum SoMt 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 12/16/2022 B. UNDERLAYMENTS Tamko (Ibr Shingle Roo� 151b Felt Underlayment FL12328 NIA 6/29t2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023. C. ROOFING FASTENERS NOT USED D. ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N(A 919/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA4 Exahust Vent F Ll 7202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boml Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 15OSS, DMC 175S, DMC 200S, DMC 5V F Ll 7679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 -FLIS076.2 N/A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels F Ll 7869.1 N(A 12/31/2022 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 F Ll 999.1 - FL1 999.4 N(A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NtA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NtA 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 Initirmation must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE rloride Department of Business & Professional Regulation Page 1 cl 3 Building Codes and Standards 10022 Product Approval Appillication Detail ................. 9292 Entity u no 291 rude Pmdlna 20 Em version Mari ullictureir cal Validated By VAlidated submitted FBG Approval Aporoved AMA Plovialon 2020 Thormist-Tru Corporation Stwe Jaspentan Lyndon P. Schmidt, eE. Ryan J. King, P.E. =23i= 07M2= 0712W2020 10II31=0 Aporwed Categorr. Exterior Doors (80C) 843.7M PE-43409 (813) 767-65W Sub i Door Assemblies =1&1t= fil-Pelairmathel"Itinueo Wlrgd Report from a .7v m Florida Registered ArohW a a Licensed Florldo F1.111204101" prolsorsional Engimmer Pr6ducts, Sao is Prod uct Moft, Num bar or Nam* Product clarsonytim CWVSaE)Coklgtw 2UL&MMM2111 ARMALW.Jillt AnaraviedfitrUse In HVHZ Outside HIVHZ Impact Rosisearit 21= preasame I a, Therma-Tru Fiber-Clusic and Smooth -Star Nominal 6"W, 8 Isqui Impactl1quot Opaquar IV31=2 Yes yes Ya", WA Otimposite Edge Fiberglass Single Door (I '.Wng1OteWng; X config-t-) 2 b. Thermal-T. Fibeir-Clatsvic and Smadth-Star Nominal B&IN; 6 &quot; Impactiliquot, Opaque 12131 1= Yes Yes Yes NIA Composite fte Fiberglass Single Door Wth Sidelits(r) (InsyringtOut5i XO, OX or OX0 3 c. Thienral-Tru Fbhrr�Classlo and Smooth-Ster Ilatl.poMquot Opaque 12J31 r= yes Y" Y" NVA Composite Edge Fiberglass Dou ble Door vaith or Wthout S"fies (Inswrivoutewing; XX Of OXX0 carrIguraflont) 4 d Tharmil-Tru R bar -Classic and Smoorth-Stw Nominal 8"3Ro Ilquothr"Foctil6quat, Opaque 12/31/= Yes yes Yea N/A Composite Edge Fiberglass Silplir Door (InenvinitiOutswing; X ocrifigurarficin) 5 v. Themit-Tru Filb-CMes. and Smooth -Sher Nominal 8MIWO &quxAjmpat&quo1� Opaque 12J31 r2M Yee yes Yee N/A C�;=,6lE1go,F,benjI,- Single Door Wth . W. mg: XO, OX or OXO configurations) a f. Therms-Tru Fitbar-Claask and Smooth -Star Nominal 86#3aO illcluctImpactiliquat, Opaque 1 V31 Y yes Yee rWA 00m E inarvivoutiri XX at O)Q(0 wnfigonellom.� 7 g. Thermnra�Tmu Filber-Ciassic and Stmoretl Nominal 6&#SWa iliquoumpactl6quat Glazed 12131 t= yes Yee yes NtA Composite Edge Flaouglaas Single Door 11 ing: X configuration) 8 h The"Isit-Tru FibenClaussic and 6mouth-btar .1171, : 8 Iliquot Impactl4quat Glued 1213112022 Yes Yes Yee WA Composite Edge Fiberglass Single clear Willi Sideltell) (IrowngfOutrAng: AD. OX or OXO configurations) 9 i Theirms-Tru Filow-Clamo and Snmlh-ftr Nominal 641#391.5 UwatImpaotliquot. Glued 121311=2 Yes yea yes' NIA Composite Edge Fiberglass Double Door vM or imithout SkWhm (haminOiautowing: XX at OXXO configurations) 10 1 "rharinne-Tru Filaw-Classo and Smoolh-Stair Nominal 84039. 0 a4uoOmpactilLitua Glazed 12/311= Y" yes yes WA Composite Edge Fiberglass Single Door (I mawng/Outs"Ing; X carifiguni 11 H. Theirmai Fiber4lossic and Smacith.Star 8, Nominal 'm . 0 Glazed I 2J31/2022 y Yea Yea WA Composite Edge Fiberglass Single Door vAth Sdellta�s) (Inevh"gitoutwma, XO' OX Of OX0 configurationa) 12 1, Themme-Tru Filow-Clavac and Smianoth-au Nominal 8&#39.0 SquotimpactUmot Glued 12J3112= yea Yale Yea NIVA Cam t Edge Fiberglass Double Door With or *th rut MWItes QnswingiOuxamng; XX or =0 configurations) 13 m Therrina-Tru Flow-ClaresIc and Smactim-Stalt Nominal 61103RIS &quotimpact&quat; Opaque 12/3112022 Y" Y" Y" WA Composite Edge Fibeigl'sts Single Door With &quot,,Non-Inis)sct&quoI, Sidiellla(.) (In"IngfOurbeisir 14 n. Tharms.Tru Ribeir-Classin and Smooth -Star Nominal I Zt3I r2= Yes Yea, Yen NIA Composite Edge Fiberglass Double, Dow %ft &quoI;Nc*lmplsct&quot; Sidiefiries, (Insuvwo/Outswing: OXXO conflgonsi 15 o. Thorm&Jru Filber-Classic and Smooth -Stair Nominal U43st) &quotlmpact&quot Opaque 12131=22 Yes yes Yee WA Composite Edge r1b.'stase single Doorwill, luquot.Non-Impectilqual; $idellhal OnoWng/OutsimIng; XO, OX or CXO configurations) is p. Thernmi.Tru Flasur-Classic and Shroo"lar Nominal 9039r.0 &quot.Impact&quoI; Opaque I 2J31 r2O22 yes yes Yes NIA Composite Edge Fiberglass Double Door voth &quothlon-lisroaaMcluot; Sidalftes, (InawngtOurlai OXXO conf9wrodon) 17 q Inhorma-TruFiber-Clasaic and Srrooth-Stmr Nominal 6&039;6 &q..1%N-Impaidliquicit; Opaque 12,311=1 Yea yea No NfA Composite Edge Fiberglass Single Door (I newing/Outimming; X comfigur0on) 18 r Tliefm&�Tru Filow-Clairsic and Smooth -Star Nominal 86#39:6 ktuatNon-ImpeclAquok Opaque 121315M Y" Yes No WA Composite Edge Fiberglass Single Door voth SIdellu(s) (InsvAngmDulawrg� X0, OX or DXO confi 0 ur,*= 19 a Tirwhra-Tru Filw-Classic end Smooth-Ster Nomina 39;B&quot;Non.1mpsct&qui Opaque 1W11= yes Yea No WA Composite Edge Fiberglass Oft als, Door Wth or Wthout Skelifies (Inoming/ClutoWng; XX or OXXO conflouraflons) 20 1. Therma-Tru Fiber -Classic and Smaoth-Ster Nominal 811,11130.0 ilquatIlon-Impec4quot, Opaque 12*1 r2W Y" Yes No t4A Composite Edge Fiberptan Single Dow (InswrWOmitsw'g; X conNuration) 21 u Therma-Tru Fi bw.Cl&ssk and Srrccflh�Ster Nominal 8&#* 1 Squal4on-Impacaquot Opaque 12)31= Yea Yee No WA Composite Edge Fiberglass Singlo Door vAh Sdolito(s)(InsimingtOutsving;X0, Xor 0 22 v. Th.-Tru Fiber-Ossele and Smoorth-Star conflourations) Normito 8&AG0;Q&qu.I%N-Im"d&qut;Qpaq- 12611= Yes Yea No NfA Com = Edge FI tistripla" Double Door Wth at Without Sidelites (Intenring/Outemmg: XX or OMO configun6ons) 23 w Th..... Jw Filber,Csissic and Smooth -Star Nominal UNNA &quortNorlampactiliquot Glazed 121311= yars Yea No NIA Ca bwgiase Single Door ("I X cionfiguraton) 24 x. Themis-Tru Fiber-Clasaiii: and Smooth -Star Nominal allni Isquot.Nion, fimplect5quot Glued 1213112M yes Yes No NIA Composto Edge Fiberglass Sirigile Door with Sldeil*s) OnsWrigiciurnswing, XO, OXor OXO configuration.) 26 y. Therrine-Tru Fiamr-Classicond Smoalth-Stor Ndmlmgl 6&O39;8&qUot;Non-Impac1aquot-, Glazed 12wr= Yea Yes No N/A Composite Edge Rbaglasis Double Door Win or virthout Sld@IK" (Insiming/OubWrig; XX a OXXO configurations) 26 x. Ther-Tru Fiber-Cassic "d Smoolim-Star Nam mat S&#3Q;0 11tootmion-Invoctiliquot, GIU66 1281 QM Yea, Yea NO WA Cam= Edge Fbarglau Single Door (InswrScut1who, X configurabon) 27 zo Thermis Tru Film Cleasic and Smooth-Stmr Nomimal 8&039:0 &quot:Non- Insinsiouliquot Glued =1=22 Yft Yea NO NIA Composite Edge Fiberglass SOQI* Door �Mh Sidelts(s) (InoWng/OwriwAnti; XO, OX or OKO configurations) 28 zb. Thernma,Tru Fibsr�Olasisic and Smacith-Ster Nominal 8039;0 8quottNar-Impactilquot; Glued 12131=22 yea yies No NIA E Fiberglass Dou".Door Wth or t*: 0 (Inwrigichutswin. )O(or 0XXO I� configurstorts) Florida Department of Business & Professional Regulation Bulking Codes and Standards Product Approval Application Detail Pagel Of 2 ;QO1 Ernin, a Ra an Date lismid. ztu version Kjoilimigglag carded linal-L urams, Xledlil" Vallidned zmhmm ZALammxd aRmum Ram lab~ 2o2a MI WInclaims and Deals B"m al"mov Luis Roberto Lomas Sten M. Urch. PE IWIV2020 IOM&202G la,`1912112o '17115=20 Appr-d Categaty. Exterior Doors (ri?) 315,3304 PE-62514 (717) 31T-5454 "Onal.gorti: 3110mi Exterior Door Aneirt"s Compliance Memo& Evalustion Report lr*m a Florida RaelleeMdArChirtamet are Licensed Florida P,ciewwal Engine. lanber or Kam ftoduot OBSzkdo Ampromfort.196 In KVHZ oulsicit WM imma Reath" Dedw Prossury QMINUM SOD BERES 420 ALUMINUM SOD OXO IV31112024 No Yea No WA 146-3r"quoI;xW&qwot: NON -REINFORCED 2 SERIES 420ALUMINUM SW SERIES 420 ALUMINUM SOD OX XO. XX 12031=24 No Yea No WA NQN-ARINFORCIED 3 3ER:ES 42DALUM SGD REINFORCED SERIES 420 ALUMINUM 5GIo ReINFDRCED I>X0 lZr,31/2024 No Yes Ne NVA �NUM 145-SM,kquot;x06S;uot: 4 OER SS 420ALUM NUM SOD REINFORCED SERIES 420 ALUMINUM SOD RE�NFOROED OX 1ZI3112024 No Yes No N/A X0, XX 9ftquotx9S&qud: 5 SERIES 420ALUMINUM SM REINFORCED SERIES 420 ALUMINUM 800 RE NFORCED YM 121310024 No Yes No N/A 143&4uci;xIi6&QuoI. Florida Department of Business & Professional Regulation pwld2 Buildi rig Codes and Standards 102021 Product Approval Application Detail 00,10 MUM, W"." � V, Qft na Version Manufacitirar CO"he" Endrim A Uparn" Validated Ber Validated BMW PACA=Md Approved Revision 2020 Warm.D.R... 41,40on alOvetteod 0.1 lo-r. Kdenub John Is Scistea. Jeerer P Arm', 1, e iW212020 0114=20 10=020 1211612020 Appro*d c"Wert (330)703-8121 IIE-61137 (904) @21-5200 calatidev. Milan. dKornishowaynede"on.c lukCid.iiorr. Sartion.1 Iaxtaft Door A. -MI. an, ComwiliventaiNothod: Evaluation Repan from . Florio Roostemid Ardh_t or a Licamsed Flords Proleasimal Enonw fj1L%W lerod, It" mnbm-QLNM A-,,W Pro"t Description III for use houseet HvIlt OL"de Resistant Deadon lessening 3 flies SAAM. M.� .1d1th. 14030: Max height. Ghtfirt; 12131W23 No yes Yee 10 801)(1,04INIMM 01123 avallable, in too or intermediate $Idiom 1 110M. Max *Mh, 1411149. wax height. Glazing 12,31=3 No Yee Yea .30.00/43.50 available In too or intermediate section. I I 800M1 04200 01124 160409 Max �A*K 14WAS9. Max hoant, Glazing 12131/2023 No Yea y" -34.4008 30 avallsole in top or Intermediate section Florida Department of Business & Professional Regulation P"R 1 or 1 Building Codes and Standards IPN=21 Product Approval Application Detail 000 W'Pl; 6. '50110.0111101 �21111 20 20 outzm" 211101 Main Vrw- M�fmu- azua XNN" AN111112111101 figAgama 6211111111111111 ALM Rimelsion 2020 CurnmesDiftori Inc Term Ratt8y, UL LLO Troy, Swap, P.E' 1211 V2020 1200112020 120112020 APP-d Category: Exterior Doors 641� 494-2813 (95,I)S47-0880 "Cal"i EllerlorcloorOomporemu, Z. Mraynomobley.t. compliance Melba* Corliftintori Milk or Losing In Ousifty Assurance AnourvOillor Use Ancroxed far Use IM= Desion Product Dearness- in winm 2laidge.= RAL%M foluill 177791and ear Shale am Pass d Flush, Gli and Lounimired 3xialeand Pairs OF 12/3112025 Yes Yes Yes NIA DOM holds, hwal (loors. Florida Department of Business & Professional Regulation Pope 1 d2 Building Codes and Standards Product Approval Application Detail 0 99111 EWA 011t. D@N isandina Nip mm version, Xdd" 41&m1gl1l Ewaguixit A.PrIx"d ow Revislon 2D20 mi windorts and Deals Brat alliniter AmMinloan AlChltaCtUral Stew M. Utah; PE li/1712D20 11117J2020 1112712020 ApprQued Cam": Wndws t71 7) 385-3300 Wanuftnitur-Alsoclation 4717) 317-8454 Subcategory: Snos Hung Complems Mathes: Cortlicaboa Mark or Ushrig Queer A,� Approved flor Use A-mmand fie U, koka 21wm nu CW&Bd Ekdr9lon not In HVHZ Outside Hyriz Resistant PMIUEO 2 105 SH Szx?2 FIR)FIfflat Frame IGMG Shale HMO I DM/2023 No Yes No .001-00 L.minated Okla, -Cu > 2 2 a CIO -a CL 4­11 0 5 CD -0- CU Cn -cu 4-1 -0 2 0 0 C ca. 0 LL_ CU .w c 0 -0 = CU "__ 0 M > 2 .cn CU ff .421 w -, -, CU 6-0 0_ -0 . 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PA 1,0 Florida Department of Business & Professional Regulation P10.8.1is Floilds Departmerld of Business & Professionsl Regulation Pop I I Florida Department of Business & Professional Regulation pess I Uri Florkle Deps rtrnent of Business & Professional Regulation Page 1 0(2 CU (D L) > Building Codes and Standards 10120 22 Building Cod" and Standards 1&=l Building Codes and Standards Ill= Building Codes and Standards 2 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail = 0 I L I I I 11��n I I im I I 0 2MA gitafty or no Mk Dabrefidim 20 111���� cc I= venlion MMU(natuw Nominal A I-Icurnot Vallilaillsid 11, gifigand Idnial PBC Ansuroval Approved Sal gRik low or all ags net. p�,§- go Binary or 20 an D" pmd. mm Raulson 2020 TherviJiuCepem- in Steve jesperal Lymdcn F Schmil P E Ryon J. Kin P E 10,071:1021 00,18=1 1011311 12M81l Approved Miss version MMUfKtUfff PGTIndl Carl= Ondinm 41 Li� vammm lw Jan. no h4.n+Dd. WCO CER MlRn+0.d. SQC0 VAL Voildded SL]bmNted PBC ACOMM Approved am& R"SW 2020 NL%dmlwK he lifindows and OWS XddmlLk Brent Shireer American Arch tocluest Stelhin ht LAI PE Eddim lowso fAGAMMK 100813020 111101 ARmnm 10,19=20 itgn Approl RWAMW 2020 MI Viendowil Door al =%now AMaNNn ArtilltOdUrel Seven 6L Mich. Pit 11 frilm 1112=020 110=20 Appround C"orf. Exerser Dooria (800) S43-76n PF43400 (013) 76W AMMMIOn 21>20 C*qWr. W.dl .. - - (941)48MIOD (?05) 315-26H I i/05M20 110"20 111ilrA20 Approuod cmagory:101ndki (Ti?) 365-3300 Ma�u%M� Association (717) 3174M4 Comperin intendows (717)355 M—Asseural A�W� 1717)3174454 CU —cu SubC~rf. Shakearl Extaim Door Assombillso 9jesperwrothermal ill BL6c4tgarr. ovo Hung IroowsldQpOndww.wc asecritagol Horl"norl slow bloriganamend— "Cateell Fix#d COMPINN10 Method: Evaluation Report from 0 Florida Flognitived Architect lJoemod Florida Compliance Method: Console. hall or LhOng cwvft"" None* coomwon hatfir ff LWMQ Complin. k%MRk Carriffir0on t&,k w LW" or a Professional Ervineser c 2 0 EWWAaanoAm gwismaLeama PL&ISUSAIAPia0d, rLmmw4mtftdilcu AgatialaguiLltar A-r,,,df,U- Ateravallbil AmftMfc[UBB Mull RWM 0 5_ Ill 0 3:: 2UMLAIRMM Agammuff.111K dulawilffwas Lm= onion aw DMML&AHLM Friend lovehiclodan WaNg In HVKZ cusicbmwa Item" 2MM ft�m A" am Frobat SomonLasawAns" AWL 2UI99LUU Riga" emmum Product NOML Hunber Nam Proton OncrMan Corona liffilklaill Ddt In WM o�bi& "I &saw Pmmm 0 LL. Precinct Description Cantract Expiration Data In III Outside MVM ""Ilant Pressuris 2 QNMN (Urge lasses "llod) Vinyl 841. Hil ill 07/201 Yes vs. Yes NIA I HIS I U Fln and Fishes — 1 a he Tru Fiber-Clemic and Snoold -Star Nominal O&M.8 illiquilallon-fimpa"quot Opaque IWV2022 Fiberglass Single No Yes No N/A Cc) > Composite Edge Dow (IMPOIRIBIOUISMI X ODnfigumbon) C) 2 b, Therring-Tru Flb*�Claulo and Smooth -Star Nominal SSMI gquo�Non.lnmct&quot Opaque 1211 Composite Edge Fiberglass Door Will No Y*$ No NJA 2 SdslbI (InslvAngfOutkWn9?;`= I OXO confil ... ) 3 e. Therml Flosir-Claul and Shoodh4nur Nominal UA=:S Squathlon-Impectilqualt Opaque 1213112= No Yes No NIA CU 1602 Fiberglass Composite Edge Double Door vAM of vilthout Sideline (InewirigiOutigning.XXor C= Clin!'QU100130) 4 d ThormwTru Fitair-Classo and Smocith-Stur Nominal ?&I liqualt; Noh-I"PaMquat Opaque 12t311= No yes WA Co.poeU Edge Fiberglass single Door (ImminglOulanueng; X conffgUrOW) 6 a Thorm&Tfu FIbW.Clanlo And Snooth-Slikir Nominal 7&VJPO IliquotNon-Impecilliquot; Opaque 12131f2022 No Yale No NIA Composite Edge Fiberglass Single Dow with SidWW%) (insvAngtOtftWng; X0. OX or OXO a I Thermal Rber-Classo and Snrooth�Stsr Nominal 81101 &quotlinlor-Impesibliqui Opaque 1=112022 No Y" I NIA Florida Departmuent of Business & Professional Regulation Feel Florkle Departmitervit of Business Pmfenional ReguMon Fill Floilds Department of Business & Professional Rogull Composite Edge Fiboln$ Single Door Building Codes and Standards 15=1 Building Codes and Standards 151=1 Building Codes and Standards anw"ngtOVMwng, X configuration) g. Thormai Fibw-Closic and SmDoth-Slar Nominal UON;O &quot;No�impmtftucO, Opaque 124112= No yes No N/A Composite Ellas Fiberglass Single DoorWth Product Approval Application Deals Product Approval Application Detail Product Approval APPIICAUM Detail Sidelts(s) XO, OX or OX0 HaleadirgI I I I :111 1 configurations) 8 h Therno-Tru Fibm-Ctmsc and Smool Nominal UM�0&quatNon-impedgqUM Opaque 12t3irm No Y" No NIA 1 W. 5 Nam, 1 All !I AM M, swam$= III loam Composerst Edge Fib"om Doubts Dow vulth or C20 .9 finfity w am 291 RaLBU" am r" 902LOL 291 no Pnd, a" Ewa& all go Galion" gas vothout Sidelines phowinglounnivirl xx of OXXO version Quoted fidn— 9 tJ� Valldial W Alikodiall PAC Am,-W Agarovall I= VW- Allarruhict.— contact VI",d &,blftd PSCAm,,,W hiand Aga mm version gunufumm EnakwALoon" vaimmed 1v XJWW inkilginal PSC Aomd Approved Donflouroons) BA Iffigigiall aliand 0 L Thernyl ru Feer-Cleasso and threat 1 '69#30:8 &quotNo�jmp*d*ul Glazed 1211 No yes No N/A AftmMlon 2D20 I hidustrao J.. RQWWWd woncolds, OCCO - CPR mmt.D." acco - VAL I IM020 I liol 11A 112020 Awol R.-Atil 2020 MI Vilrdows.rd Door, Dram ariongar Us P terl Pr 61tovem kill. Later. PE 10008r= io/0042021) 10i 121150=20 Appromill Anervillon 2020 PGT Industrial J., shoso.01 VIVI&DOON OCCO Can hillim-A.D.dis SCCO - VAL 1110I 111101in2a 11,11r2oa) Approl Composite Edge Fiberaleass Sinale Door Cattilithein Windows (941)4V.0100 4706) 315-2590 Coastal Windows (717) 306-3300 PlI (717)317-8454 co"w. Windows (100),4611 (786) 315-2590 Prawing/Ounsuirng, X ConlQuirstion) outicallgarr. Rvail J=Mkl*Poncwwoolc Subliativill Mullms lesilhoiliamwel.com gLbcsmooly: valimi lroloweioapgtlr&wegc 10 J. Thermal Fiber-r,"We and Smwth-Rat Nominal USU:8 &IquotnIon4niplocitti Glued 1=112022 No Yes No NIA t6mislashis Method! CWNlftb" KUM N UNng ons Cwollw" Method lividial Repad tom a corrvurress, manod: cwmmbw Mark m Lkbno orn Composire, Edge Rbnlms Single Door Wth Flodull Registered Arthlbort ol, 4 Ucensi Florida sidishi (Irrawngloutseill X0, Ox a OX0 rimiAn Protestant Professional Ensin— PLAM-Rispro&ktt configurations) Answered for U, Anchored for U, 11 k Thermal Fbar-Clemic and Smooln-Ster Nornivid 6&M;S8quotNon-ImpvRzSl Glazed 12/31 r= No Yes No NIA gklML&gggWM hommad2LUS AGENAdiKan bud 2wim UNA goom Z Composite Edge Fiberglass Double Dow Win or v4DW Sidelines (Iresseng/Outial XX or OXXO ftfi ii PVil lh,p�) Product, 13—Hadon Vll Fbi Window (1411104025 In HVHZ ouledd, R" Roshad Y. Yes Y- p�, NIA hol&Mwkglk ARWXMLkLum knom momm I Product Media Number or invest kilullono lor 041 Doons *Ad intriguing koda Dimension Akiminum Mullons ftlel In HVI adsidt atom p�m Y03 Yes Yes NJA con"Quenstlorts) INA MAMDM PholgLALI&= &aoid2lmdom godEmazatlogLwk Is liver 2WdbJOK Alabdft P—, 12 L Therms-Tru Fibw-Oame and Smoci Nominal UM;04liquotinhill4milesectfiquot; Glazed 12/311= No Y" No N/A 2 vedwAl—inurn mull. lmt/2024 N. yee Yes WA Composite Edge Fiberglass Single Dow On�nWOubpNho; X confourattion) 13 m Th�.T.Fibr.Cl—..ndS,,Cdh4ft, Nominal 79*31);03cructNon-Impoctfiquot, Glateel 1211 No Yes No NA Compliever E490 Fiberglass Single Door Win Sidell Praniving/Outenhang. XD, OX a QXO configurations) 14 n. Thernal Fgw.C"sle and Srr4oth-Eftr Nornhel Stull &quothlorWaripedell Glued 12/3112= No Yale P40 NIA Z Composite Edge Fiberglass Single Door omwngk)uWAV: X ockinligundlon) 15 c, The"rol Fiber.CM"ic and Smooth -Shur Normal 88034:04liquothlor-Impectilliquok Glued 1211 No Yes No NIA Composite Edge Flbmvlsn Single Door with Sidalks(s) amening/Outriving; XO, OX a OXO configuestons) Florida Department of Business Professional Reguiston presiirl Flodde Departmord of Business & Professional Regulation Flal Florida Dapariment of Business & Professional Regulation PI I d2 Is p. The�Tm Flbw.CM"lc and Smooth-Stsir Nominal Utn;O&quc3tN�Impact&quot; Glazed 1=112= No Yes No NiA Building Codas and Standards IM=l Building Codes and Standards 100=1 Building Codes and Standards 1110=1 Composkin Edge Fiberglass Double Door Won of YAV%xd Sidelines orisnvirg/Oulisiving; )D(or DMO olinfiourvitioll ProductApproval Application Detail Product Approval Application Detail Product Approval Application Detail W 17 q. Thaffro-Tru Fiber-CWmc and Snood -OW Noml U#N:8 &4uotNor)4mpKt&gkoot Opaque 12131=2 No yes 11% NIA 1,11 1 11 PAR � Composite Edge FlbwVlm Single Door Wth Tr@n*om=r4nOLAvhmg; DIX oorifieuval nffl -0--_—.1. .0 ME is r Thetniii Fiber-C4mic and Smarth-Star Noml �8&quotNon-impootSquor. Opaque 1211 No Yes No Ni ln*r a m an D06pmdm Sm Eaft or DIM an olbpfndm no Goh alwAx am III I Is Door with Edm,&Lk�, xdggm awwwo LWLARROM MUM mgmm mmudia" fauA blgaKAAJQM immmoiLk mdwod buzod faLagund ARBMM am& Mull Wall sknufmmrw PMM Subm A Ulcerate VMIMM*d By ydumg Ammad NIC Anstraval Approval Still and Transom (IrshovinghOutohmi Ol O= & Cul configurations) R".I. 2020 Jun" I-Ardle Sulding Procki Inc. Chad Claralkis V. Andrew Tom John somard, P.E. 0101 12/140020 oiimozi %a III Apo, F.A� 2020 Alift Nick Thompson Lyndon F. "i P. E Ryan J Kil P E 02,15M21 021151 021 04AWN21 Approl Roulsol 2D20 GAP Michael soon Robert Marl Jdhn Vill. KnUrAl PE OVA12D20 0&2112020 i(vol 12MO12020 Approval 19 a Tharmus-Tru F ber-Classic and Shrooth-Star Nominal SUN;$ Aquv�Non-1 micaoilliquot, Opaque t2ii No Yes No KJA Coastal Panal Wails (1115434354 Pill (362) 367-2320 Cdeql Panel Waft (330) CM-238D P643409 k613) ?V4156 Calarkel Rel (600) 7OD-3411 PE-50164 (964) 7?2.8224 Cc pool Edge Fiberglass Single Door Vvb "Cmepty: all h.doeshichanhumithard subcdeavey; Soft nthompecingeled..com $LtQftiprr. Ani alung!" .51whow.0cm Sickilki Ol6,A.WOb,,A.Q: XO, OX a OXO Compliance klmhock Evaluation Repair tom a .00m complonsts, Method: Evaluation R.P." ft.. Compliance I$fAkCid: EvIlUdoll A.Mn from a Continuous Head and E411 corMgurabWa) Florida Registered Archiled We Licensed Florida Ithoddis Registered A,.hbd . is U—sad Fludd. Floods Registered Architect or a Licensed Fields 20 t nitimus-Tru Rber-Clessic and Smooth-iftr Nominal SAMO liqla2�11,10fl-Iff"018ull Opaque 1213112022 No Yes Nn NJA Professional Enersor preteselonal engineer Professional Engineer Composite Edge Fiberglass Single Doorweth Sidelke(s) ort*vAngCuWoWng; XO. OX ce OXO FLM31rt.ABAWud. iminawoksoAm Continuous Head and 991 oorificuratioro) denitry AMEMN Alkagialiforthur Agencies! far Use IMAM jbft Quality Asearnal Anginal Far use A--,d for U, biol 21im SWMLAUIMM Amrww for Ulm horroved fair URI a= Ragm 21 UL Thorme-Tru Fflow-Classic and Snvoth-Str Nominal 63031 luissitNoti-ImpeotIlicil Glued 1213112022 No Yes No NJA mku Product Media Number or Name pfodm omcfkaf, Contract ftehidw Dft In HVNJ[ out" HVKZ LWIIIrA Pressure IIILS Pro" Mochl Nwom or f6mas Pro" omdFAun in HVNI outgxb pod#Wt p� AMA Product Direction- it, HVW QLAddir HVHZ natall P—, Composite Edge Fiberglass Single Dow with SdolVA(s) (IntivollighOutsvill XO, OX a OXO I Camplark Lap Siding io�nenl I-P -king 12131=3 Yes yes NIA WA i a Aquot;2TWot $00 vent or Sold Vky; " 12/311=3 No Yes No NJA I File"i hainturceird 34ob, lornindd. 5-th.rd I ZMS=2 Ne, Yes N/A R/A Continuous HOW and Sit olonflourations) 2 Hd,Pknk Lap ski Ifirnoamill lap.dmg 12031120" Yes Yes NIA WA 2 c. IMIUsAlleal real 80M Vent ir ScIld V" Sets 12falaol No vs. No WA thilirdip asphalt 11flingles 22 v. Thermill Fim -Clal and Smarth-Sbar Nommal SLqM;O&qLMNan-lnn$gqyot Glued 12131/2022 No Yes No NIA c, &cluot:GrobmbftrMn" OsendeI Sofft Vent or Solid Vinyl SoM 12131=� No Yes NO WA Composite Edge Fiberglass Single Dow with 4 d Amaccrus"cl; awt Vent ir Son Vinyl We 1213102023 No Yes 14. N/A Sdalft(ii) VriaWingfOutsheing; XO, OX a OXO 6 al Lquct,'Chark. askill Sees Vart or� Sold Vhl Sort 12131r,023 N. vs. No NIA Continuous Hand and 311 configurations) a I. ticlud;Super S0u4,q,.t; SON Vent or Sdid Vinyl ScRit 12131,2W 14. vs. N. WA 23 w Thermal-Tru Ficsir-Clusle and Smooth -Star Nom not 661 &quMNon-InVadlquot Opaque Qt3i/= No Yes Np WA Corn=e Edge Fiberglass Door Panels vft Vented SidWWo) OrisninalOvithuns; XK )= or XXXK vernfiguralkins) 24 x Theml Flbw-Qas* and Snood -Star Nominal $Lq*,D liquilitNon-Imp"quat Opaque 12131IM22 No Y" No N/A Composite, Edge Fibagess Door Parok, vdth Vented -c:f' Sidell ortinuinglOvIenviV, Xy, )= *r)OO(X CL) -0 LLJ 25 y Thainns-Tru Flier-Claull Smocllh4AII, Nomlnof$&M;S&qL4c�Non.lnVaotaquatol=W 121311= No Yes NO N/A Composite Edge Fiberglass Door Parole Win Vented XXX )000( Florida Department Business & Protanional Regulation Florida Department Business It Professional Regulation CL- Sd*Mi linswrignChashentag; )01, or FloI Defstrintent of Business & Professional Regulation pagelerl of fto i of I of ilies I er I Building Codes and Standards 104=1 Building Codes and Standards lmmi Building Codes and Standards Isill cc C_1 C-4 213 z. Theirrill Fbw-Clamic and Srnooth-ftf Nominal S&M:Uquotinlon-InnoW9quat Glazed 1201/2022 No Yale No N/A Co Composite Edge Fiberglass Door Parvaltalth Vented La. SdolVA(s) QnsWnWOLft�WV. XX )MX or XXXX ProdUctApproVol Application Detail Product Approval Application Detail Product Approval Application Detail = 27 ze. Thermal Fiber -Classic and 3, 00 -Stal ocalliguralkill Nominal 011,111i &QuotN*n-lffVadgquot Glazed l2rI No yes No NIA CIA C= i, 1 11 il'kgdm oil i, I I Composite Edge Fiberglass Single Dochl 3U3aD I Sclelki orawlingkOutsharl XD. OX or OXO Binary or 2ILL 291 anto 1armdnc he am gnaw a mt ask tagar smoking a" lm afift or au 201 202m" go 3t 20 IS, Th6rn*.Tru Fiber�Classic arld Smooth -Star ocrerigurevorts) Notill r tMal &I Non-Impactilliquot Glued 12t3l/2022 No yes No N/A Version kkafklm-m Contact Mdow& yddaw "Miall F&C Am,,,a A,—,d Vernon jakillits" gooi2iL ADAUKA.UUDU YMWM" xddw AWMBW PAC Astonishes hkow" Version RUMUI"Nrtr cereals O%da— A Ll— vio0d" my V*Iddd nub~ PW Recall Approved &at- W W E Composite Edge Fiberglass Double Door vildh A.vi.l. 2020 TAMKO Building Products LILC Karl Eden Rob4MNWfirm John W. Knosavlah. PE 100134122021) 09/29,2020 10A2117020 17116=20 Approusid Revigle, 2020 li Tholl"on. Inc. clip Thompson Ardyllectural Tony Christman Zachary, R Plate Stmn M Url PE can Trim owlel 09=020 12/1 5=20 Approl R.IASW 2020 Fal M&M Products the. Clark Jill@% James L. Bucker P E4 81 M. Uri& PE W2712020 OB125I IOXM020 121 Approuted c, 3039,0 Sol orwrivingliOutsyling. 0)0(0 Carlow. Flows (417) 624-6544 PF-Sales f954) I'M6I MONS CWMMYITAMCO) 013048-34511 I-r.7402i (717) 317-9454 Category. Rocing (904)7831 CRUCX Doeholl 1717,) 317-0464 20 al TheirnsTru Fiber-CiasWc and Sn roo -Suar outifturation) Nominal $&#*,0 liquil;tNon-Irrioactilliqui Glued 12/311= No Yes No NIA D�bC~tf. underisirrame. kRr1_edw0­&o.— Category. Recall "Ostihipli Rooting Accessories that are on lameliam.1strounns— Subcategory. Recing Aeft..i. that ishe an li Part *fine Rmont; aylosim PS-31242 Composite Edge Fiberglass Single Door with 3901 Compliance Method Evoklarlion ROW toM ft Intrignil Pon clith. Meeting "Sm Cmvli�MOAd; Eviiiiition Rviscilfrom. ola CU — 4.3 all SdolWa) OninuingfOulawill XO, OX or OXO Flo*b Rapidensd Nonni a" Licari Florida Compliance kiMhoct Evaluation Report tom a Fell. F!"IdersidArchited. a Licensed Ford. Z. = = 30 zd Th�-TruFiber-a�c and Smooth -Sher cvsl&*;I:OgquMNo�impoodqL*t, Glazed 12131= NO Yes No NA Prolleasil Engine. Ploddis Registered Architiall — Uthimiod Florida plural .. I Knall-I Q) cc Composite Goat Mbnian Double Dow with PLMO" products Professional Empki FLdMAMM2 NAdugk 3&%=;O Sidstilm (IftswingAlCutarving; OXXO gmd&Alsnm A—,udf-U,, = E 31 ze Therme.Tru Fibef�Owic and Smooth Slar confloural Nominal 711,039,10 liquotNon-ImpactSell Shelter 1213112022 No Yes No NIA imi Product 0,,dMn fddmdzokdwLRW In Hill Out" WAU aummLANUMM hasyndf*Fu.e AoffAlklugLikint am ROM ou amalaakw4wm Approval! for Use Approved for Use OM 20M ill OL"db Ni &Ulm emson 0 C5 $W"Compoeits Edge Gland Fiteer laal I* 'a I TAMKO Red Undarlaymonts (HVHZ) Relf.mril for us* In FEC HWU 0&22/203 yes NO NIA Ni am tgaSLPAAMSM sommoinualLoo WAOL 2WNgLtML AUWM Emma 3 0 RidOV4rf&QoCg: Akiffinurn Ridge Vants tr cooked rwb fabricated 1 1 4 No Yes No Ki Door "Ith or Without 18#39:2 SI ) Flat Top 01ILFal Vent WIM Steel; lot TVs 20 9. stal foolovaider wNh Irl 01100912026 Y" y" NIA WA ftc.0.025'Allurninum onerwingkOutinvirg. 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P. ffil M. Urich. PC 11)23/2020 11123m2o ilrAW2020 one FBC Ater, Revision 2D20 goat Fiscal Anderson Robin L-PNO Undosm E.N.O. Gyw.wltw 11111ol ilm=20 19"20 Approl Revision 20M Global Protection Products, LLC Thin Robinson VVI A. T111t Jr, P E. John W Knoell PE 001081 06,1081 1010it2m 12MUM20 Approved 2=t Ent1tv or =111, 2M Date status Casual losing (50i)aal PE-31242 (717) 317-81154 cdow Rod.$ (801) 380-6091 titerAcas LLCL (205) OU-0160 Castel Shutters (9154) 809,7645 PG-44107 (9l 772-6224 Z(gj Version Manufacturer Engineer & Volidatted ly Validated Submitted Pending ARDroved Approved Subcategory, Routine Ancessionas that we.. hiallarmlocial com lubC.1sporin Red.@ Tit" RounAndemmQb".Oo m subcs"otf, Sl panel. Compllsnc* Method: Evaluation Reportfroma tim.robinsumagpillsetcom Revision 2020 PCILYGLASS USA likillauryAllil License John W 1012WMD 1OW2020 f&Q 12/15/2020 Integrol partorthe Roorkipsysim Complitanar Ndhod: EuNuatlon, Repod tam. Compl)—fledul Rvall Repon from a Predict evoluatlen ii FbrklaR*giwmrod ArchWwo Licensed Florida Category: Roofing $9642331330SMipertaF)olygiaw.GDM Robert Nietyrinken Knezervich, PE ARRM29 FlorW&Reoster*dArchfiectweL�censedFlorlda Professional Engineer Subcategory: PE-59188 (954) 772-6224 11/01/2020 Prolonstorl Entruses, fliNUM2 WadLich PLNaD?#-PA:ProduetB Underlayments Quality Assurance, AmrandforUm Auservaid for Use N= Dow A-1 Aggrieved far Use Compliance Method: gMdbAUMUM Appointed W Use Approved for thin %MO 200 is Beat ad Detail 1: in HVINZ 2wtidLam No vs. Bar L-- fw QlanLiallitag� ProdudDemintion I ML1 Outside HVHZ R"Igard Pemr* Evaluation Report from 2L amagAmamw amimailowummu In WAM adeleas mva AUWM aluin Thatch Lamp: Wnped, 1 20 Gage Galvanized St"i Storm PanoWHVHZ Corrugated Galvanized Steel 3torm Panels retained 12talr= yes Yes yes NIA a Florldle Registered 1 Dtpclk-Air� DAA or 7141-111 Dock -Air DA-4 Low Pro%., Pdrierpy— Flesh,, Feel Vent 12110*025 No Y. 4. -97 "7.5 17 Swely 000 - Been. 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No NIA INA Building Codes and Standards 1/25022 Building Co4ss and Standards 117r" Building Codes and standards Sal > 0- 2 Polyglass Roof Unott"" (nw+VFLP "ats roof underlaynterift, for Use In 1212Y= NO PEC narl jurisdWons. Y" NIA .11,114JI Product Approval Application Dattall Product Approval Application Detail Product Approval Applicall Detail Call. I Polyplass Roof Unde"wits (HVKZ) P*gla" roor underlaymentir for use In P5Cl2t2W= Yes No NIA Ill 0 HVHZ jurisdictions. 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Nr Oow pmlft 31161or x No vn Fft -4" &I-Im ,::BMW Ommmom me"elwmftnow YWS~Ioroovaimrjw(yrmm DOM= NO ya MID, +30-M "em mmm" Npwm a VdPA Boom Pw* Food -4r amor mmim 47-I)rx com"m No va NIP loss "AM w mi LAJ INC CAI C14 Zile CL) coo cr m Lj W C, E L) cn E z cu 0 U =3 ICU C-) :3 -0 0 m CL Its— LU Z z a_ August 10, 20221 SHEET NO. PA 1.2 Simpson Strong -Tie MW FBC Approved Products Updated 12130/2020 Fcr direct Inks toalISSTAppiroviditloted below, cLicis Hear. F , additional information regarding Flordo's Statewide Product Approval "ism and MM4)ado County Notice or Acceptance (NOA), FL*235&R? Allia Product Model, Number or Name Product Diasciiation 1 Trion Stainless Steel Concrete & Masonry Screw TTN-SS) 1/4" diameter Tien Stainless stool masonry Screw FL#"*D-Rs SA" Product Madlill. Number or Name Product Dascription I SDI 01 120BS Outdoor Accents Connector Screw 2 SD9112, SD9212, SDIO112. SDIO2112 Strong -Drive SID Connector Screw 3 509112$8, SD@212SS Strong -Dave, SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF226i 4, SDCF22700, SDCF22858, SDCF221014, Strong-Dinve SDGP Timber-CP Screw SDCF221134, SDCF221334, SDCFZ7lW8, SDCF272358 5 SDCP22434. SDCP22512, SDCP22614. SDCP227M, SDCP22868, SDCP22912. Strong-Dir" SDCP Tim bar-CP Screw SDCP221 100, SDCP22113.4, SDC P27140D 6 SDHR27400, SOHR27614, SDHR31400, SDHR31614 Strong -Drive SDH R Combo -Head Screw 7 SD625112 SD625134, SDS252010, SDS25212, SDS25300, SDS253112, SDS2UI 2 Strong -Drive, SDS Heavy -Duty Connector Screw SOS255M SOS25600, SOS25800 8 SDS25112SS, SDS252DOSS, SDS25212SS, SDS25_WOSS SDS25312SS Strong -Drive SOB Heavy -Duty Connector SS Screw 9 SDWi SDWF2720. SDWF2724, SDWF2726, SOWF2730 Strong -Drive SOWF F loor-to-Floor Screw FLVI 0007-1118 A%" Product ModdeL Number or Name Product Description 1 ATR318, ATR11Z ATRS/8. ATR314 Threaded Rods 2 ATUD5, ATUDO-2, ATUD9, ATUM2, ATUDS-3. ATUD14, ATUD14-2 Aluminum Take -Up Device 3 EP316-2, BP112, BP1/2-3, BP5/8-2, BP&6-3. BP34, BW4-3, BPRTUD3-4 Bearing Plates 4 CNW31& CNW1/2. ONWISM. CNW314, CNWSM-112, CNWS/4-5/8 Coupler Nuts 6 CTUD55, CTUD65, CTUD68. CTUD75, CTUD76, CTUD77, CT UD87, CTUD88. CTUD97, Coupling Take -Up Device CTUD96, CTUD99 a N3, 144, N5, N6 Heavy Hex Nuts 7 RTUQ3, RTU03B, RTUD4, RTLID413. RTUO5. RTUDB, RTUD7, RTUD8 Raftheting Take -Up Device 8 TUD9, TUDIO Tak*-Up Device, 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tkidown System I I URS4 112" Uplift Rod Run Tedowin System 12 URS6 W" Upift Rod Run Tedown System 13 URSO 314" Uplift Rod Run Taclavini System FL#10441-HO ,Qd" PMdudt Wd2l. NUM ber or Narhe Product Dawription I DTT2 Hold-down 2 HDC1014, HOC10M Hold-down 3 HDC8, HHDC11. HHDO14 Hold-down 4 HDU2, HOU4 HOU5 HDUS, HOU 11 HDU14 Hold-down 5 HPA28. HPA35 Strap -style purlin anchor 6 LSTHD8, LSTHDSRJ Strap -style hold-down 7 MASA,MASAP Foundation anchor Strap a IMPA132, MPAI" Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Errap-style purlin anchor 10 PAI18. PAI23, PA12a. PA135 Strap -style purlin anchor 11 STHDIO, STHDIORJ Strap -style hold-down 12 STHD14. STHD14RJ Strap -style hold -dawn 111=11149M Simpson Strong -Tie 2020 FBC Approved Products Updated 12rA2020 For direct Inks to Sri SaT approyals listed below, CLICK HERE For additional information regarding Flordars Statewide Product !Epraral System end Marn-Dade County Notice of Acceptance (NOA). ia6w 21 LB series hangers Top flange hangers available in width of 1 -9116" and heights ranging from 6-3fil" to 15-118" 22 LBAZ ashes hangers Top flange hangers available in width of 1-9116"and heights ranging from 9-311 &'to 13-1/8" 23 LEG3, LEG5, LEG7 sense hangers Top flange hangers available in widths ranging from 3-114" to 6- 718" and heights ranging from I?" to 33-1r2' 24 MEG 5, MEG7 sores hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 718" and heights ranging from 9" to 32-1/7' 25 MIT series hangers Top flange hangers available in wdths ranging from 1-9/1 IT'llo 5- 118" and heights ranging from 9-1 /4" to 24" 28 PF, PFB, PFDB, PFDSa sofas hangers Top flange hangers available in width of 1 -9/1 6"and heights ranging from 3,V8" to 7.lff' 27 RR Ridge rafter connector 28 WIP series hangers Top flange hangers available in wdths ranging from 1 .911 V'to 7- 118" and heights ranging 91/4"to 32". FLOI 0960-R5 v JW Product Model, Number or Name I ABA44, ABA44R, ASA46, ABA48R, ABA80, ABAOSR 2 ABIJ44, ABU441R. ABU46, ABU40R. ABU5-5, ABU5-6, ABU65, ABU66, ABU66R, ABU88. ABLTSR, ABUIOIC. ABU1010R. ABU1212, ABU1212R 3 ABW44Z. ABW44RZ. ABW46Z. ABW48RZ, ABW66Z, ABWWRZ, ABW7.7 4 AC4, AC41R, ACE4, ACO, ACeR, ACEe 5 BC4, BC45. BC4R, BC6, SM. BC8, BCS2-2/4, SCS2-3M 6 CB44. CW, CBO, C868, CBS8 7 CBSQ"SDS2, CBSQ48-SDS2. CBSQ66-SDS2, CBM80-SD52, CBSQ88­S= 8 CC, FCC, ECCU Series 9 OCO-SIDS2.5, 17000-SDS2 5 Series 10 CPT44Z, CPT68Z, OPT88Z 11 EPB44A. EPB44, EPB46, EPBS6 12 EPS4Z 13 UCB44, LCBeO 14 LPC4Z,LPCOZ is Mps"Z, Mpaw. MPB88Z 16 PB44, PB"R, PB46, PB86, PBOOR 17 FBS"A, PBS46 PBS155 is PBV6.F`BVI0 19 PC44-16, PC48-10, PC4&I8 PC84-16, PCSS-18, EPC44-le. GPC48-16, EPC48-18, EPC84-16, EPC86-18 20 PC4Z. PC4R7_ POW, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCSZ, EPCORZ EPCOZ EPCBRZ 21 PPB44-4Z, PPB"-6Z 22 RPBZ FL*10966-R5 I addlig L2L I FJA, F&A 2 FRFP 3 GH0-6. GH4", GH4", GH48-8, GH410-6, GH410-8, GHW6.01­16", GH68-0. 01-108- 8, GH61 0-6, GH81 M 4 GLB5A, 01-85B, GLB5C. GLND, G1_B7A. GL87B. GLB7C, GLB7D 5 GLBTSI 2, GBLTS12. GUBT510, (3111-7616, 01-011*520, GBLTS20 6 HOLBA, HGLBB. HGLBC, HGLBD 7 HGT-2, HGT-3, HOT-4 a UFP10-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Ham Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Bass Bolted column caps widh W1 ranging from 3.Vil" to 9-lt2and W2 ranging from 3-W8" to 7-112" Screvved column caps with W1 ranging from 3-1/4" to 9-1/2" and W2 ranging from 3-5/8" to 7-112" Concealed Post Tie Base Embedded Post Bass Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Pod Base Embedded Pod Base Round Post Bass Post Cap Postcap Post Base Retrofit Post Bass Product DescrIation Foundation Anchor Fiat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plato Heavy Glulam Bearing Plate Heavy Girder Tiodown Universa I FDundabon Plate Universe I Retrofit Foundation Pilots Simpson Strong -Tie 2020 FBC Approved Products Updated 12rMMO For direct Inks to all SST approvals Noted below, For additional Information regarding Florida's Statewide Product Approval System and Marril-Dade County No" of Acceptance (NOA), CUCK H ERE FLiM 0446-R6 JW Product Model, Number or Name Product Descritirtion I A21, A23. A33, AK A35t A44 Angles 2 APA211, APA4, APA6, APVA21, APVA4, APVA8 Outdoor Accents Angles 3 APS44. APB"R, APVBGO, APBWR, APB88, APB88R, AP61010, APB1 DIOR, APVB44, Outdoor Accents Post Bases APVB44R, APVSW. APVBWR, APVB88, APVB88R, APVE31010, APV8101 OR 4 APDJT24, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVE)JT2-6, Outdoor Accents Dock Joist Ties APVDJT2R-8 6 APHH40, APHH46R, APHH610, APHHelQR Outdoor Accents Heavy Hanger a APL4, APLS, AP74, APTS, APVL4, APVL6, APVT4, APVTO Outdoor Accents L and T Beam -to -Column Ties 7 APLH24. APLH24R, APLH26, APLH26R, APLH21 0, APLH21 OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z.CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Too 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4. FCS Framing Clips 14 FWANZ Foundation Wall Angles 15 GAI GA2 Gusset Angles 16 H2A, H2.5T, H8, H 1 OA-2, Hl OS. H 14. HGAII 0 HurricaneTies 17 HCJTZ Heavy Concealed Joist Tie 18 HH4. HH6 Header Hangers 19 KBSIZ Knee -Brace Stabilizer 20 1_30,1_50,L70.1_90 Angles 21 LCE4 Poot Cap 22 LS3O,LS5O.LS7O,LSQO Skirwabie Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSU28LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSW21ORZ Field Adjustable Jack Hanger 25 LSSRI.81, LSSR2 1. LSSR2 37, LSSR2.56, LSSR210-2, LSSR4`10 Field Adjustable Slopeable/Skewable Hanger 26 LTP4,LTP5 Tie Plates 27 MI-237, ML24Z, ML20Z, ML28Z, ML21OZ Angles 28 MUH8 Roolf-fia-Dowirt 29 MMHO Hinged Roof Connector 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210. MMLU1211. MMLU139, MMLU1311 Face-Mourint Hangers 31 RBC. RBCP Root Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z. 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#tO447-RO Sea * Product Model, Num bar or Name 1 AHEP 2 DSC2R-SOS3, DSC2L-SDS3, DSC5R-SDS3. DSC5L-SDS3 3 08C 4 HCPI.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2. HHRCA/1 81, HHRC44, HHIRG5 2513.25 HHRC5.3713 12, HHRC66 a HRCI.01, HRC22 7 URU26. LRU28 URU210. LRU212 8 LSU28. LSSU28. LSSU210 9 TBE4, TBE6 10 TC24� TC28. TC28 11 THA29, THA213, THA21 8, THA218-2, THA222-2, THA413, THA41 8, THAC418, THA422, THAC422, THA426. THA422-2, THA428.2 12 THAII.81122, THAl2.06i(22, THAl2.1122. THA1222, THA1322, THA13522, THA1422 13 THAL422, THAR422 14 THJA28. LTHJA20, LTHMA 15 THJM2-4-SDS3, THJM2-"DS3, THJU28, THJU28-W 10 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 For direct Inks to oil 45ST approvals Idea below, For additional Information regarding Fiorda'S Statewide Product Approval "tam and MOM43tdO County Notice of Acceptance (NOA), FL#104WR3 ,*a" Product Model, Num bar or Name Product Description 1 BT,BTB.BTH Brick Ties 2 CMSTl 2, C MSTJ 4, CMSTCI 8 Coiled Straps 3 C51 4, CS1 6. CSI 8, CS210. C522 Coiled Straps 4 CSHPIS, CSHP20 Coiled Straps 6 CTS218 CompressioniTension Strap 6 DSP,SSP,TSP Stud to Plate be 7 Hl, HIOA. H2.6A, H3, H6. H7Z, H16, H165, HIS-2. HIS-2S Hurricane Tier 8 HGT,2, HGT-3, HGT-4 Heavy Girder Taclown 9 HS24 Hurricane To 10 HSS2-SDSI�5. HS62-2-SDS3, HSS2.3.SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2; HST3. HST5: HST8 Straight Straps 12 HTSI6. HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twat Strap 13 HTSQ18KTZ, HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 li LSTA12 LSTA15, LSTAIS, LSTA2i: LSTA24, LSTA30, LSTA36 StraightStraps 16 LSTI49, LST173 Straight Straps 17 LTB20, LTB40 Bridging 16 LTS12,LTSI6,LTSI8,LTS2O Light Twist Strap 19 MGT Medium Girder Tedown 20 MST27, MS1`37, MST48, IMST60, MST72 Straight Straps 21 INISTAID, MSTA12, MSTA15 MSTAI8, MSTA21, MSTA24, MSTA30, MSTA38. M[STA49 Straight Straps 22 MSTC2$, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC4883. MSTCa8B3 Pre-Dernt Straps 24 MST126. MSTI36, MST146. MSTIOO, MST172 Slt*ht Staps 25 MTSIZ KoTTS18, MTS18, MTS20, MTS24C, MTS30. MTS30C Medium Twist Strap 26 NCA2XIO-12, NCA202-12. NCA2x8-16, NCA200-18, NCA202-16 Bridging 27 RCWB12, RCW914 Wall Bracing 28 RPS18. RP=, RPS28 Repair Plate Strap 2D IRSP4 Stud to Plate Connector 30 SPI, SP2. SP4, SP6, SP8 Stu d Plate Tie 31 SPI­14� SPHe, SPHO Heavy aud Plate Tie 32 SS1.5. SS2.5, SS3. SS4.5 Stud Shoe 33 ST9, ST12, STia ST22, ST292, ST2122, ST2115, ST2215, ST5215, ST6224, ST6236 Straight Straps 34 TB20, TB27, TB30. TB38, TB42, TS48. TB54, TB56. TBSO Tension Bridging 35 TWE10, TWB12, TWB14 Wall Bracing 36 VGT, VGTR,VGTL Variable Pitch Girder Tiedown 37 Wi WBIO6C, W6120, WBJ20C, WB143C Wall Bracing Pmduct Description I CBH2.37x5.5, CBH2.37x7.83. C13H2.37xg.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plow 3 HGU3.63-SDS, HOUS.25.SDS HOU5.50.SDS, HGU5.62-SE)S, HGUI7.00-SDS. HGU7.25- Heavy Hip to Ridge Connectors SDS. HGU9.0O-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 6 HHGU5.25-SOS, HHGU5 50.SDS. HHGU5 62.SDS. HHGU7 00-SDS. HHGU7 25.SDS. Light Slopeable/Skewable U Hanger HHGUO,OO-SDS Truss Bearing Enhancer 6 HHUS20-2, HHUS28-2, HHUS210-2, HHUS46, HHUS,118, HHUS410. HHUS5.5010, Truss Clip HHUS7 25110 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC sores hangers Adjustable Truss Hanger Sized for I-Josts Skewed Truss Hanger Multiple Truss Hangers 8 HTU26. HTU28, HTU210, HTU20-2. HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spackir-RestraInt Variatille Pitch Connectors Valley Truss Clip 10 HUCOI 81/9-SOS, HUC01.8111ISDS. HU00210.2-SDS. HUCO210-3-SDS, HUCQ310- SOS, HUCQ410-SOS, HUCQ412.SDS, HUC05 2M-SOS, HUCQ5.2SflI­SDS. HUCO610. SDS, HUCOei2-SOS !Z= Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3VA20 For direct Inks to all SM approvals hited below, CLICK HER -------- 9 For additional information regarding Florida's3tallowide Product Approval System and Marti -Dade County Notice of Aboactance(NOA), CLICK HERE. FL#11460-R5 ZW Product Model. Number or Name Product Dow fiction I HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6. HRS8, HRS12 StrapTies 3 HUCQ210-2-SDS, HU00210-3,SDS. HU00310-SDS Joist Hanger 4 THGB2, THGB3, THGBHI2, THGBH3, THGBH4 Joist Hanger 5 THG02-SD83, THGQ�SDS4 5. THGOH2-SDS3. THGQH3-SDS4 5, THGQH4�SDSA Joist Hanger 6 THGW3-3, THOW21-4, THGW4-3, THGW4A Joist Hanger F1.411111473-R5 JW Product Model. Number or Name Product Description I DETAL20 Double Embedded Truss Anchor 2 FGTR. FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, H10S, H15-2: H18-2S HurricaneTie 4 HIFTA`12. HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETAL12, HETALle, HETAL20 Embedded Truss Anchor 6 HGAM10, HMO Masonry natrofft connectors 7 HHETA16, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2 5, LGT4.SDS3 Girder Tedown 9 LTA2 Lateral Tru as Anchor 10 META12, MIETA16, METAI8. META20, META24. META40 Embedded Truss Anchor 11 MSTAM24, MSTAM36. MSTCM40, MSTCM60 Strap Tie for Maso nry 12 MTSM16, WSM20,14TSM16, HTSM2O Twist Strap for Masonry FLNlJJ4WR5 4W" J Product Model, Number or Name Product Description 1 DTTlZ Dock Tension Tie 2 HDI2. HD19 Baked Holdowns 3 HD3B, HD5B, HD7B, HD913 Bofted Holdowns 4 HTT4, HTTS, HTT5.3/4 Tension Ties 5 LTT19, LTT208, LM31 Light Tension Ties FLK3629-RO cW Ift Product No Product Description 1 SB5t8x24. S6718x24, SSIx30 SB Anchor Borts 2 SSTB16. SST820, SSTB24, SSTH28, SSTB34, SSTBX SSTBl 8L. SSTB20L, SSTB24L. SSTS Anchor Hors SSTBAL FL011 3$n-R4 Sea X Product Model, NUMber or Name I CMST12, CMST14, CMSTCI8, C_S14� C816. CS18, CS20,CS22 2 HRS6, HRSS, HRS12, FHAS, FHAP, FHAl2, FHA`18. FHA2A. FHA30, MSTI28, MST136, MSTI48. MSTISQ, MST172, SfMST27, SIMST37, VMST48 3 HTSI6, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, I-STA30, LST149, I-ST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21. MSTA24 5 LSTAP. LSTA12, LSTA16, LSTA18, LSTA21, LSTA24, ST292, ST2122. ST2115, ST2215 0 LSUBH3.25. SUSH3.25, MSUSH3.25 7 LTP5 8 LTS12, LTS18, LTS18. LTS2O 9 MSTA30. MSTAX ST62115, ST6224. ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTCe8, MSTC78, STS238 11 MTS12, MTSIS, MTS18. MTS20. MTS30, MTS24C, MTS30C 12 S/81.56, W.81. 8/82.06, SIB2.37. S11132.56. SIB2.08, S/B3.12, SIM.56. SIB3.62, S/B4.06. SM4.12, S/B4.28. SFB4.76. S/85.50 13 SMA2.12f% SIBA2.12/i Or SIBA21 Zfl 2, StBA2.12/14, SiIBA4.1618, SIBA4.1 8/10, SfBA4.1 Oil 2. StBA4.18114 14 SIHIA 15 SiHDaS. SIH08B, SfHOlOS: S/HDIOB, SfHDISS, S/HDISB 10 SfHDU14, WHOU6, SiHDUQ, S/HDU1 1 17 SUCT. SfHJCT PMduCt QNSCrIption Coiled Straps Straps 97 trill (12 go) Heavy Twist Straps Straps 43 mill (18 go) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mill (18 go) Straps 68 mil (14 go) Mindium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Dirsarlption Concealed hangers Facke-mount (OU, DHU) and top -flange (DHUTF) hangers availlable in widths ranging from 1-9/16'to 3-WIS" and heights ranging from Q-lffi" to 23-15MS". Facis-mount hangers Face -mount hangers available in widths ranging from 1.518"tD 7. 3/8" and heights ranging from 6-5/leP'to 12-718" Face -mount hangers Face -mount hangers Skewed frace-mount hangers available in widths ranging from 3- 1/8" to 6-118" and heights ranging from 4-3/4" to 15-314". Concealed flange version (KSURC, HSULC) available for all double 2X and 4Xmodels; only acute flange is concealed. Fawnriount hangers Face -mount hangers available in widths ranging from 11-911a"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 EMEM Simpson Strong -Tie 2020 F13C Approved Products Updated l2r-SOM20 For ck*M Inks loall 8ST approvals li below, CLICK HERE For additional information regarding Florida's Statewde Product Approval System and Marri-Dadi, County Notice of Acceptance INCA). JW&&M 16 SILBV1.56, SILBVI,81, VLBV2.00, SfLUV2.37, SAJ3V2.56, 554LSV2.68, SILBVS.12, Top Flange Joist Hangers SILBV3.58, SILBV3.82, SILBV4.06. SfL8V4 12, SrUBV4.28, SA-BV4.76 S/LBV5.60 19 SILTT20, SIDTT2Z, SIHTT14, HTT4, H775 Holdowns 20 SiMSTeO, SIMST72 Straps Ila mil (10 ga) 21 SP4, SPS Stud Plate Ties 22 SSP. DSP, TSP Stud Plate Tim 23 STC. DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FLMMLA:R5 AW I I CCQfffl B2-SOSHOG, CCQM4.82-SOSHDG. CCQM5,50-SOSHDG, CCTOM3.62-SOSG, CCTCM4 52-SDSG, CCTQM5.50.SDSG, CCCC1Wn 02-SDSG CCCOM4.62-SDSG, CCCQM5.50_SDSG 2 ECCLOM3.62G4(T, ECCLQM4.62G-KT. ECCLOM5.50G-KT, ECCLLOMD3.62G.KT. ECCLLQMD4.UG-KT, ECCLLOMD5.50G-KT, ECCLRQMD3.620-KT, ECCLROMD4.62G- Kr, ECCLROMD5.50G-KT 3 HGUMS 25: HOUM5.50, HGUM7.00, HGUM7 25, HGUMQ,OO 4 LGUM26-2, LGUM2&3. LGUM264, LGUM28-2, LGUM28-3, LGUM284, LOUIV1210.2, LOUM210-3, LGUM210-4, LGUM46. LGUM48, LGUM410 6 MSHA3.12tg.25, MBHA3.12flI.25, MBHA3.5617.25, MBHA3.56/9.25. MSHA358/11.25, MBHAS.56fl 1 .88. MSHA3.5&14, MBHA3.56/16, MBHA3 58/18, MBHA6.5Of7 25, MSHA5.50/9.25, MSHA5.501`11.25, MBHAS.5011 1 88. MBHA5 50/14, MaHA5 50/15, MBHAS.50/18 6 M13HU3.5619.25, MSHU3.56111.25, MBHU3.5&1 1.ft MBHU3.56114, MBH U3.6&16, MBHU3.56/18. MBHU5.6019.25, MSHIJ5,50111 25, MBHU5.50111.88 MBHUS,50/14, MBHU5.50/16, MBHU5.50/18 FILM 3975-116 Sea 0 Product Model. Number or Name 1 SDW223OO, SOW22338, SOW22438, SQW22458. SOW22500, SOW4000. SOW22WB: SDVM834 2 SDWC15450� SDWC15800 3 SDWHlW"DR SDWH19400DB, SDWHIOWDB, SDWHIQ8OOD8, SDWHIWOOODB 4 SDWH274ODG SOWH27WOG, SOWH27800G, SI)WH2710DOG, SEYWH27121)0(3 5 SDWSI62`12. SOWS118300, SDWS16312, SDWS16400 a SOWS19600, SDM1971Z SDVV822400,SDWS2250(l.SDWS22512, SOWS22000 SOWS22800, SDWS22900, SDM221 000, SMVS221 100, SDWS221200, SDWMI 500 7 SDWS2230ODS. SDWS2240ODS; SDWS2250OD8. SDWS22eGODB, SOWS2280ODB, SDWS221000DO 8 SDWS223120BB, SOWS2251208B 9 SDW82730OSS, SDWS2740OSS. SDWS2760OSS, SDWS278OOSS. SDWS278OOSS, SOWS27100OSS, SOWS27120106S 10 SDWV13400 11 STN22 FLIM 5363-R3 -dili_a PrOdUat Model, NuMber or Name I AS 18. AS IM. AS 18SO 2 AS 20HS 3 AS�20 4 ASHP F1.111111 5nQ!R4 4j2a Product Model, Number or Name 1 ET.HP 2 GAC. GDP. GDIPM-50, GDPM-75. GOPM-100, GOPS, GW-50, GW-76, GW-100, GTH 3 PDPA, PDPA-K, POPA.MG, POPAT, PDPAT-K PINW, PqNWP, PINWP-W, PDPAWL, PDPAWL-MG, PSVL3, PSVL3-K, PCLOPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G E131=2111111121:11= Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Dwription Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER­HEXSorevv Strong-Drrve SDWH TIMBER -HEX HOG Screw Strong -Drive SDWS F RAMIN G Screw Strong-Drwe SOWS TIM13ER Screw (Interior Grade) Strong -Drive SOWS TIM13ER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong-Drivs, SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer PMdUCt DilrWription 18 ga. Trust. Plates 20 ga, High Strength Truss Plate 20 go. Truss Plate Hinge Plate Connector Adhesive Anchor for concrete Gae-acturated fasteners and assemblies Powder -actuated fasteriers. threaded sWds, and assemblies Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 F direct IrkstogilISSTApprovalslisled below, CLICK HERE Fcorr additional Information regarding Florifts Statewide Product Approial "tam and Marti -Dade County Notice of Acceptance (NOA). 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-5/8"to X 9)16" and heights ranging front 41-5116!'to 11". Concealed flange version (HUSC) available for models having width equalto or greater than 3-9116" 12 JU S series hangers Face -mount hangers available in wdths ranging from 1-7t8" to 3. 5/8" and heights ranging from 9.114" to 16' 13 LGU3_25-SDS, LGU3.83-SDS, LGUS 25-SDS Face -mount hangers 14 LU24, LU26, LU28. LU210 Fac4-mount hangers 15 LUC26Z, LUC21 OZ Face -mount hangers 16 LUS sores hangers Face -mount hangers available in widths ranging from l-W16"ta 4- W" and heights ranging from 3"to 10-15118" 17 MGU3.63-SDS, MGU5.25-5DS, MGU5.60-SDS, MGU5.82-SOS. MGU7.00-SDS Faco-mourit hangers 18 MIU series hangers Face-mourtt hangers available in widths ranging from 1-9116"to 5- lf8" and heights ranging from 6-16116" to 19-112*, 19 MUI MUS28 Fammount hangers 20 SUR. SUL. SURC, SULC series hangers Skewed face-irriount hangers available in widths ranging from 1 - 9/18" to 3-9/16'and heights ranging from 3-Itl S'tD 13.31W'. Concealed flange version (SURC. SULC) available for all double 2.X and 4X models; on ly acute flange is concealed. 21 U Sense hangers Face -mount hangers avoilablee in widths ranging from 11-911a"Ito Wand heights ranging from 2-5/8" to 11-114" FILS1 MI-RO IS" Product Model, Num bar or Name Product Description 1 BA series hangers Top flange hangers avallold Is in widths ranging from 1 -9/1 V'to 7- 1/8" and heights ranging from 7-118"to 3C*. 2 QG8F sores hangers Top flange hangers available in widths ranging from 3-516'to 7- 1/5" and heights ranging from 9-114" to 24'. 3 DGF series hangers Top flange hangers available in wdths ranging from 1 -ItZ'to 3- W8" and heights ranging from 7-114" to 24". 4 DGHF series hangers Top flange hangers available in wdths ranging from 1-314" to 3- 518" and heights ranging from 9-1/4" to 2N' 5 EG5� EG7. EGO sores hangers Top flange hangers available in vAdthe ranging from 5-1/4" to a- 7/8" and heights ranging from 11" to 32-IrZ' 6 EGO series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 1/4" and heights ranging from 11 -111`4" to 37' 7 GLS series hangers Saddle hangars available in widths ranging from 3-114�'to 8-7/6' and heights rang" from 8-1/2" to 28"_ 8 GLTV sores hangers Top flange hangers available in vidths ranging from 3-14' to 7- 1/8" and heights ranging from 11 " to 32' 9 HB series hangers Top flange hangers available inwidtho ranging from 1 -9/1 6"to 7- 112" and heights ranging from 8" to 39' 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1 /4'* to 5-7161 and heights ranging from 10-1 17'to 28". 11 HGLT seres; hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 713" and heights ranging from 7-1tZ'to 3*2' 12 HGLTV ashes hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11,11"to n' 13 HIT series hangers Top flange hangers available in widths ranging from 2-&16'bo 3- 9118" and heights ranging from 18"bo 26' 14 HUSTF sores hangers Top flangejdst hangars available in widths ranging from 3.118" to 3-WO"and heights ranging from 5-3/8" to 13-1/8" 15 HUTF HUCTF series hangers Top flange hangers available in wdths ranging from 1-9116'to 5- 1/2" and heights ranging from 3�7116'tci 15" Concealed flange version CHUCTF) available for all models having wft equal to or greater then 2-91le". is HWP series hangers Top flange hangers available in widths ranging from 1 -911610 7- 1/8" and heights ranging from 5.3t&* to 28"� 17 HWPH series hangers Top flange hangers available in Wdths ranging from 1 -9/1 V'tD 7- 1/2" and heights ranging from 5.316'to 32" 18 ITS sores hangers Top flange hangers available in vAdths ranging from 1 -9/1 8"to 3- 5/8" and heights ranging from 16' 10 JB series hangers Top flange hangers available in width of 1 -9/1 &'and heights ranging from 5-3/8" to 7-1,14" 20 JFIA series hangers Top flange hangers available in width Of 1 -9/1 6'2nd heights ranging frorng-3/18"to 13-1/8" Simpson Strong -Tie 2020 FBC Approved Products Updated IWAMO Por direct Inks to all SST approvals listed below, CLICK HER For additional Information regarding Flanda's Statewide Product Approval System and Marni-Dade County Notice of Acceptance (11,10A), CLICK HERE. 6 SET-XP Adhesive Anchor for concrete 8 etrong-Bolt 2 (STB2, STB24SS. ST F32ASS) Strong -Solt 2 Wedge Anchor for concrete available in carbon Steel *no Types 304 and 316 stainless steel 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD-HeSS, THD-CS, THO-CSOM Titan HD 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 ITHD37634RC, THD50934RC) Titan HO Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH. THD3721211H, Titan HD Threaded Rod Hanger for concrete, THD50234RH, THD10212RH) 10 Wedligo-All (WA) Wedge -All Anchor for masonry FL*16230--RB Ang Product Model, Number or Name 1 AT-XP 2 FT -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titan 2 TTN2) 6 Titan HD (rH[),H4SS, THD.HOSS, THD-CS" 7 Titan Turbo CrNT) FL#1 6937-11113 JQMJ Product Model. NuMber or Name 1 X341?1 01 "K, XI $1016, XI Sl 01 84K XQ 1 SI 016. X01 8101 64K 2 XL0114TI224. XLQ114BI224.2K 3 XMQI 1481224, XMQI 1491224-2K 4 XQII 4SI 224, XQ1114811224-2.5K Xl 14SI 224,XQII 2S1224, XQI 12BI224-2K 5 XU34S1016, XU3481016-5K FLOS5320-RO Ing Product Model, Number or Ni= 1 OSSCB43.5. OSSCI3415, DSSCB48, DSHS 2 FCB43.5. FCB45,5, FCB47 5. FCB49.5. FCB411 5 3 FPHSD34Sl0l8, FPHSD3481018, FPHSO34B1OI5-5K. FPHSD34Sl214, F-PHSD3481214, FPHSD34BI214-5K 4 LSFC2.25, LSF04.25, LSFCO.25, SFC2.25, SFC4.25, SFC6,25 6 LSSC4.26, LSSC6.25, SSC2 25. SSC4 25. SSC6.25. MSSC2.25, MSSC4.25, MSSC6 25, MSSC4,25KW, MSSC6.25KW 6 RCKW3, RCKW5.5, RCKW`7 5, RCKW3-S, RCKW6.5S 7 SCS43.5. SC845. 5, SCS47 5, SCB49.5, SO B411 5, MSCS45.5, MSCS47 5 8 SCS32-5197, SCS62-6/97, SCS52-51118. SCS82-5/118 9 SOW3.25, SCW5.5 10 SJC8,25. SJC10.25, MSJC8.25, MSJCIO.25 11 SSB3,518 12 XLSH34Bl414, XLSH7881414 13 XQISIOI 8. XQI BIOI&4K. X01812114. X0181214-3.5K, X078SI224, X078BI 224.3K, XQI 14SI 224, X011491224-2,SK. XQI 12SI224,XQ112BI224-2K. )(34131016-15K XI S1010. X1810164K, XlS1214, XIS1214-3 5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Ad hesNe for rrkasonry SET-XP H gh-Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Then 2 Screw Anchor lot Concrete Titan HD Heavy -Duty ScrewAnchor for concrete available in 304 or 318 stainless steel with hex head. and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description 410-16 Strcing-Drive X Metal Self -Drilling, Tapping Screws with #3 Drill Point 012-24 Strong -Drive XL Large -Head Metal Self-Dirilling, Tapping Screws with #6 Drill Point and Large Die motor Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling. Tapping Screws with #6 Drill Point and Medium Diameter Hex *12-24 Striong-Drive X Metal Self -Drilling, Tapping Scrows with 06 Dail Point #10-10 Striong-Drive XU Metal Sol -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing FIxed-Clip Connector #10.15 and #12-14 Strong -Drive FPHSD Praming-to-CFS Self - Drill", Tapping Screws steel 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 Con nectar #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Scfev4 #10.18. #1 2-14r and #12-24 Strong -Drive X Metal Self -Drilling, Tapping ScrevA (D > 0 L_ CU Cn C10 Cn U_ 4-- 0 CU > cn U) U-0 0 r- F CU _0 112 . a -6c C6 0_ < f =I, 4 Z W mi fin C4 C= 3S so 40 cut JP 40 V ir, (n (3) E Z CIO 0 =3 """"o 0 U) ICU 0 16- C/) CO M ICU LU Z ;Z SHEET NO. PA 13 MIAM� MAW-DADECOUNW EM PRODUCTCONTROLSECTXN 11805 SW 26 aftlK Room 201 DEPARTMENTOF REGULATORYAND ECONOWC RESOURCES PIER) Mmm Floddt 33175-1474 BOARD AND CODE ADMIX[STRATIONDnISM-N T C. 96) 315-2500 F (7W 315-25" NOTICE OF ACCEPTANCE (NOA) WWWjlhMWjAjjjMLMCVHM PGT Indusn*s, Inc. 1070 Technology Drive, NorthVenice, FL 3427 5 SCOPE: This NOA is being issued under the applicable rules and regalaticins governing the use of construction materials. lbe docummtafim submitted has been reviewed and accepted by Miami -Dade County RER -Product Conkol Section to be ined m Mm Dade Ccuoty and odm itreas whaiallawi4 by the Autmly Havwg JuAs&ctton (AHI). 71tis NOA shall not be vand afterthe empkabon date statedbelow. The Miami-Dode County Product Control Secion (In Mum Dade County) an&or the AIU (in areas oCa than Miami Dade- Comity) res erve the right to have this product or mmftrial tested for qualky assurancepuqxrAes. Iftis. product or material fails to pedormin the a ccepted manner, the ma—fickm will incur theexpeaw of such testing andibe A111may immmUstelyiev oke, me dify, o r suspend the use of such product or materW wfthin 1heir jurisdiction. RER reserves the fight to revoke this acceptance, if it is determined byMiami-Dade County Product Control Section that this prodoct or material fails to meet the requirements of the applicable btalding code- TILis, product is approved as described hesein and has been designed to comply wilh the Florida Building Code. including the High Velocity Flurrkaw Zow_ DESCRHMON: Series -557W. 770" Vinyl Sliding Gla ss Dow (Reinforced) wlwo 90F & 13.51 corners-1,2dL APPROVAL DOC 1751E-N-T.- Drawing No, MD-55n.0 Rev B, titled -V-myi Sliding Glass Door NOA (LN4)". sheet 1 through 2 1 of 2 1, piVared by manufacturer. dated 1 0;05J 15 and LW revised on 02JO 1/2 1, sim3rd and sealed by A-Lynn.%filiff, P.E., bearing the Miami -Dade CountyPiroduct Control Revision stamp with the Notice of Acceptance number and expu*ion date by the Miami-Dack County Product Control Section. MISSMEhUACTRAMi G: Large and Small 3fissile Impact Reiistant Limitations: 1� See table I (sheet.Z) and table 2 (sheet g) for applicable SGD unit sums, design pressures. reinforcements types. glass types, sill mer (see tables B-1 & B-2. sheets 7-9) and anchor layout sheets reqmremmts in I I thru 16� 2. Rigid White PVC, Tan (Non -white) Rigid PVC andBrown coated (Painted orlawwated)white Rigid PVC MD be labeled� per refereacedNOA'srequiremetts. 3. Egress operable doars must carnply with min clear width or height per FBC fequiement, as applicable. 4. Pocket walls under separate approval, to be reviewed by Build� official LASEUNG: Each unit shall bear a pennanent label with the manufacturer's name or logo, city. state and serin and following stalemear 'Womi-Do4e County Product Control Approve&% noted herein. RENEWAL of this NOA shall be considered after a renevml application has been filed and there has beenno change in the applicable bubfmg code negatively affecting the Performance ofthis product- TERMINVA110N ofthis NOA will occur after The expkation date or if thete has been a revision or change in The materials, use, andlor nnnu%eture ofthe product or process - Misuse of this NQA as an endonemew of any product, for sales. advertising or any odwrpurposes " autonnfic sky terminate this NOA. Failure to coixpl�ywith any wtion of this NOA shall be cause -fortervination and removal ofNOA. ADvERTIsEmEN-m The NOAnumber preceded by the words Nfiami-Da dee County. Flomla. and followed by the expiration date maybe displayed in advertising literature. If anypostionof the NOAis displayed, then it shall be done in its entirety. IN- SPECTION: A copy of this entire NOA shall be provided to the user by The manu&duter or ds distrftton and shall be available for inspection at thejob site at the request ofthe Building Official. ThisNOA re,%ises & renevm -NOA#20-04,29.05 and consists of thispage I and e-6dence pages E-1. E-2, E-3. E4. E-5 & E-6 as well as approval documew memioned abme_ 7ke submitted documentation was reviewed by Ishaq I Cbn nda, P.E. NOA No. 21-0.10.9-03 FOADE ExpirationDatet ApriII4,!0!6 Approval Dat*Alarch 25, 10!1 Pago I FGT Indusuirs, Inc. NOTICE OF AC.CEPTLNCE:EN71DEiNCESUB.NUMD 2. Evidence Submitted under pmlous submittal .46 DRAWINGS 1. Drawing No. NID-5570.0 Rev B, titled -VW Sliding Glass Door NOA (LK', sheets I through 21 of 2 11 prepared by manufacturer- dated 10,0545 and last revisetl on 04,12120, signed and walied by A- Lynn Milla, P_E� B. TESTS 1. Test reports ow, 1) Air Infiltiration. Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, Loadingper FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94 4) Loge Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pirssure Loading per FBC. TAS 203-94 along with marlmd-up drawings and installation, diagram of all PGT Industilies, Inc - representative units listed below and tested to qualify Dowsil 791 and Dowsil 993 silicones, prepared by Fenatiration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PA15520 FV C FixedWindow (tinit 6 in proposal), dated 09103114 Fl-L-20-2107.1, PGT SGD780 Aluminim Sliding Glass Do" (unit 7 in proposal) ru-20- 2107.2, PGT CA740 Ah= Outs;%-ing Casement Window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Alumimain Fixed Window (unit 9 in proposal) and YTL-20-2107.4, PGT PW7620A Ahmummu Fixed Windom, (unit 10 in proposal) dated 07/13120- all signed and soled by Idalmis Ortega. P-E. C. CALCULATIONS I . Anchor verification calcuLvions and structural analysis, complying with YBC 711 Edition (2020), dated 04/122t220, prepared by manufactm- aped. and sealed by AntlioayLynnMiller. RE, 2. Glazing compliesArith ASTIME1300-04,,-49.42 and -16. D. QUALITYASSMANCE Mumi-Dade DMartment of Regulatory and Economic Resources OUER). E. AUTERLA.LCERILt E�ATIONS L Notice of Acceptance No. 19-00.02 issawd to Kuraray Anwrica, Inc. for their "Trosffoll 17hraclear, Clear, and Color PVB Glass Inteirlaver!f'. expking on 07=a4_ 2. Nofiu of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. fortheir "SenftT"sl (0ear andWhite) Ghss Inwrlmver!�'_ expirmg on 07/04;23. 3- Notice of Acceptance No. 18-1106.10 issistied to Vision Extrusions Lituded for their "Brown Coated Rlinted or Laminated) Mike Rigid PVC Exterior Extrusions for Windows and Doors", expiriug on 09/3Oe24. 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non -White) Rigid Celular PVC Exterior Extrusions for Windows and Doors". cq)ihng on 1112912 1. 1 o-7 � Z 1*2q L Chasd2, PJE. Produtt Control Unit Sup"sor NOA No. 21-8205.03 Expiration Date. April 14, .10.16 Approval Date- Nfirek .1 At, 26.11 E4 PGT Industries. hr. NOTICE OF ACCEPTANCE: ENTI)ENCESUBMITTED 1. Evidence submitted under pre0ous'-NOA A. DRAWINGS I - Manufacturer's. dw dnwiogs and sections. (Submised underINOA Na 11-019,7.04) 2. Drawing No. 31D-5570.0, titled "Vinyl Sliding Glass Door NOA W', sheets I through 21 of 21, prepared bymanufacturer, dated 1&0545, with revision A dated 04105/17, signed and sealed by A. Lynn Miller, RE. B. TESTS I - Tea report an 1) Uniform Static Air Press= Test, per FBC, TAS 202-94 2) 1. 2 We nssile impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressuse Loading per FBC, TAS 203-0-4 along with madmd-up drAvings, and installation diagram, of%rinyl sliding glass dom. pepated by Fenestration Testing Lab, Inc., Test Report No- FTL 8717. dated I M7115, signt�d and sealed by Idalmis Ortega. P_ E_ (rest repcnt irmised on 02/15.q6 and 02,2446), 2, Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 2) Undof m Static Air Press= Te-st, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94- 4) Large Nhss&.Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC_ TAS203-N 6) Forced Entry Test, pet FRC, TAS 202-94 along withmarlmd-up drawings and installation diagrain of %W1 sliding glass door- prepared by Fenestration Testing Lab, Inc" Test Report No. FTL 9546, dated 11/06/15r signed and sealed by Idalmis Ortega, P. E. (Test report rnised on 01 �10446 and 02111, N-16) 3. Test report on 1).4jr Infiltratiou Test. per FB C. TAS 202-94 2) Uniform Static Air Presswe Test, per FBC, TAS 202-94 3) Water Resistance Test- per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FRC_ TAS 203-94 6) Forced Entry Test, pff FBC, TAS 202-94 along with marked -up &a* ings and instalUfton, diagram ofvmyl sliding glass door, prepared b y Fenestration. Testing Lab, Inc., Test Report No. FrL 8U.7. dated I M 15, signM and soled by Idaln� Ortega, P. E, (rest report m, rised on 02115/16) 4. Test report on 1) Air Infiltration Test, per FBC_ TAS 202-94 1) Uniform Static Air Presswre Test, per FBC_ TAS 2021 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Lafge Mssilelmpad Teg per FBC-, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installatiton diagram ofmyl sbding glass door prepared by Fenestration Testing Lab. Inc., Test Report No. FTL 8,548. dated 121D411 S. signM and seaW by Idalmis Ortega, P. E_ (Fest report revised on. OL04i`16 and 02/11116). 1 � (", 7 � Z hhaq L Chowls, P.E. Product Control Unit Supervisor NOA No. 21-0209.03 E*rafioRDa#*-. AV6114,2026 Approral Date. March 25,2011 CGI WUdows and Doors, Inc. NOTICE OF AC MTANCE: EMEINCE SUBMITTED E. MATERIAL CERTIFICATIONS(continue) 5. QuanexPart SuperSpacer Standard complying with ASTIVI C518 Thermal Conductivity 0-981 BTU­ial hr.-ft:k--F, ASTM F 1249 WVTR-Pass. ASTM D3985 Oxygen-­P;is,,� ASIM E 2190 I.G... Dumbility-NoFog-Pass. (Subntftied tinder pretions A50A.Vo. 15-0409. 05) 6, Qua= Part Durase compbring with ASTM C518 Thennal Conductivity 2." BTU -in/ br_-ft1:-'F, ASIM F 1249 WVTR-Pass, ASTM D 1434 Argon Parmeance-Nw ASTM E 2189 IG_ Durability -No Fog, ASTM E 546 Dew Point Devekp=W -2(rF in 48 hm. (Subm#&d underNOAX6. 15-0409.051. 7- Vision Extrusion& Ltd. Parts compl)ring with PVC-AAN1A 303-13. Vokutary Specification for Rigid Polyvinyl Chloride (PVC) Extem Profiles for Vision Extrusmas, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Caftification. Piogram- (Submifted under,'V0.4 Xa I S- 0409.05) 8- Vision Extruss� L td. Part s complying with PVC ­AANIA 3 03 -13. fStibritiffed vnderX0AJN',P. 15-0469.0.�) 9- PVC-AAMA 303-13, Voluntary Specification for Rigid Poly�yl Cliloride (PVC) Fxterior Profiks for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration F-xtefkT Profile Cutification Program- 10, Notice of Acceptance. No. 18-1217.14 issued to Emergi Fenestration Sohitiom USA, Inc. for their '-Tan 3040 & light shade (uon­white�) Allite Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/04CI. 11. Notice of Acceptance No. 1"122.02 issued to Eneigi Fenestration Solution, USA, Inc, for their series ­Mlite Rigid PVC Exterior Extirn"s for Windows and Doors7_ expiring on 12- Notice of Acceptance No- 2"203.03 issued to Energi Fenestration Solution, USA, Inc. for their -Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for NVIndews and Doors", expiring on 04/1625� F. STATEXEEN-TS 1. Statement letter of conformance to TBC 701 Edition (2020), dated 04,22-20. issued by mamifamm, signed and sealed by Anthony Lynn lVillm P.E� 2. Statement letter of no financial interest and of independent. issued by mantifachm, dated 0411 &-20, signed and seaW by Anthony Lym NlfilkT, P.E. 3. Private Lgwling Ageernent document bietween PGT. dated 03130)15 and signed by all involved pwties. G. OTIRKS L This NOA revises NO.0 17-042(LO6 (PVT w/CGI) and updates to IFBC2020 (7*EditionX expiting 040-1,21- 2. RER. Test proposals. #19-1155 dated 0 11 10P.0 approved by Ishaq L Chanda. RE. expiring 04114021- E -5 �, t", O'� � , 11 1 Z' 41 lebAq L Chands, P.E. Product Control Unk Supervisor X0A No, 21-020f.03 Expiration Dow April 14,2026 Approval Date. March 2S,2021 ,NOTICE OF ACCEPTANCE: EVIDENCE SUBIffrTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 -1) Uniforin Static Air Press= Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic%Tind Pressure Loadingpff FBC, TAS 203-94 6) Foiced EnUy Test, per FBC, TAS 202-94 along withmarked-up drawings and installation diagram ofvmyl sliding gUss door, prepared by Fenestration Testing Lab. Inc., Test Rrport No. FTL &549, dated 11,064 5. signed and sealed by Idalmis Ortega� P. E_ (rest report revised on 12/044 5 and 02-1136) 6. Test report on 1) Air Inflitration Test. per FBC, TAS 202-94 2) Unifonu Static Air Presswe Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pre=" Loading per FBC, TAS 203-94 along mrith m2doed-up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Rrport No. FTL 95,52, dated 12,%15, signed and soled bv Idalmis Ortega, P. E. (rest report revised on 024 5�2016) 7. Testreporton 1) Unifinm Static Air Press= Test.. per FBC, TAS202-94 2) Large Miss& Inipact Test per FBC, TAS 201-94 3) Cyclic Wind Presnur Loading per FBC. TAS 203-94 along mrith marked -up dmmgs and installation diagrarn of vinyl sliding glass door, prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL "38 (samples A-1 thru A-22), dated I 119/10, silmd. and sealed by Jorge X C am, P. E � (SubmtNed tinder NOA Xo- 11- 0107.04) 8 Test report on 1) Air Infiltration Test, per FBC, TAS 12022-94 2) Uniform, Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94- 4) Large Missike Impact Test per FBC, TAS 201-94 5) Cychc Wind Pressure Loadingper FBC, TAS 203-94 6) Forced Entry Test. per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vmyt sliditig glass docc prepared by Fenestration Testing Lab, Inc_ Test Report No- IFTL 6337 (sampkes A- I thru A-5� dated 12,W?10, signed and sealed by Jorge A. Czm. P. E. (Submiffed tinder NOA Alo. 11- 0107.09) C. CALCULATIONS L Anchor verification calculatons and structural analysis, complymg with FBC-2014, prepared by PGT, dated 1109,11 Sand last inrised on 02JI 5,116. signed andsealed by And=yL Min", P.E. (Submiffed tmder�V,0.4 Xe.15-1210.01X 2. Glazing comphes with ASTME-1300-09- Ithaq L 0kands, PX. Product Control Uait Supervisor NO& 7 .So. 1.1-0205.0j ExpiritionDate- April 14,2026 Approval Dat*3 March US, 2021 E _21 PGT Industries, Inc. NOTICE OFACCEPTkNICT: EVIDENC`E SIUB-Hn[TE 3. New ErMence Submitted A. DRAWINGS 1. Drawing No. AED-M,570�0 Rev B, titled'Tinyl Sliding Glass Door NOA (LM)", sheds I throug2l 21 of 21, prepared bymanufactumir, dated 10/05./15 and last reirised on OMI.-21- signed and sealed by A. Lynn Miller, RE. Note 11M revMion consists replacement of existing installation screw with flat head- B. TESTS 1. None. C. C.41CITIATIONS 1. None- D. QtTALrIY ASSITFL4,NCE 1. Nlfiami,-Dade Dep of Regulatory and Economic Resoumes; MER)� E. ILAXERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Karn-ay Avaerka, Inc. forth& "Trosifelt, Ultraclear, Clear, and Color PM3 Glass Interlayers"_ expiring on 07,08/214- 2. Notice of AcceptanceNo- 17-0808.02 issued to Kmray America, Inc. for their "SentryGlast, (Clear and'"Ute) Qass Interlayers"_ expiring on 07)DUI 3- Notice of Acceptance No. 194106.10 issued to'Vision Extrusions Limited f" their "Brown Coated (Painted or Lamina ted) Wldte Rigid PVCExterlor Extrusions for Windows and Doors7, expiring on 0913OP-4. t Notice ofAcceptance No, 19-1106.11 issued to Vision Extrusions Limited for their series "AT 1000 Tan 202 and lighter shades (Nou-111hite) Rigid. Cellubr PVC Exterior Emmasions forWindows and Doon-, eqitjng on IV29?21. F, STAMIENTS 1. Statement letter of conformance to FBC` 76 Edition (2020), dated 02/01,21. issued by nmi acturer, signed and seaked by Anthony Lynn Miller, P.E. 2- Private Labeling Agreement dated 03,0&'21 between PGT Indushries. Inc. and CGI Windows and Doors Inc.. signed by Dean X Ruadr� P.E., VY. Engineering. on behalf of bothcm*anies. G. OTHERS L This NOA reAses & renews N0.0 20-0429.05 (PLA w,/CG1), expiring 04114,26. 2. Me current associated PLA CGI fik- #21-020.5.01, oq*ing 04/14/26. E -6 I � t, -,I f ! / 4 n_�, Ishaq L Claamb, P.E. Product Coubvl Unk Suptrrisor NOANNo. 21-0205-03 Expiration Date: April 14,2016 Approval Date- Marth 19, 1.1021 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB111TTED D. QUALITY ASStJRANCE 1. Maud DadeDepztmemt of Regulatory and Economic Rrsomrces (RER)_ 1. XXTERLAL CERTMCATIONS 1. Noticeof Acceptance No. 1�"528.14 issuM to Vision Extnision Linited for their -*AA%k# Rigid PVC Exterior Extrusiows for Windows and Doors7, dated 0811 3A S. expir* on 093W19. 2. Notice of AcceptanceNo. 16-0920.09 issued to Vision Extrusion Limited for their ­VE 1000 Tan 202 and lighter Shades (Non-Mikite) Rigid PVC Exteiiar Extrusions for W- Indows, and Doors". dated 11108116, expiring on 12d29.a 1- 3. Notice of Acceptance No. 1."528.15 issued to Vision Fixtrusion Lignited for their "Brown Coated (Painted or LamJuted) N%Ue Rigid PVC Exterior Extrusions for Windows and Doors", dated 08-113115. expiring on 09,30.C19. 4- Notice of Acceptance No- 16-0712-02 issued to ENERGI Fenestration Solutions USA, Inc. for theff "MAY 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Exh-usious for W- indows and Doors" dated 094 5.16. expiring on 02,104121 5. Notice of Acceptance No- 1"712.0-4 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for W, indows and Doors" dated 09115116, expiring on 04,116aC. 6. Notice of Accepta= No- 1"712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors- dated 09/10,4 7, expiring on 01229118- 7. Test reports No(s). I 0-M-792(A), 10-06-MO527, 535753-09. per ASTIVE-84, ASTIVM 1929 and ASTIVD-63 5. issued by EXOVA to Vision Extrusion for cellulosic composite material. (SubmhYed underX0_4Ao. 114107 04) 8. Notice ofAcceptance No. 14-016. 11 ivAied to Yauxay Amtiica�, Inc- for their "Seittn-Glast (Clear andAlhite) luttria)vr". expiring on OPO4/18. 9. Notice of Acceptance No. 16-1117.01 issue�d to Kuraray America, lac- for th& "Tresdolt Ultraciear. Clear and Color PVB Interhyers-, mpiring an 07,08/19. F. STATEMENTS I . Statement letter of conformance with FBC---"4* Edition (2014) and FBCAOEdition (2017� issued by mauufaMm, dated 08/14/17, MWd & se-Akd by Lynn Millier. P.E_ 2- Stat letter of no financial interest, dated 0411&17. issued by mantifacturer, signed & sealed by Lynn Millal- P1, 3, Lem of lab comphance, part of the above test reports. 4. RER_ Test Proposal No. 17-0387, dated 05�05(17. signed by Ishaq Clmida. P.E. G. OTHER 1. Notice of Acceptance No. 15-12110.01, issued to PGT Industries, for their Series 557 012770" Vinyl SWing Glass Door (Reinforced) - LAU", cq*ing on 04/14,2 1. E -3 I-Aaq I Clwada, PX. Product Control Unit Supertiscr NOA No. 21-41.0.11.03 ExpirationDatet ApriI14,21026 Approval Date., A13rch 15, J221 .6.0 CD a) 5D —CD 2 =3 ­0 (V (D 0- 0-0 2 0)0 C5 = CD =3 -0 CU 0 0 _CU -0 -= Fn C 0 = 2 5- a 0 (D 3:: CU C 0 .0 M U- ",_ 0 — CU > M (D Cn E 2 CU f M11 14 Z Sri LAJ CZ LA_ C-4 3 C cu 39 472 E cnL. QD E :3 MENEEMEMEN co 0 :3 ee`10 0 U) 0 0 Cf) CU M CU Uj < (3) Z Z a_ SHEET NO. PA 1A August 10, MIAMI- MUMI-DADE COUNTY bwAa� PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stmt, Room 209 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www,miamid*dLggy_/Lco_nomy Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seff1mer, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 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. 1, dated 03124103 and Drawing No. LT4612, titled "Casi-Crete 4 ", 6': & 12 " SCOPE: "Cast -Crete 4 ", 6 11 & 12 " L intel Safe Load Tables ", sheets I thro ugh 3 of 3, prepared by LT4612, titled "Cast -Crete 4 6" & 12 " Lintel Safe Load Tables", sheets I Lintel Safie Load Tables", sheets I through 3 of3, last revision dated 06112114, all This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 of3, prepared by Craig Parrino, P. E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P, E., on 08119114. Ile documentation submitted has been reviewed and accepted by Miam i-Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P. E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012, B. TESTS (AHJ). 1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and B. TESTS 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared 1. None. C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Cast -Crete LinteLv, dated 05129103, 20 7 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miand-Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P. E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Casl-Crele Linlels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed andsealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: (Cast -Crete) 4",6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Detafls", sheet I of 1, L Quality System Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letterftom Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parriiio, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last z Cast -Crete Quality System Manualfor Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1, None. MISSELE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturees name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, tilled 1. None. B. TESTS "Cast -Crete 4 ", 61' & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None. County logo. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Aflami-Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. iitny'A. Makar, P.E., M.S. _,-,41elmy A. Makar, P.E., M.S. C:�:,/Helniy A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. ogu�c�tControl Section Supervisor Pr Cuct Control Section Supervisor Product Control Section Supervisor &_� �. NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 CWOUN" Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/1112023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 09/20/2020 Approval Date: 08n0/2020 Approval Date: 08/2012020 Page I E-1 E-2 E-3 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 Afiami-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 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT461Z titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 oj*3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversionfor a name change. _64feYm—y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08120/2020 E-4 Cast-Crgte 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. Mone. 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 FloridaBuilding Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed& sealed by Craig Parrino, P. E. Cl- Hetiny A. Makar, P.E., KS. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 09120/2020 E-5 Cn —CD > 2 a am) C0:1- co 2 ca 0 0 0 = ca. C= 0 3i: co C 0 LL .I.— 0 M > Cn E 2 CL C U -0 40- C C/) < z z W mi C= CL. CL C= C14 "In >< Lz CX. M C:2 am W r= a) E Cn E CU 0 0 L_ CL CL U 0 0) CU Cn CU LLJ < Z z CL August 10, SHE T NO PA 1, 5 - -- -- IL E Co- �- I 2 n=ICT VV41,11AMM n?D= 140, 2&0=.Ol 3 /Z:: IILIEC'01w\�- I/i:,--LT 11111`1111c� / TILLIT` TESTING A ENGINEERING CC I -VATTM-k TILM JR., ?I. -- 1. I -- 22-WT REPORTS; Large missile Impact and fatigue load tests were performed under Protocols TAS L MAIERIAL CHARACTERIST[CS ANDSPECIFICATIQNSe Shall be strictly In accordance with General Notes and Components indicated on TILLff TESTING A ENGINEERING COMPANY . -. -- . -... -..- ,�!�t-47 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing WAUiILA. -&LIT. JIL, P.L. 111teco@40I.Coin PRODUCT EVALUATION RE TIT PP I*- bt. 44 - n ClL Li-- M. WWII, as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of IL'A.LkWTNNT.,sWLi9 Testing, Inc., Reports # 96-669 dated 08/09/1996, #96-570 dated 0911811996, 26, of Product Evaluation Document (P,E,D.). drawing No. 20-176. RODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three Signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1 998 and REPORT NO.: 20-0727.02 # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7-- LIMITAT11ONS AND OF USEu DATE: J uty 27, 2020 REPORT NO.: 20-0720.01 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by OC Metallurgical, Inc,, dated March 13, 2DO9. on sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thru 18, Indicated on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT SUIB-CATEGORY. Stomn Panels PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tifteco, Inc. and signed and sealed by Waiter A. Til Jr., P.E. PRODUCT SUS -CATEGORY- Storm Panels MSTRUCTURAL ENGINEWRNQ�C=11LAJLM; 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel defined on sectIon I e2O.2 of the Florida Building Code. MANUFACTURER. GIC1111111111[ P length based on rational and comparative analysis, and In accordance with section 1616 ofthe Florida Building Code. CaIGulations prepared by Tifteco, Inc., 7.3. Product shall only be Installed Into poured concrete, concrete block, and MANUFACTURER: allobal roducM.UC 4800 S.W. 51 Street 4800 S.W. 1 Street dated 11103/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P E. wood frame structures. Davie, Florida 33314 Davis, Florda33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Waker A. Tillit. Jr., P.E. (System I MISSILE IMPACT RESISTANCE Large missile Impact under section 1826 of the Florida Building Code, as per TAS 201 Protocol. Product Evaluation Report prepared by Wetter A. Tillit, Jr.. P.E. (Florida License No - 441 67), President of Tilleco, Inc. (Florida CA-000671 9). 1. PURPOSE OF EVALUATION4 This is a Product Evaluation Report Issued by Walter A. T1lIlt, Jr., P.E. (System ID # I 906) to the Global Protection Products, LLC, Rule Chapter No. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61020-3, Method I D of the Florida Department of Business and Prolliesslonal Regulation. 4, VVIND LOADS R-e$ , hVA N -QL- ,ffilr4oliftit', 14,* A - T144/, op,,�*P� - 7 51020-3, Method 10 of the Florida Department of Business and Professional Regulaillon. This product is being Issued an Evaluation Report as described herein, has 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15, , fj�"Z`.- -- �� Dlj� - -.1 . -------- I 1. -�- This product Is bsing Issued an Evaluation Report as described herein, has and been verified for lance in 16, 19, 25 and 26 of 20 of Product Evaluation Document (P.E.D.), drawing No. , -'.! To 1. , - ,;!;;---- %o 4 -3=5�,"-- ** and been compi accordance with the 2020 Seventh Edition of this Florida Building Code, and to verify that the product to for the purpose Intended 20-170. Maximum Anchor Spacing shall be as indicated an sheets 8, 9, 10, I 1, -1 ---- r-,-*,,-- ---!� -?"�e:3,,*�. 01 verified fbr compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. 14, 15, 17,18, 19.20 25 and 26 of 26, of Product Evaluation Document (P.E. D.), STP -- at least equivalent to that required by the Code. drawing No. 20-176. "I / W2?.c,*- P-4C � 1115 .." N!'% , " �11 This Product Evaluation Report shall be subject to review and revision In case of 5, INSTALLATIONo %,,,1110101- - Xw- "111111111wIl" This Product Evaluation Report shall be subject to review and revision In case of a Bufkfing Code change that may ~ its limitations and conditions a Building Code change thart may affect its limitations and condillons Installation shall be performed strictly in accordance With details indicated on 2. EVIDENCE SUBMITTED: 2.1. PRQQUCT EYALLIAMN. DOCUMENT (P.E.D.It sheets 3 thru 7, 10 thry 20, 23. 24 and 28 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as WATILL D:I TILTECOADMON REICOROSXP� E. REIRORT.20 I, GLOBAL PROTECTION PROOLICTS. LLC t 20 GAGE GALVANIZED STEEL STOW PANEL% ORWO 9 MI FS % REPORT 0 20471AW 2. EMDENCE SUISM11TTED: 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 &t-PPMUCTEYALUATION DOC MENT .� sheets I thrut 2e of 26 prepared by'ritteloo, Inc.; signed and sealed by Walter A- (P. E. D.), drawing No. 20-1 76. Drawing No. 20-1175, titled"24 GAGE GALVANIZED STEEL STORM PANEL", Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part,9 6 I I A,Jp�ltlj Poll I "I sheet& 1 thru 18 of IS prepared by Tilteco, Inc.; signed and sealed by Waiter A. Evaluation Report. 0%%% 1%, - N:,q�,;0,k..TJj.J %, ,�%%Wl�lllt %#- T14 , 14;0 -;.. I.../, ` N,� Tillit, Jr., P.E,; dated 07/2712020. This drawing is an Inte%#A;nV?#,1Is . , . , Evaluation Report. , , .. ... #,\ . . 11 . 1 44F - I , " , - . L,\C - I- 1* C.- '..? 1�1-10-14- -n��'- - -, ­ 1. � -- - 1 01' , ... -- , , J Nse *.. .1 .. or , ..,--. *. -T- �-- 4 . . - - X. �-1 :--1 N A rl%� - I - :..,4i;?% � , 1. It Z�tif& , � -,? --,- - - C'EN '**, , - K .1 I . * - t . - �- , -S--� , 04 187 .. , , -. , , * N 14 - -- �-44167 - - .: - - - - I -: . -77 - -7 . ,�, ti�-,�� I � , - I - - � - --�- - -- - . - - - --- -44167 ** s 1IW `� I- � .0, *.. : . . A .�- it : a - -, - -: � -In'. ,-.-! -- . I V� % - - r ti- " 0. . - * :*= -� 7 ��&- �� I . 7 SIATE OF = / / 1 -CLI.- �-*Xl - ,I, "tOR10".. 1, . , . . * .*= I 2-t,4� - -, t ., / ' I *. E OF .k . 1 ; �-e, - 40F.InN ,* y... ,-,.- -,O;.,, , %. r�--... .." � tV *1 .. �'. At R 1, , .. 6355 N,W. 36th Street, Suite 305, Miami, Florida 33166 - Phone- (305) 871-1530. jsii�lftgl I FKII 0011i"IHO-1, I -,,,,;,, 1 U N A I. I- �e ,,p,I,lIII%,,T*A ... ... ..�--- 61 55 N.W. 36th Street, Suite 305, Miand. Florida 3 3166 - Phone: (305) 871 -1 -1531 11 11 " 111ifIfIllIk011, I rANERAI- Harl!E& 6KA,811-29-00i SAW I STORM ".. . M M."'EVALTATeON DOCUUM (P CC) HAS SEEN VERIFIED FOR COMPLIANCE N ACCORDANCE INTIN THE 7020 QM rtimos) OF Tic noRDA succoNG CODE: DESIGN WIND LOADS SHALL WE DETERMINED AS PER SECT" 1620OF THE ABOVE MLNT104ED CODE. FOR A AND SPEED As 'MURW V THE "4wip. Trim T.M SHUTTERS. VNIF Or INSTALLED AMO . A DNECYKX%ffV FACTOR Ad-035.11SAW ASCE 7-16 AND SHALL NOT DlMO THE MAGIAN (A,SO) OESIGH PRESSURE. FATINGS INDICATED ON SHEETS I THRU 17, I., 15. 16, 19 6 20 IN ORDER 10 WW*T THE ABOVE CONDITION, ULTIMATE DESIGN AMD LOWS ODTAMWZ PER AXr, 7-16 SHALL K FIRST REDUCED TO &SO OLV4N WWO LOADS By MULTIPLYING T .HEM By 0 IT IN ORDER TO COMPARE THIM Wif MAX (ASO) DIFFIROM PRESSM RATINGS INDICATED ON $HEM I THRU 12. 14, 15, TO. 19 & 20 IN ORDER 10 VERIFY IFAT AWOORS ON THIS RED AS TESTED WOM NOT OVER STRESSED. A 33% MITEASE FIX ALLOWABLE STRESS FOR WORD LOADS WAS 9M USED IN THUR ANALYSIS. FASTENERS W.ACING to WOOD HAS SEEN MT"MWD IN ACCORDANCE WITH RIO.S. 2016. 57ORM PANO.'S IDEOLOGY FOR WRACI AND WIND RESISTANCE K45 BEEN VERIFIED IN ACCORDANCE WITH SECT" 1626 or THE ABOVE MEK104FO CODE AS PER HURRICANE 04OWURW, III 7ESTFW INC REPORTS 26, See. 96- 570 a 90-730 AND FENESTRATION TESTING LAB INC, REPORTS IF2032 & #2126 . AS PROTOCOLS TA6 701, rAS-202 AND TAS-203 AS WIDUL AS AMERICAN WEST LAB Of SOUTH FLORIDA REPORT 002 , 9.01 -09, AS PER IAS 201. WAS 207 AND WAS 203 STANDARDS 2 ALL ALUMINUM rKTRUSIONS TO BE GW3-T6 ALLOT AP60 TEWIFER (ONUS'.& OTHER",% NOTED) SEE SHED Z I ALL ALUMINUM SHEET METAL USED At CLOSURES SHALL HAVE 3105-HI4 MACY. 4 ALL STM SHEET MIEIAL PANELS SHALL HAVE STRUCTURAL QVAUTY STEEL AM A-03 GRADW 50 "RAW. G-W GALVANIZED STEEL DESIGNATION W/fY- S4 5 kir (AFTER ROULED) 5 ALL SCREWS TO BE STAORFS3 STEEL 304 OR .SIG AIS SWAIM OR CORROSION RESISTANT COATED CARBON SICIEL AS PER OIN Scioto w/ bo its, YIELD STREWFI AND So 4w TENSILE STRENGTH III SHALL COMPLY W/ FLORIDA, BUILDING COVE SoCTION 24 IF 3,3' 8 SOLIS TO BE ASYM A-307 MVAW.ED STEEL. 00 A61 W4 %rAV$ "AftISS VFEL IMY4 36 W wriLmum �rl.V SI%IWVH 7 ANCHORS TO WALL $HMXL BE AS fOXJOWV� (A) a LNZft..rQUffJV--QOPt7(TE - I / 't TAKON ANCHORS AS MANTOACTUR'D BY I r* WILOO. IN( (M.#- 1'-�192 Wis.) - 1/4! I . 1/8' CAL9-IN AHQ4011%. AS MAWALWAVURM BY DEWALT INC (MIN, fc-X= p IF I,) 1/4*. 1 3/4' SCLID-SET ANCHORS. AS DWRVJW Ily ALL FOOT! SCAFW, BOLT Js SPECIALTY CID (Mn ,�_3000 PX,.) - 014- 10 PANLLAMFr FEMALE to & PANEIMAIF AUS ANCHORS. AS MANUFACTURED Of ELCO CONSINUCTiLIH PROCUCIS (MIN 1, -3330 P-) - 114-0 er TAP-GRWP ANCHORS, AS MANUfACtURTO Of TRL-W CORFORATKON (1*­3600 psi) A 1) MINIMUM EMBEDMENT Of TAPCON ANCHORS INTO MIRED CONOWDE SHALL. GL 1 3/*'i 2' FOR PANIFtwTE FENNE 0 AND PAI"ALF[ PLUS AND I 1/4- FOR CF TAP -GRIP ANCHORS A.7) CALK-04 A WLAO-SLI ANCHORS 5-AL HE EA=t"D I/O- INTO THE POURED CONCRETE NO EMBEDMENT fRID STUCCO SHALL Of PERMITTED 1 14� 0-20 SCAM USM SHALL SE 1 1/2- LONK: MINIMUM SHOULD STUCCO EXISI. FWD It MINIMUM FOR WALLS WWM 40 STUCCO. AND IANY OF HEADED WRENS ON A" THREADED SCREWS W/O 91EAD BUT WITH WW. NUTS A 31 IN CASE THAI PRECW SION' . PRFWI CONCRETE PANELS, RAVERS. STUCC.0 OR WOOD BOARDS BE FOUND ON M EXISrNC WALL OR FLOOR. AWITORS SALL Of LONG ENOUGH TO REACH THE ". STRUCTURE BEHIND SUCH PANELS AMCMORA" SHALL BE AS MENTIONED IN A 1) AND IN A 21 (8) !Q,EEX19 C�Wlt 3"CM-1110111 A51M-"- D /4: 0 TAPOON ANCHORS AS MAhUFACTURIC 01 I 7 0 StAUNEX. INC - 1/4 . 7/9' CALK -A ANCHORS. AS MANUrACT)REO M DEWALT INC (Mill r*T-1500 p-) - t /4'0 K 3/4' SOLKT-SD ANCHORS, AS DrSTINSUFTED By ALL POW SCREW. BOLT & SPECLALTY T.0 (ON C-low P..") - #?A- I 0 VANCLAIATF FEMALE M AND PAINELVAti PLUS AW#FORS, AS MANUFACTURED BY, ELCO C(mFft-cT" PRODUCTS (MIN rt-2071 p-) L'od _ I /4 0 GF YAP_GRIP AMCHCRS� AS MA%UFAC7URFD By TRU FAST CORPORATION . 'Al 111�;,. MIT MffeMVM EMSEDMOTT OF TAKON ANCHOPS. FLCO ITANELMATIES AND Or tAP-GRW ANCHOR. two IK CIO a , BLOCK JNFI SHAU BE I I/*- I .., 83) IN CASE THAT PRECAST STOW. CA PRECAST CONCIRLIE PANELS. SPUCCIU 00 WOOD VIOARDS BE FOUND ON THE DUSTING WALL, AWHORS SHALL BE LONG ENCH)GA TO REACH Tisk MAIN STRUCTURE BEHIND SLICH PANCIS ANCNORW SHALA BE AS MENTIONED M 0-1) M40 IN 82)� (C) 7QJAWH%IL-WM -M& MUM"3%ffL,k-n-=JSS.1 1/4'0 TAPCON ANCHORS . AS MWUFACTURED BY I,' W, BURD(A. INC - 014-10 PANELMATt FEMMILL 10 AM PAIMELMATE PLA ANCHORS 05 MAWVLAACTURED Wr ELOD CONSTRUCTION PRODUCTS - 1/4-0 LAG SCREWS PER IT O.S. . ?/To'* - SA, WOW PUSHING. AS 067RARM By INI POW SCREW. BOLT a SPECIALTY Go C 1) MINNMUM THREADED PENETRATION INIO WOOD Or TAPCON ANCHURS SHALL Dr I I/?- AM ?- FOR E,CO Fiftawrt PLU- AND PAWAMki FEMALE to C 2) MINIMUV THREADED PENCTRAPON Or LAG SCREIT, IWO ME WOW FRAME UNIT SHALL BE - i/2- "a THtEADEO PENDRATION INTO STUCCO SHMKi K CONS4011NO 03 PART or THE RECLINED INACADED vDACTRAIION, C 3) MINIMUM EDGE DISIAWC OF LAG SCREW$, tMIO WOOD SHALL BE AS MosrATED IN 7415 ORAWING C 4) MWAIMIJIM PENETRATION OF WOOD GUSHING SHALL BE 5/6* 1/4w IT-20 SCREWS OED SMALL K 1 1/2* IONIC; MINIMUM SHOULD STUCCO DIST AND 7* NOMURA FOR WAILS WITH NO STucoo C 5) IN CASE THAI MEC" STONE. OR PRECAST CONCRETE PANELS. STUCCO OR Wow BOARDS IK FOUND ON THE LX15TR%K; EG CTURE BEHIND SUC44 PANELS ANCHORAGE SHALL JR MENTIONED IN C 1) C�J) Fit C 4) (0) ANCHORS, SHA� 91 INSTAILIFI) FOLLOWINK AL.L Or THE FIFOMWINDATIONS AND SPEWICCAIIONS Of THE ANCHOR'S MANUFACTURER 6 PANELS MAY ALSO SE INSTALLED HOWORTALLY FOLLOWING IRST&LATION DETNLS SHOWN OFT SECTION 3 TKNGFJGH to (SHEETS 4 THROUGH 6) I3tCFM *44t W-Nim 2) A 9) stou Not 1K USED 0 3 SHALL OF INC RESPOWAWrY OF THE WAIRAcloot to vEmy " s"o"m OF THE %rRvcvm wNERE SHUTTER IS ni K ATTACKED TO INSURE POORER ANCHORAGE THIS SHJTTER SHA,t ONKY Of ATTACHED To CONCRETE, ELMIC OR GOOD FRAME ULMLDWMS $0, EACH REGULAR SIORM PANEL Ott. LENGTHS 06U W-6 THROUGH IW'-4'. AS PER SECTIONS 0, 6. 9 G, 10 AMC ALn-RNATUM OW, WIN At ION ON SHEETS 3, 6 A 12 CTATLY. SIWL MVE A LECAULE NO RrAOILY VISIBLE MARKING 04SMUCIM OWNER 00 WHANT TO SECURE PANELS WIN APPJICAOLf REINFORCEMENTI DURWO PCRIOVS OF HURRICANE WARNING I I ;HE INSTALLATION CONCRACIUN 15 TO SEAL/CAULK ALL STAITTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS OOSIACT WITH HE BUILDING To PREVENT WIND/" INTRUSION 12 STORM P44EL INVA"TION SHALL COMMY WITH SPECIT 04DICATED 44 THIS DRAWING PLUS ANY WLC4NG AMU ZONING REOULAFONS PTIOVICIED err W JUIRSDICTION WHERE PERMIT IS APPLIED TO 13 (a) THIS PRODUCT EVALUATION DOCUMENT JP-f 0) PREPARED r THIS ENGNMEER 15 GENERIC AND O(W3 NOT PROVIOL WORMAIMIN FOR A SITE SPECIFIC PRWEM, I . WHM t1i SITE CONDITIONS DEVATT FROM THE P E 0 (b) CONTRACTOR TO K PVWON.�45L[ FOR THE SELECTION, PURCHASE AMD WALLA1.)ON INCLUDING In SAFETY or THS PRODUCT BASED ON THIS P F 0 PROVIDED HE/SHE DOES NOT O(VIATT FROM III CCAIDITIONS OCTAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTIACTOR'S R(SPONSSO ITY IF) THIS PRODUCT EVALUATION DOCUMENT fti OF CONSIDERED INVALID if MODIFIED OF SITE SPECIFIC 04ROJEM SHALL WE PREPARED BY A FLOWDA REGISTERED ENGthUR OR ARCHITECT WHICH WU BECOME TrE EFIGAVER Of RECORD (E.O,R) FOR IN[ PROACI AND Woo Wu BE RESPONSIBLE FOR TINt PROPER LIST Ar THf P ED ENGINEER OF RECORD, ACTING AS A OEWET;RTro ENGINEER TO THE PZQ, ENGRIM. SHALL SLIMPT TO THIS LATTER THE SITE SPLCoRG DRAWINGS FOR R#,vWW (.) THIS PEO SHALL KIM THE DATE AND Oft1QkAL SEAL AND S9,14ATuRE OF THE PROFESSIONAL ENGINIER Or RECORD TRAY PREPARED IT I4 SNUFFER MMUFACTUREA'S LASEL SiVkU RE IoCATEO ON A WAXY vISiGW,E iOCAT,oN AT sToRw PANEL SHUTTER IN ACCORDAINCt WITH SECTION 1709,TV3 OF FLGMGA BUILDING CODE ONE LASU SHALL BE PLACED FUR EVERY OPIENOW LABELING TO MUPLY WITH SECTION 1?099,2 Of THE FLOPICA SOLDING Carx I THIS DRAW44G ShAll ONLY BE To #ntN1V,, OBTAIN PERWIS IN THE STATE TILORIDA I . - 8.2) CAL-N fir SOL 'o-SET ANCHORS SHki BE f-MUEOVED 7/6' INTO TWIL CONCRETE BLOCK ( No : NO. 4 167 INTO STUCCO SIIALL K PILRMITTIM !/A' -20 SCREAS USED SHALL BE 1 1/2' LONG MINIMUM 'co � [CST. AND I' MINIMUM " WALLS WITIF W STUCCO. - it I .. S T ()F x4'... -TA �� lei R ) S� 'i�... �.Jtr .. ..!�� CONGATTE ANCHORS (lia SCHERILE OR, -- 1 04M a THROUGH 9) , I -1 1. i UZZ- W FLORIDA allILDING CODE (Nigh Velocity 14. cr* Zwo) A� ft'loo. At 20 GAGE GALVA34ZED STEEL STORM PANEL is IMMAN, or .. - .� r- -- / -T- ' / 111LIECO..., GLOUL PROTECTION MDUCM U.C. ""U"N'"' - QXR, -1 FORTS .1� AARL A. M'1X.)", P"c"T WNNXW&-`sA%. TAX 'UH 1011700 a 41- -..r.t, - - MANA, , "- RAN --11 20-176 Q`MAMc - I* .I wWi-- 1 !t.+ - .=. , . rLw ".", t.4", - 1 m . I . I .��,-;...l INSTALLATION DETAILS FOR REGULAR PANELS-Cl.-" INTO EXISTING POURED CONCRETE OR CON RETE BLOCK STRUCTURES OCkONFIE ANCHORS (SU on CoNcRottiviom I TNWUC. 6) I =1-1".',1`:SA- ,. -1, -­ ., , � ,� A CONCRETE AMCHM" L - , .4 [",�4 I -I (mc xwNwu ow" - , 4 E=Tm Poum - ... , ) �, 0 coNoRm troumm, " " "cm-41--= ow" .---\ 1: I _ . 10,111S. . . ., -)\ �� * . - - - � - I , - Mn -- , =1=0, 4 : I , . - I - , * % -, 4 , . I t/2 � . , ,�,�. I . - : � V - 1�11 I., � I � " " It= -- OE - I - --- I � . I --f--- I I'., 7'- '7 1/4 ---"* . I 101ME-.01 I '03 �-� i , _ , , 11 11161 - i -- _7 E V � �� - I I I ": I . - 'I - D.MNG PMAD ED. I ; I Z to. " , ! I , - 1 --4 ii, � ED, " "', 0 : � 2 2 EXISTING POURED - I.. I I a" I � : Q3 J _ -KOUWZD:, , IN't � 7 ,,, � � I 5 i ! 77" "I , I am, I I : � I -1 �A : I Na 9 I - : A ON= - : - I ,:qa - -T lrost�- I - ..". - ... I � DI I H, "ONA I I i .." -41 : -'smet -i I AWL - , . I I . i V 010011. ; I , I � I 5 VNIAN� .1 ! , ; I M.No. --I I., : 9 ; I ; i. i - -@ ! I ! : I I CC) ,� : I I t-, , �, -�� fe- �:,-�, -,'�' : � Lw,%W. 1 77,771, 71 I � 11 � I '.., : I 1 , I � AT � �,, I A 1511 , I F I ftft " I I III to. I 4 "MrIxe Lo ,; I" ;k : ;., (4.95"No MXM 1 IF ="an - �'- I =1 I � C.. 117 OR LLJ CONCRETE : I CONCRETE Stoc" I vs" Into 0 . 11 . CONCRETE BLOCK I atioumm i ,2 'Ir tt� e . - WCOO- I., " ',��L'I.t,"`, I"-,. -, :,��.:,:�,:,.-",��- ;�74-� * ! 1�: - � 1. "O , I I or ,��, , , CONCRETE �:, `rix.- . I I - J L� " � .. - =011,10 3/.-- ��, � REQUIRED To. ". AMCWM 4 ... . Q) .. -am - - , - COW" ANCHORI 114000111 W/ Sw ` 11 (tK 11041DIAL ON Ism $C$mxu ON "M -sn"La: ol 11 SAM 4 THROU11111 0) Smano a navOcs, $I - WA&& MWNTIINQ cn"NG An &M WOUNTNIC � %M,tii qm,; I . I - : . - : -- : A ir " wi- I -- I , ! '01 [ I : 1 44-qw. i 0- I i : i -�- � � - � ", ,� :�, i�-,4V, -Z, " .1 i '. I I-- � 'I X- �� , . ,%-,� , . =�*Uora �3/4�- 11 , REQUIRED - ED- - CONCRETE ANCHORS ,� TM wMa" ON ,\, TK"WM C111.111,11a "ITS a 10 mmmi -CITION ZA I Rfl SCALE 3/0-,. - I wow um 0 I.;iF S Z� 1 12 Ilr OC I I I I I& am ! �, .-I I. 10 I 0- : 9 TIT --.1 , . ..� I I ; . I I : 4 1 1 swr. I � - - I I u I .,�: , � ", � � �, ... � " 1 12 t/r 04 .�� I , i I I- r'now, I � I � 4 R:g�� , to "', , I Ll - - � CONCRETE BLOCA , �', RE06"M .,� ;=*�O Is- . W.7 - - � IV E, A r, - - 001. , ---?-- -- I 2 4VT i cgw r" FIT - 11 Iff PC I 01 I � .1 I ZVI. i It Ilr Tic ;1 . . I . �4 111. 'I" i , -�.Ofr T (�*-D .J -:", ,�-:,. N"L I , ,� I - 11 - III .-, 4 L�111- OF '. . -40 -�.Itkiyr Como" *X�,� , �� ". - A . '. ,GN., ON - ,J p eig ,.,-A - 9W *0 " sworro a "WoRom 9) OUIMSIELEMINfrm ALTER"TE ,1N!JW MOUNTING SMAU 3/9-1, SCAU 3/9.1* E.D. - EDGE DISTANCE CSEE SCHEDULE ON - SHiEM 5 & 9) I NOTE FOR CAIN&WX OF SECT ; TOP & BOTTOM MOUNTINGS CAN RE COMBINED IN ANY WAY TO SUIT ANY kINSTALLATION - GULAR A UFE SAFETY STORM PANELS (SCAU 1/2-I-) - , - - . � . � - I i5.1"- (TOTAL 101117114), - - , � - - � - - . � � . IS IN' (TOTAL WIDTH)- - .- - - 12.500- (EFFECTIVE WIDTH) - - - - -- - - . I - � - - . - - -.- I .I-.-- 1. - , . .. - -- 6.2w, - --- - I - I - . � - . a 1/4' I � -1 -- - - i � 7- - ! - I -W - �1-3NO, - - ,.3p. - -, N ,300 . . I N,.SW* I I" � � I "N N i I - 1,350' - I oow MR THEM 1.350- 1% I I . . I I ' - ' = - r ' '- "' - '. - I ,, STU, `,� ,< , * --I- - "--"*' � -7--4-, ov --- P- " �' 1� "A -- ON""A"BEE' I - - � - ARM 4-SU 11 -- f, , . ED' tl 1657- ~ 39 HENNAED . I t '� --; - = "t �J ,:. C BETTAIL 1 4 2,467- 0.036. ON THICK HLIMMED . le ,, I 1*1 r-40 ONY. Om I ' " r - , I GALVANCIED STEEL tw -�� - - -Tl� I � 7 657' 2 O�60 , 2!6-� 1 jHEMMW TYP AM A-4511 21 � � 14- .� - , TYPL I = = I SCIAL �! ,L [ I _ \ GRACE 30 MINIMUM DETAIL �T I I , TWO - - 1: EDGE G-60 4MY _1�'; , X W41L A "I 1:% .. . /40-81 AL A , 411LIF , _� --�---- - - � . - -- . � , ". I ---- I . . I - . - - . � 1-111 -i � I I , . - I �Sk- I 3SO , SC . - --G.250-- '-- . - I T 3101111,111 PAN @k END SMRM PANEL --2.18 - ,.", . i -1, ,r - ,^ �." " " -: I !" ! ,--, -­- --� - 2.187' AANEJ IS CNO LAP � " , 4 'Co. 2!: - 7bo, , 1/41-211. W1 4WAVU, fECE L , " . : go-M 1?f " I lo� a so= . AGE' It O. `­ ' 1 :125- So- SURFS i---- - I �' 11-r I I I 11 - "', ­� - - I , "! S SLID RVERD SA, STUD , --i - I , I To MR" 0 , , � L--, �- - I I to AMCUU :"TLC off �, :"".Z, ,- - - -stAZ ,-:�,- ,.w - 1 �2�---- OC I I , .SL, - , �, �', , It 1 093- � - ,` . - 2 11 _ It 0. �]; JWWW �n _1 ; _ h,.Z- r -�-]',� * MUL It .e -- , -, . . i 1 :2 "", ci�-� .. - , .,.3', . 1. -1 1--��,� - 2.125. 21DOO --- � *' " 501�',��Zj=-�- 2S* - An' .039' SEE // ", J I 1 - I . 1. -�- " I oo�: - 375, I , 14*i I '12,54. W" I - I , 1-1-4,� - - a a -) r r i I // - I.- .M.- - I I A I - . S' "" L ­ - 1. - t.500, - I -1 Soc--� 1 1 IV A ISOMETRIC VIEW MAIL ,/� L2 ". 31): - I 2-2.0130- - .�, ROuNDED CORNER WIT D4DS OF PANEL'S Ix a DID UP W/ HEMMED ratz, ANGLIE WITH STUD ANGLE VM (N.T S) (�) *h" HEADER (� RUN HEADER (�) AML (9 @ REMRSE STUD I - - I VA*n ; , SEE KT. - = -f--,l I/$- & 2/14 T , ; I ! I . . 10 "ME MR WOCATIO01 AT PANEL O~ 1 7 000" I � - M. Is' ,QNG . I 1 -21000, - rr. ALUMINUM ANGUE - - 0 , t I , M. I -- -? 1 407' 1 0113t &25' I I I -L- - 300' I. 4 - - . 2576 I - AN, 0SS* (�) KEY Har wAsmat , -.Deal O.Ow (PON.) ; ,- �ow GALVANVED STEEL , .. - I - - , - - i-.i, I I I , I , --- - I I � I r '37 I $10 I I , �.36'11 WIN .0 t11 ; I - " I A � � , -1 , 063'-� �_ :_ St. - JNAAC NICKEL III$ - - -1 "Ito .. .., 194-i OLTERMIPALY. UK WNC NUI NIQUIT . W"011l =11 101404. ,/r.". (.= . STEEL 04 NICKEL ftAnD STUD). I 91 TOP Woo PANEL I--.0 --- r---',, 37V /I 34, 1 � 1-� U. -11-- \ ', " �.Iii--. � ,) (------�, I ,,,, 1-*!- � I I ) I � ... - -0 I tii."", 81 -7� 3 -� I . r i .i �,� I = -.. I 0 KEY HOLE AT PAN ,374' Intl -1 Door r -­ - I I - -'.- I t4i'l. IF . g�,:- -A I I . 3�'. .062, i I � I . a2Z � coo. 1' - 2.*W - (j) Fir TRACK ANGLE 1�2. �Iw- aw I .. f �-f-t 1'. , r- i, I 1.67" I I --- r ['%. . , � O I is' � - ift4; I M (!R - 750' - -1 I25'--4.1%`-M 30. SCREW; I I STUD 111401TO to . ANGLE a 12 Ilr OIC I t 3w El *--, ,iot 1 � r I WIFFTE77TIT, 111111110r, k I -�-, - 11 Bull-OHNO INSTALLATION DETAILS FOR REGULAR PANELS(l) & a 00 CLOSM DETALS MR INSrALLMM IN FUM CONMIM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURE CONCRETE &= OR WOOD -IM 00 FAMOLMAIT rUMU IQ, commm acicft �, / VAUD FOR RIMMA UFE WM AND E-Z N" SM 9M MW It PLUS OR or UP -OW samu 04 " - Ws"'lot . , - � �.. . I ! a SCHINKLE: ON It"M a A 0) MIS A THROUGH 9) , , I 1 ,% 1� I �I - - n* i Min. 1- N ,,:-I-- "' I 11 I I (1W - ) A N . :." I i r- I V,�7.09k� -- � 1 -�, i - - * - I I � =-J"Arx-0,11- I I . WIC - " � , ,' - =I. � ,,-, -1 -,, C4) X- I � ED , ; I E4 =-P-=-%-- / r - T-0 . , , ACQUIRE, � � � �� : � � I I 1, I I 4) � . I haeff- - . : i - ,�, I - - I I L--0-(T a I IF,: I ! ,'.�i� 4 � =J .1 ,�41 �w,`-,] 1 �7 .1 .- I I I " : - . 4 1 a < 1-1 I # ". ;T - . r . :-�`-,'I'., , ; DUST I : r_- 111: jr-.. I � ,r I � OoMM"' I M , , �'.- - L . . - -J Q- 'I . I illp Glllff��) TW r.;i! RAI 4": 1 1 --. , , : . (1) ; I R i� `7 - - I-= -1�711,`- " � , �� - , - - � -- � sINNAN", I CONCRETE BLOCK : _;- I- : 5 REQUIRED. � (D I : I I i � I : i I , 11 SCALF II/M., I ; ." -�-- .-.w - As, I I .1 I GAL"7�polill) - A, ; "Kin, I 9 I 01.1 � is, � --� I -- - � ! AWAL" - -v -If-1 11 FIFItIONIUM, I I '0* * A - -VAr I � � - I r.a-%,. I I i mr.n. 15- IN I "" �" , I M =t A I I I I I I to , =I-*- 1!1 - 1. I 'c. =1 - i - -CD v� : - (�D-40%- . I �-�� , : 01 I ITT 0100, I i I i I rl: rr: - - I I I - /-\ I I -AR ...... 0 - i ,-4.(t, ,-.--,' .,. I.., 2t�.,,?," "'' ! I : 4'0-. 1 1 ESMIlin J ., 0 Is 1/2 0C -- -\ -T-0 1- . , I I � '. 11 I ;1 I/.. I / J I :1 �I�,Y��:a, , � - ,� , � : . ,,, ANT, . . � � I : � - E D I . 0 L -= CUVL,4 POURED M--"L--= CONCRETE OR � �, : ] � 1 " 41 I COW" 1101,00A , L t 0 '�, I car C IPLW RfOU." ,,.,, 1 EXISTING POUM : ,� ONA VALE 3/te.1- rALL 0 �IIWLANI ; CONCRETE OR ,� . E 1- I WAL 3/,�,- CONCRETE BLOCK I I - F REOUMED "; -, 7, Ir -- - � I I �- 4 -79 -- �11 JW1".^=W �,,- 072H.- - M! 7- OR -.10, CONCAN --t, - . A a= A. I - - -�� , 0111 9= - "I7 ", �v,N.� "�, ""."', -�' I fflo��M* ozz, � nZoA .... (�) ,-, L _� -,,,��',' &�,-,,�, � - I Corr sanum ON S"= a THROUGH 9) ��; I - � I SHUM 4 a 0) WA6 me!" (n-u.) � " WILD QUI OPUNTING . 9 I � - - SEEMS -% - I =R/K. 14 :-- "M TAX \ %, 0~ SPIAR- I . SCNLf 3/8. - O'DIAG AM. GO. I . - ay 7, I I / , Heo I lr�-- , 11 -� =Im= WJ . S=B0,5"W TIT New I- WOE . MUnES . vc ED. - ��.K.EJ'W] ~XAGANRIO , ITO" AL,VM. TUN OR I* . (41 LE , 0-0 CASE F (PON) 1-�. EXISTING STUCCO/ IF I WOOD PLATE SPACER '.7 1 SCALE 3/1 . I . .. -WOOD ow X : . �01 I . I " NEW I' WOE - VARIES . 1/8' " I ETC : , I � , ALUM ItUSE ON I' . VARICS -, I P I WOOD PLATT SPAM , ; P III BOTTOM MOUNTITINGS CAN BE , I " � � I BEHIND TRACK �', � : MBINED IN ANY WAY TO SUIT ANY . � i � ... )?. QONCAM VKHORS , I W (SEX SCHEDULE ON a ., �,' INSTALLATION QM4." t I 11HEM IT ) ]- , 1 -LAA:% C.M A. , --,-� �=- '"ADOIN .4� � V ; (+) I I 1. ..... .... - �. .." FLORIDA BUILDING CODE (1,02h VelocIty H cars Zone) - aciecom AAPIAX ---.- = T 0 I -.-= = To a .1 , OR 0.01111.1 I t12- W. CONCRETE BLOCK ; BOUN. IN 40E.0 `NAX : ., oom 111:11110% At, rp. 3 '. A * 20 GW GALVANIZED Stm STORM Pon ON � a a Q REOUWtD , WAWS .Mn 2 : .---: -- a- In X6. SE=N I TIT *:.. TIT (��-�: C-- ' -- - SCALE 3/s �\ GLOBAL MTECnON MWCTS, U.C. 0- -- - * --- am! . 3 -- -�- . , DETAIL FOR SPACERS REOUIRED A7 TOP Oft .� QfL " 111RIECO.Sic. .� .= SIT. $1 ~ 00'... PART. F. 3"'. 6 ... ... RIO".. W��r= ",w (9oA)a*-TIHA.,Rx, CAA)AN,-, BOTTOM TRACKS AQJACDff TO S111=1000 HANDS . ....... - I PAN In-Na, Efteme, IN, AL ' tA-Oowtt !M-i - i - 1 InTEN RUIT .T� IV FIX I M . FWPI06 UX I "I L �- " IFIM91 0 I -. i -v - I I P%lI0QUCrLVAI.I-A1r]QNREfflRTNQ. "27.02 2 Large missile Impact food tests ware, performed under SSTD 12-99 standard as per section 1600. 1.2of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared byAmorlcan Testing Lab of South Florida, Report # 0814.01-01 dated 03111102 witnessed by William R. Mohner, P.E.. Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largatespeda, P.E. and Henry Hattern, P.E. Large missile impact and cyclic loading* per Protocols TAS 201 & 203 as per section 1600.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 11 23.01-1 0, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. OCM-1198 by QC Metallurgical, Inc., dated March i3.2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No. 11OKM-11318, dated December 1, 2010 signed and sealed by Jerry Jaciollano, P. E. as per ASTM E-8. 2.3. STRUCTURAL f`lli ATInula. On 24 Gap Galvanized Steel Storm Panel for maximum panel length vs. design wind food, as wall as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tiltsoo, Inc., dated 12/1 8/10 and 08/27113 (Ibr this revision), signed and sealed by Walter A TIIIIt, Jr,, P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under &action 1609.1.2 of the Flonda Building Code, as per SSrD 12-99 Standard and TAS 201. 4, WND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shell boas indicated on sheets 3, 9, 10, 11, 12 and 17 of Fla of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 6,9,10,11,13 thrul 16 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Gallivenized Steel Storm Panel has been verified for code compliance to work as a non -porous, storm shutter assembly, as per SSTD 12-99 Standard. ,M01111171 A R A,',, I IF .... I IF 1. " > . -, 1/1 - . \AENsi -,�5 - - ,��\ - , .,/�g . % - , " * 74 -- -:��- - , � ' 4- '. = . ,44467 - S -;�,",Z, -2p�; - I/ / , 1� 1. OF .. `� , .. ."ZOR110, ..,* I k, 11 t�0511/ . I IF I'll, W01NAC, %% .�%Il` "Ifillonnott" , I [i�isioll(W*:V/.,Ipilr.140(11.1�)-�;�.):4%0,'fl'IWWT, I# 10 5. INSTALLATION, Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3. 6, 13, 14, 16, IS and I 8 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 8, .MATP-RIA"BARACTEM$nCIAMLS"XdE&ATK*&- Shall be strictly in accordance with General Notes and Components Indicated on sheet I and 2 of IS, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet I of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7-JAWITATIMS- A 7. 1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 or Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Titteco, Inc. and Signed and sealed by WafterA.T11111, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete. concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. 711111t, Jr., P.E. (Florida License No. 44167), President of Tilteloo. Inc. (Florida CA-0006719). WATkLL 0!%TILTFCOADMONRECOROak? E.REPORT.2C GALVANLEED BTFFL STORM PANEL \ DRWG 0 20-170 % 1/4. 2/4. 3/4. 4/4. 5/5, 7/5. 0W/10. 2W/10. 3W/10. 4W/10. +6/5 SIN/110, SW/111 & 7W/11 �3' MAX_ _. _._,---- 1 AW"ORIL FOR CONCI SEE SCHEDULE ON SHOrTS 0 & I ---- - 7-3, N`K- . 1, met MR WOW SCE SECT04 ON SHEETS 10 III I I I, MR, I - - 6 0 , 0 6 ---.. - - -- . -I-- --, f D.M..0-(�)-@.&T -�--J-�-.- -1--I----T-' I'-'- ' I ! i " 1, --- "-T--T-7-1--­T- 7 1 F, I . , � I . I I . I � 1 ; 1 1 1 .- .- 7, - I- i I I i F - i � 71 i 1 � I i a @-15D.O.W.-IF , - � T71 i r; I , I , , I , I i ! , 1 1 i ! 4 1 i I 1 I � � , ; E � a R � , - I i , , I � I ; i I � � i � - - . I I I t" � , I � I i , , I - I ::L i . - --I , i -- � 1. I - . .1 t . I 9 - , ". - - I ., - I L-L.L- . � . , . : ! ' I,' T T -T . , - , I I : i I I 1 N : 1 I I I I I . f i T4)1"1 ! I I T' - 1 � -, i, I - I 1 i ! , 1 I r ! " - ,- i , , . --j 1 : - I 1 1 - I � : i I I � I IQV - ! 1 I 1 I ; � � , ! ! I ! a J , . I I - I - -1 11 - - .- - - - I 5 , : � � - I ! ! 1 BOLT. PAWA.S W1 1/40-20�1^ 1 IUNWLTEO PANLL5 ' I I I � U.S. SOLT %�. 3/32* : :, (SEE SECTIONS AS i i I � I I 1 ILNUTS 0 LA. ! APPLICABLE) r � i � i � 1 ; ; � I , (SEE SLCTIONS AS APPLICABLE) I i ; I L � I , I I _ i , i i ' I I t 1-1 � , , I ! � I I A'. I I . I -- I i I - , I -A. L : I -1 - . [ I 'I � � --T- - I - ! I . i i r TO . I I I i ! � I � ! I I i , I � � i I I , I , I I 1 i I I ii � I , , � . 1 ; I I 1 , � � I i ; I I I ! I I � i , i I # I , i I i I � ; I , D.M.-@ - wi),- @ l i - . I -- I - � - !- I ,..-. � � --i.1 -1- J -- - --- � -- � i I - - is ; , � I I& I li� , 1441 0 lioi 12 �il !il I g, I *�- i , .I . , @-(i)-(�)-,@� &I '.. - � o 31 - , - I* New 1 /4, 2/4, 3/4, 4/4, 5/5. 7/5. - I. MoN -, � ,W/10, 2W/10. 3W/10, 4W/iO. � 6/5 SW1110. 6W/11 III 7W/1 I - ANCHORS FOR CONC-11, SEE SCHEDULE ON SHEETS 0 At 9 - -- - . ran WOOD S9 SECTIONS ON SHirm to I ,I - - LS 1) A Q ELEVATION N.7.S. 267, 1/4' M i .. GAP -J (W I * - OvEnif -1 wtcu VALLM 1. - " /IWO\ /15o\ " :_ - - . /'W"\ /,*"\ 1/4.. iL ..... / I-< '7 -'--/ Wooltmes "'--r-/ k I WA� \--/ MAX. CAP ?,� ........ ;� I . ... EN .... FLORIDA BUILDING CODE (fth Velocity Hur one zone)l CA) (D * ...".1" *. .son wast. ". rip - 1. GRAIN, Iff. . No 44167 " (MICE QLVANW STEEL STORM PAWL . : * -- AJ* ,. AT ---... I `- * . - AT W/m/3m 1 N T-S ` ATI S�- - -,� 4 11LIECO isic. GLOUL MTECMN PRODUCT!l, U.C. CAM .5'.1% � .* AMC is. a, wow . biat FL 213'. .. T-1--, . I. ra -a .1 i=�Z - NVAIL ow)��. `VA (0-)M-V" 20-176 �,-Qokii 0"--,- -1111-1. N, UNI/Oar a C.-anwIll f- �-. � CRANNIc - 'AL;'r .I P.L i - rM - 1 .9 11,131 3 0 20 . - I - I I INSTALLATION DETAILS FOR REGULAR PANELS(b & INTO EXISTING POURED QQNQRETE OR CONCRETE BLOCK STRUCTURES - - I #WHOM FOR CONC- IE SEE SCHEDULE 001 SHW 9 , PIRED - NURCID E'LIOEC. MR WOOD SR SECTIONS 0. SHEET 12 -: Cte� --w %&=U. . GCNXfPS ,I . : RED011111) IROCIT I PEOUAM ReOudin I: MAX INGN Q,UWLXP2 67' '. "W I CONCRETE AMOMM � I W, -1 WHEALF MILLLY) two I'110- (%U SCHEDULE ON . -- =:*-M=*-" I : ,� I =-=-Olm- 7 - - - I . SHM 0) I 9*r 0) swEr 9) : I- DA I F*11 114r -- I I � . 0 ;; IS11 I IF I ; P r � , � 0 � ; . a . I r A I I . i \ " , : I . . , + � �i , -- � J! : , � , ; 1� � - . " � i �12:i4 � i I i i I � . :, I I ! � . :q P! � : � � , . � I I I � i . ., � .i� � , : I 0 ,� - - . . :�, I ` , --- A � I _ I 0; I --JC24,\ Ii � I : ! - I , , , - � `� I , I li I 50111: I - ; i ': ; I I I I � i I I OF 'L* : I I � ! C - ,� I I 't I , I . I � I I I I I I ; , .� , ; : �-. -� , -L , � , *, - - .. I , I ,, ., . -- f 1, : ! .j i � �� �, ��, -, . , . -.1- � , : �� � - MAX , ' , i I , . I , ! ! -(3 .,Ll� : - a I � . t,'J 1 --7 , . " 'I'- -, - ' ­ - " --" '-- ,.�L� I " J , , " ­'� : I , i , I I � " : , I � � 6 ,,,4", ., .. ,4'�-*,!!�, � ; � . , 11 : �. � I , , � _�',- � : I � . 1 1-4-;ih`�" 7 ; , . I . I .,. I - kl� � X ll,��'. I � 4, ,,�� W .. ,� , , , � - I . I I : W--V-r i � tj I , . : : I #6 . I : I 1 - � TIT : � , ommo � � , 7 .. , . , .." � I I I , - 1, I �I r - I - I I i :;Ilr : � � I.- WVAMN To a i -, : & 1 4`07. � �4 , , I � � , � ", � -, , -1 - I I I- Amr. - I I : I , - I �I. I I .44 , I i . Fit , � I I I : I . � , , I. - , I I . I ; : * i I ! I � � - -, - , I - ! IN, - 40 ! � z I jw- i .11 , I . � 11 I � "I I ; � � : ! I I I � I . I I , , W, I . . I , , I ! , L I : , . I � I � I � I ; "L .; 1, W- A I 0 * ! , � I I I � I ! i - � - I .�-,- �* 5 ,- ;, -- -I- , � I is ;F/.---,� , , ,/.-.t,:xM _A+ I I z , IRLIS A !;, � - A. , I 11!1- I i I : - - - S. .r. .� I . , ; � � " I I WIVILI"O'EAC. '� ' i . I i a I � I , I . , , I I � I I i : � I RL i . 4 , : � I I , L , I . I I � I . i &ANN � I� I i I I I I .40 , i , ! � I : . I I . --- � 11� bt � , : . : ! ,I _ I _r - -1 1 1 * : I - . � � � i I , �- - � I I I , - I ; * I I , : � . . I I 11 I I I :- � , , I - I I i g f : A I � " - I I : � I i I ; I I I I I I I 3001 i � - ;_ 4 AW11" 3 - Zl.+- ; - � =.,I I . . �-w I S" . w-1 t L .0.0 L*1-11 I or "L a : OF %' ; 50% 3: Mo.. LkL a" I -7+ WW � Mu "., ;�, f,,,.,,,,, , � ' I wi. ANCHORS- FOR CONCRETE SEE SCHEDULE ON SWIM 9 ': f,,-.!�,. "r : �.,;; � . CP :,�r, T ... �. " i ; 1 "", , OF *L* I I 1 :., . . . , I � i I 3 1, I ,/. ,�:: � No - I - - - Poll WOW SEE SECT06 ON SHEET 12 � � - , , t , , . � � 11 : � -0 EL . I 1W I I 11 . ': " � , . - I . ", , RIEQULAII STORM PANW 7� : .1.1 ; 4& III ruyAmm Ir 09 I i I I I St4LE 3/3 .., � I I � - , �O "t I - [- &: , , I � 1 1/4' MAX. GAP ' - . � 1 F. ' . 11-A 0 12 � : - , , , , � , I - I I I SWI # . , � , ". , 'I, ,1/4' : :.� - I !/4'o-iWO%S/4' S.S. SOLT ,.� - f I (MIR OVERLAP -1 WHMIF WILLEY) . !*' MAX � ;�; el', ,-- (9, � W/ ?/=* AM NO � ,. F& - - - I --* I 0 , D, 11 I- I..-,.-- - I � ... I 011111il�T- ,. � - . 2 1 Oc. � CONCINIVE AN04M * 5 . �� ,;;..'I - . \-/ -\ I CONCRETE ANCHORS � (SEE Toctotaixt ON 1/4- MAX. GAP U . ��4:1011111i ANCHORS wmmu SHEET 1) Wow (2131W SCHEDAC ON ISU SCHEDULE 0% SHEET ir SAW 9) � 1 -= OWRC1r an ,+W air OR SFQM 1��,44f" ,W= an watom REOLAW am RECORD !Sol - OUNTING DIRM 6JR 06 DIRECT MR W" , MOUNTING 9 ItGUALlea 14ML46M SIR SCALE =- ", tm,p 318-t 1NM,, . X"'. - 16:. I ..... '. IFLOMIDA BUILDING CODE (091% Velocifty "Ll Gone Zone) - , : . I'm T.11M. AII STEEL STORM PAWL I'm I . NO 44167 '; i 2O GAGE GALVANIZED Do" 111 NOTE FJM CQM82AUQft-QL.SEGMQM , ED. - EDGE OWANCE *: * -- . --- - - !,� (SEE SCHEDULE ON TOP & BOTTOM MOUIPUINGS CAN OF S - -, OLOM PRWCTION PRIMCM. LW. ' SHEET 9) COMBINED IN ANY WAY TO SUIT ANY ", I t U lwlt� INSTALLATION. .. -1.0-4p 4000 S.W. I omw I � ... - - - , , �-- ��- 'HOMR, De, IMAL I'L =I' ... . F1 - .2 io 1. 1. C 7 -0 MUM = -.a. Z 7 -a. )M-ls.& TAX TNHNW-w 20-t76 ...... * / - - CAMITRI-WAX -�uww--, "A ,-"M,o . - 1-1- 'NAR.A. !- teemotift I Sol 'ro"11011/00"t am," A. GuJr a. 01 , - F21 F09 I I ; I , lutwo U, 1, . I 11 �zmwo wa I I -OARP 0) a) .I-- Cn -ffi a) -I-.- -a > C- 0 2 2 -'-- = a) c C co -0 a- . - .1-a (D 0 CD 0 -0- Cn -!-- (D -0 0-0-0 c 2 -2 -= a) 0 3- a -9 3:: C C .0 U- CU 0 -i.-a ,,- CU 0 > - 0 cn -0 E L- a) S? A2 W 0�. ..= CU ,O,- -00-0 a. 1- -0 .0 U) < L� < Z Z W mi r- - ( �/ = C*4 .0 I -a := CC 41 = �p LLJ -,CC 2 -= CL - C= X 6 " t- C3 , C= cc C, 01� - C,4 -e, Cc ),.< _; = LA- Cl_ .!2 - Cm I,.. U) -= C-4 -= W CM M .-M 2 " - W W :;;� 3: -a.= CU, In - .� 5 C= �: C= CD It), -cc !f *3: CIO M 39 W -= .P.2 L.) :, cut - C= = �;. . = 2 :,-, V, a= = M E a: tj -12 Cin .6.., " (1) (1) (1) ARC V111111-00 C/) 4-ma :n M > 0 L- CIA U) CL < -6--& 0 (1) :3 C: -0 2 CU LAAA CIA C.) a) a U) M " M :3 LU M < Z Z < -J (L SHEET NO. SH 1,0 Is- . W.7 - - � IV E, A r, - - 001. , ---?-- -- I 2 4VT i cgw r" FIT - 11 Iff PC I 01 I � .1 I ZVI. i It Ilr Tic ;1 . . I . �4 111. 'I" i , -�.Ofr T (�*-D .J -:", ,�-:,. N"L I , ,� I - 11 - III .-, 4 L�111- OF '. . -40 -�.Itkiyr Como" *X�,� , �� ". - A . '. ,GN., ON - ,J p eig ,.,-A - 9W *0 " sworro a "WoRom 9) OUIMSIELEMINfrm ALTER"TE ,1N!JW MOUNTING SMAU 3/9-1, SCAU 3/9.1* E.D. - EDGE DISTANCE CSEE SCHEDULE ON - SHiEM 5 & 9) I NOTE FOR CAIN&WX OF SECT ; TOP & BOTTOM MOUNTINGS CAN RE COMBINED IN ANY WAY TO SUIT ANY kINSTALLATION - GULAR A UFE SAFETY STORM PANELS (SCAU 1/2-I-) - , - - . � . � - I i5.1"- (TOTAL 101117114), - - , � - - � - - . � � . IS IN' (TOTAL WIDTH)- - .- - - 12.500- (EFFECTIVE WIDTH) - - - - -- - - . I - � - - . - - -.- I .I-.-- 1. - , . .. - -- 6.2w, - --- - I - I - . � - . a 1/4' I � -1 -- - - i � 7- - ! - I -W - �1-3NO, - - ,.3p. - -, N ,300 . . I N,.SW* I I" � � I "N N i I - 1,350' - I oow MR THEM 1.350- 1% I I . . I I ' - ' = - r ' '- "' - '. - I ,, STU, `,� ,< , * --I- - "--"*' � -7--4-, ov --- P- " �' 1� "A -- ON""A"BEE' I - - � - ARM 4-SU 11 -- f, , . ED' tl 1657- ~ 39 HENNAED . I t '� --; - = "t �J ,:. C BETTAIL 1 4 2,467- 0.036. ON THICK HLIMMED . le ,, I 1*1 r-40 ONY. Om I ' " r - , I GALVANCIED STEEL tw -�� - - -Tl� I � 7 657' 2 O�60 , 2!6-� 1 jHEMMW TYP AM A-4511 21 � � 14- .� - , TYPL I = = I SCIAL �! ,L [ I _ \ GRACE 30 MINIMUM DETAIL �T I I , TWO - - 1: EDGE G-60 4MY _1�'; , X W41L A "I 1:% .. . /40-81 AL A , 411LIF , _� --�---- - - � . - -- . � , ". I ---- I . . I - . - - . � 1-111 -i � I I , . - I �Sk- I 3SO , SC . - --G.250-- '-- . - I T 3101111,111 PAN @k END SMRM PANEL --2.18 - ,.", . i -1, ,r - ,^ �." " " -: I !" ! ,--, -­- --� - 2.187' AANEJ IS CNO LAP � " , 4 'Co. 2!: - 7bo, , 1/41-211. W1 4WAVU, fECE L , " . : go-M 1?f " I lo� a so= . AGE' It O. `­ ' 1 :125- So- SURFS i---- - I �' 11-r I I I 11 - "', ­� - - I , "! S SLID RVERD SA, STUD , --i - I , I To MR" 0 , , � L--, �- - I I to AMCUU :"TLC off �, :"".Z, ,- - - -stAZ ,-:�,- ,.w - 1 �2�---- OC I I , .SL, - , �, �', , It 1 093- � - ,` . - 2 11 _ It 0. �]; JWWW �n _1 ; _ h,.Z- r -�-]',� * MUL It .e -- , -, . . i 1 :2 "", ci�-� .. - , .,.3', . 1. -1 1--��,� - 2.125. 21DOO --- � *' " 501�',��Zj=-�- 2S* - An' .039' SEE // ", J I 1 - I . 1. -�- " I oo�: - 375, I , 14*i I '12,54. W" I - I , 1-1-4,� - - a a -) r r i I // - I.- .M.- - I I A I - . S' "" L ­ - 1. - t.500, - I -1 Soc--� 1 1 IV A ISOMETRIC VIEW MAIL ,/� L2 ". 31): - I 2-2.0130- - .�, ROuNDED CORNER WIT D4DS OF PANEL'S Ix a DID UP W/ HEMMED ratz, ANGLIE WITH STUD ANGLE VM (N.T S) (�) *h" HEADER (� RUN HEADER (�) AML (9 @ REMRSE STUD I - - I VA*n ; , SEE KT. - = -f--,l I/$- & 2/14 T , ; I ! I . . 10 "ME MR WOCATIO01 AT PANEL O~ 1 7 000" I � - M. Is' ,QNG . I 1 -21000, - rr. ALUMINUM ANGUE - - 0 , t I , M. I -- -? 1 407' 1 0113t &25' I I I -L- - 300' I. 4 - - . 2576 I - AN, 0SS* (�) KEY Har wAsmat , -.Deal O.Ow (PON.) ; ,- �ow GALVANVED STEEL , .. - I - - , - - i-.i, I I I , I , --- - I I � I r '37 I $10 I I , �.36'11 WIN .0 t11 ; I - " I A � � , -1 , 063'-� �_ :_ St. - JNAAC NICKEL III$ - - -1 "Ito .. .., 194-i OLTERMIPALY. UK WNC NUI NIQUIT . W"011l =11 101404. ,/r.". (.= . STEEL 04 NICKEL ftAnD STUD). I 91 TOP Woo PANEL I--.0 --- r---',, 37V /I 34, 1 � 1-� U. -11-- \ ', " �.Iii--. � ,) (------�, I ,,,, 1-*!- � I I ) I � ... - -0 I tii."", 81 -7� 3 -� I . r i .i �,� I = -.. I 0 KEY HOLE AT PAN ,374' Intl -1 Door r -­ - I I - -'.- I t4i'l. IF . g�,:- -A I I . 3�'. .062, i I � I . a2Z � coo. 1' - 2.*W - (j) Fir TRACK ANGLE 1�2. �Iw- aw I .. f �-f-t 1'. , r- i, I 1.67" I I --- r ['%. . , � O I is' � - ift4; I M (!R - 750' - -1 I25'--4.1%`-M 30. SCREW; I I STUD 111401TO to . ANGLE a 12 Ilr OIC I t 3w El *--, ,iot 1 � r I WIFFTE77TIT, 111111110r, k I -�-, - 11 Bull-OHNO INSTALLATION DETAILS FOR REGULAR PANELS(l) & a 00 CLOSM DETALS MR INSrALLMM IN FUM CONMIM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURE CONCRETE &= OR WOOD -IM 00 FAMOLMAIT rUMU IQ, commm acicft �, / VAUD FOR RIMMA UFE WM AND E-Z N" SM 9M MW It PLUS OR or UP -OW samu 04 " - Ws"'lot . , - � �.. . I ! a SCHINKLE: ON It"M a A 0) MIS A THROUGH 9) , , I 1 ,% 1� I �I - - n* i Min. 1- N ,,:-I-- "' I 11 I I (1W - ) A N . :." I i r- I V,�7.09k� -- � 1 -�, i - - * - I I � =-J"Arx-0,11- I I . WIC - " � , ,' - =I. � ,,-, -1 -,, C4) X- I � ED , ; I E4 =-P-=-%-- / r - T-0 . , , ACQUIRE, � � � �� : � � I I 1, I I 4) � . I haeff- - . : i - ,�, I - - I I L--0-(T a I IF,: I ! ,'.�i� 4 � =J .1 ,�41 �w,`-,] 1 �7 .1 .- I I I " : - . 4 1 a < 1-1 I # ". ;T - . r . :-�`-,'I'., , ; DUST I : r_- 111: jr-.. I � ,r I � OoMM"' I M , , �'.- - L . . - -J Q- 'I . I illp Glllff��) TW r.;i! RAI 4": 1 1 --. , , : . (1) ; I R i� `7 - - I-= -1�711,`- " � , �� - , - - � -- � sINNAN", I CONCRETE BLOCK : _;- I- : 5 REQUIRED. � (D I : I I i � I : i I , 11 SCALF II/M., I ; ." -�-- .-.w - As, I I .1 I GAL"7�polill) - A, ; "Kin, I 9 I 01.1 � is, � --� I -- - � ! AWAL" - -v -If-1 11 FIFItIONIUM, I I '0* * A - -VAr I � � - I r.a-%,. I I i mr.n. 15- IN I "" �" , I M =t A I I I I I I to , =I-*- 1!1 - 1. I 'c. =1 - i - -CD v� : - (�D-40%- . I �-�� , : 01 I ITT 0100, I i I i I rl: rr: - - I I I - /-\ I I -AR ...... 0 - i ,-4.(t, ,-.--,' .,. I.., 2t�.,,?," "'' ! I : 4'0-. 1 1 ESMIlin J ., 0 Is 1/2 0C -- -\ -T-0 1- . , I I � '. 11 I ;1 I/.. I / J I :1 �I�,Y��:a, , � - ,� , � : . ,,, ANT, . . � � I : � - E D I . 0 L -= CUVL,4 POURED M--"L--= CONCRETE OR � �, : ] � 1 " 41 I COW" 1101,00A , L t 0 '�, I car C IPLW RfOU." ,,.,, 1 EXISTING POUM : ,� ONA VALE 3/te.1- rALL 0 �IIWLANI ; CONCRETE OR ,� . E 1- I WAL 3/,�,- CONCRETE BLOCK I I - F REOUMED "; -, 7, Ir -- - � I I �- 4 -79 -- �11 JW1".^=W �,,- 072H.- - M! 7- OR -.10, CONCAN --t, - . A a= A. I - - -�� , 0111 9= - "I7 ", �v,N.� "�, ""."', -�' I fflo��M* ozz, � nZoA .... (�) ,-, L _� -,,,��',' &�,-,,�, � - I Corr sanum ON S"= a THROUGH 9) ��; I - � I SHUM 4 a 0) WA6 me!" (n-u.) � " WILD QUI OPUNTING . 9 I � - - SEEMS -% - I =R/K. 14 :-- "M TAX \ %, 0~ SPIAR- I . SCNLf 3/8. - O'DIAG AM. GO. I . - ay 7, I I / , Heo I lr�-- , 11 -� =Im= WJ . S=B0,5"W TIT New I- WOE . MUnES . vc ED. - ��.K.EJ'W] ~XAGANRIO , ITO" AL,VM. TUN OR I* . (41 LE , 0-0 CASE F (PON) 1-�. EXISTING STUCCO/ IF I WOOD PLATE SPACER '.7 1 SCALE 3/1 . I . .. -WOOD ow X : . �01 I . I " NEW I' WOE - VARIES . 1/8' " I ETC : , I � , ALUM ItUSE ON I' . VARICS -, I P I WOOD PLATT SPAM , ; P III BOTTOM MOUNTITINGS CAN BE , I " � � I BEHIND TRACK �', � : MBINED IN ANY WAY TO SUIT ANY . � i � ... )?. QONCAM VKHORS , I W (SEX SCHEDULE ON a ., �,' INSTALLATION QM4." t I 11HEM IT ) ]- , 1 -LAA:% C.M A. , --,-� �=- '"ADOIN .4� � V ; (+) I I 1. ..... .... - �. .." FLORIDA BUILDING CODE (1,02h VelocIty H cars Zone) - aciecom AAPIAX ---.- = T 0 I -.-= = To a .1 , OR 0.01111.1 I t12- W. CONCRETE BLOCK ; BOUN. IN 40E.0 `NAX : ., oom 111:11110% At, rp. 3 '. A * 20 GW GALVANIZED Stm STORM Pon ON � a a Q REOUWtD , WAWS .Mn 2 : .---: -- a- In X6. SE=N I TIT *:.. TIT (��-�: C-- ' -- - SCALE 3/s �\ GLOBAL MTECnON MWCTS, U.C. 0- -- - * --- am! . 3 -- -�- . , DETAIL FOR SPACERS REOUIRED A7 TOP Oft .� QfL " 111RIECO.Sic. .� .= SIT. $1 ~ 00'... PART. F. 3"'. 6 ... ... RIO".. W��r= ",w (9oA)a*-TIHA.,Rx, CAA)AN,-, BOTTOM TRACKS AQJACDff TO S111=1000 HANDS . ....... - I PAN In-Na, Efteme, IN, AL ' tA-Oowtt !M-i - i - 1 InTEN RUIT .T� IV FIX I M . FWPI06 UX I "I L �- " IFIM91 0 I -. i -v - I I P%lI0QUCrLVAI.I-A1r]QNREfflRTNQ. "27.02 2 Large missile Impact food tests ware, performed under SSTD 12-99 standard as per section 1600. 1.2of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared byAmorlcan Testing Lab of South Florida, Report # 0814.01-01 dated 03111102 witnessed by William R. Mohner, P.E.. Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largatespeda, P.E. and Henry Hattern, P.E. Large missile impact and cyclic loading* per Protocols TAS 201 & 203 as per section 1600.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 11 23.01-1 0, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. OCM-1198 by QC Metallurgical, Inc., dated March i3.2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No. 11OKM-11318, dated December 1, 2010 signed and sealed by Jerry Jaciollano, P. E. as per ASTM E-8. 2.3. STRUCTURAL f`lli ATInula. On 24 Gap Galvanized Steel Storm Panel for maximum panel length vs. design wind food, as wall as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tiltsoo, Inc., dated 12/1 8/10 and 08/27113 (Ibr this revision), signed and sealed by Walter A TIIIIt, Jr,, P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under &action 1609.1.2 of the Flonda Building Code, as per SSrD 12-99 Standard and TAS 201. 4, WND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shell boas indicated on sheets 3, 9, 10, 11, 12 and 17 of Fla of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 6,9,10,11,13 thrul 16 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Gallivenized Steel Storm Panel has been verified for code compliance to work as a non -porous, storm shutter assembly, as per SSTD 12-99 Standard. ,M01111171 A R A,',, I IF .... I IF 1. " > . -, 1/1 - . \AENsi -,�5 - - ,��\ - , .,/�g . % - , " * 74 -- -:��- - , � ' 4- '. = . ,44467 - S -;�,",Z, -2p�; - I/ / , 1� 1. OF .. `� , .. ."ZOR110, ..,* I k, 11 t�0511/ . I IF I'll, W01NAC, %% .�%Il` "Ifillonnott" , I [i�isioll(W*:V/.,Ipilr.140(11.1�)-�;�.):4%0,'fl'IWWT, I# 10 5. INSTALLATION, Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3. 6, 13, 14, 16, IS and I 8 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 8, .MATP-RIA"BARACTEM$nCIAMLS"XdE&ATK*&- Shall be strictly in accordance with General Notes and Components Indicated on sheet I and 2 of IS, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet I of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7-JAWITATIMS- A 7. 1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 or Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Titteco, Inc. and Signed and sealed by WafterA.T11111, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete. concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. 711111t, Jr., P.E. (Florida License No. 44167), President of Tilteloo. Inc. (Florida CA-0006719). WATkLL 0!%TILTFCOADMONRECOROak? E.REPORT.2C GALVANLEED BTFFL STORM PANEL \ DRWG 0 20-170 % 1/4. 2/4. 3/4. 4/4. 5/5, 7/5. 0W/10. 2W/10. 3W/10. 4W/10. +6/5 SIN/110, SW/111 & 7W/11 �3' MAX_ _. _._,---- 1 AW"ORIL FOR CONCI SEE SCHEDULE ON SHOrTS 0 & I ---- - 7-3, N`K- . 1, met MR WOW SCE SECT04 ON SHEETS 10 III I I I, MR, I - - 6 0 , 0 6 ---.. - - -- . -I-- --, f D.M..0-(�)-@.&T -�--J-�-.- -1--I----T-' I'-'- ' I ! i " 1, --- "-T--T-7-1--­T- 7 1 F, I . , � I . I I . I � 1 ; 1 1 1 .- .- 7, - I- i I I i F - i � 71 i 1 � I i a @-15D.O.W.-IF , - � T71 i r; I , I , , I , I i ! , 1 1 i ! 4 1 i I 1 I � � , ; E � a R � , - I i , , I � I ; i I � � i � - - . I I I t" � , I � I i , , I - I ::L i . - --I , i -- � 1. I - . .1 t . I 9 - , ". - - I ., - I L-L.L- . � . , . : ! ' I,' T T -T . , - , I I : i I I 1 N : 1 I I I I I . f i T4)1"1 ! I I T' - 1 � -, i, I - I 1 i ! , 1 I r ! " - ,- i , , . --j 1 : - I 1 1 - I � : i I I � I IQV - ! 1 I 1 I ; � � , ! ! I ! a J , . I I - I - -1 11 - - .- - - - I 5 , : � � - I ! ! 1 BOLT. PAWA.S W1 1/40-20�1^ 1 IUNWLTEO PANLL5 ' I I I � U.S. SOLT %�. 3/32* : :, (SEE SECTIONS AS i i I � I I 1 ILNUTS 0 LA. ! APPLICABLE) r � i � i � 1 ; ; � I , (SEE SLCTIONS AS APPLICABLE) I i ; I L � I , I I _ i , i i ' I I t 1-1 � , , I ! � I I A'. I I . I -- I i I - , I -A. L : I -1 - . [ I 'I � � --T- - I - ! I . i i r TO . I I I i ! � I � ! I I i , I � � i I I , I , I I 1 i I I ii � I , , � . 1 ; I I 1 , � � I i ; I I I ! I I � i , i I # I , i I i I � ; I , D.M.-@ - wi),- @ l i - . I -- I - � - !- I ,..-. � � --i.1 -1- J -- - --- � -- � i I - - is ; , � I I& I li� , 1441 0 lioi 12 �il !il I g, I *�- i , .I . , @-(i)-(�)-,@� &I '.. - � o 31 - , - I* New 1 /4, 2/4, 3/4, 4/4, 5/5. 7/5. - I. MoN -, � ,W/10, 2W/10. 3W/10, 4W/iO. � 6/5 SW1110. 6W/11 III 7W/1 I - ANCHORS FOR CONC-11, SEE SCHEDULE ON SHEETS 0 At 9 - -- - . ran WOOD S9 SECTIONS ON SHirm to I ,I - - LS 1) A Q ELEVATION N.7.S. 267, 1/4' M i .. GAP -J (W I * - OvEnif -1 wtcu VALLM 1. - " /IWO\ /15o\ " :_ - - . /'W"\ /,*"\ 1/4.. iL ..... / I-< '7 -'--/ Wooltmes "'--r-/ k I WA� \--/ MAX. CAP ?,� ........ ;� I . ... EN .... FLORIDA BUILDING CODE (fth Velocity Hur one zone)l CA) (D * ...".1" *. .son wast. ". rip - 1. GRAIN, Iff. . No 44167 " (MICE QLVANW STEEL STORM PAWL . : * -- AJ* ,. AT ---... I `- * . - AT W/m/3m 1 N T-S ` ATI S�- - -,� 4 11LIECO isic. GLOUL MTECMN PRODUCT!l, U.C. CAM .5'.1% � .* AMC is. a, wow . biat FL 213'. .. T-1--, . I. ra -a .1 i=�Z - NVAIL ow)��. `VA (0-)M-V" 20-176 �,-Qokii 0"--,- -1111-1. N, UNI/Oar a C.-anwIll f- �-. � CRANNIc - 'AL;'r .I P.L i - rM - 1 .9 11,131 3 0 20 . - I - I I INSTALLATION DETAILS FOR REGULAR PANELS(b & INTO EXISTING POURED QQNQRETE OR CONCRETE BLOCK STRUCTURES - - I #WHOM FOR CONC- IE SEE SCHEDULE 001 SHW 9 , PIRED - NURCID E'LIOEC. MR WOOD SR SECTIONS 0. SHEET 12 -: Cte� --w %&=U. . GCNXfPS ,I . : RED011111) IROCIT I PEOUAM ReOudin I: MAX INGN Q,UWLXP2 67' '. "W I CONCRETE AMOMM � I W, -1 WHEALF MILLLY) two I'110- (%U SCHEDULE ON . -- =:*-M=*-" I : ,� I =-=-Olm- 7 - - - I . SHM 0) I 9*r 0) swEr 9) : I- DA I F*11 114r -- I I � . 0 ;; IS11 I IF I ; P r � , � 0 � ; . a . I r A I I . i \ " , : I . . , + � �i , -- � J! : , � , ; 1� � - . " � i �12:i4 � i I i i I � . :, I I ! � . :q P! � : � � , . � I I I � i . ., � .i� � , : I 0 ,� - - . . :�, I ` , --- A � I _ I 0; I --JC24,\ Ii � I : ! - I , , , - � `� I , I li I 50111: I - ; i ': ; I I I I � i I I OF 'L* : I I � ! C - ,� I I 't I , I . I � I I I I I I ; , .� , ; : �-. -� , -L , � , *, - - .. I , I ,, ., . -- f 1, : ! .j i � �� �, ��, -, . , . -.1- � , : �� � - MAX , ' , i I , . I , ! ! -(3 .,Ll� : - a I � . t,'J 1 --7 , . " 'I'- -, - ' ­ - " --" '-- ,.�L� I " J , , " ­'� : I , i , I I � " : , I � � 6 ,,,4", ., .. ,4'�-*,!!�, � ; � . , 11 : �. � I , , � _�',- � : I � . 1 1-4-;ih`�" 7 ; , . I . I .,. I - kl� � X ll,��'. I � 4, ,,�� W .. ,� , , , � - I . I I : W--V-r i � tj I , . : : I #6 . I : I 1 - � TIT : � , ommo � � , 7 .. , . , .." � I I I , - 1, I �I r - I - I I i :;Ilr : � � I.- WVAMN To a i -, : & 1 4`07. � �4 , , I � � , � ", � -, , -1 - I I I- Amr. - I I : I , - I �I. I I .44 , I i . Fit , � I I I : I . � , , I. - , I I . I ; : * i I ! I � � - -, - , I - ! IN, - 40 ! � z I jw- i .11 , I . � 11 I � "I I ; � � : ! I I I � I . I I , , W, I . . I , , I ! , L I : , . I � I � I � I ; "L .; 1, W- A I 0 * ! , � I I I � I ! i - � - I .�-,- �* 5 ,- ;, -- -I- , � I is ;F/.---,� , , ,/.-.t,:xM _A+ I I z , IRLIS A !;, � - A. , I 11!1- I i I : - - - S. .r. .� I . , ; � � " I I WIVILI"O'EAC. '� ' i . I i a I � I , I . , , I I � I I i : � I RL i . 4 , : � I I , L , I . I I � I . i &ANN � I� I i I I I I .40 , i , ! � I : . I I . --- � 11� bt � , : . : ! ,I _ I _r - -1 1 1 * : I - . � � � i I , �- - � I I I , - I ; * I I , : � . . I I 11 I I I :- � , , I - I I i g f : A I � " - I I : � I i I ; I I I I I I I 3001 i � - ;_ 4 AW11" 3 - Zl.+- ; - � =.,I I . . �-w I S" . w-1 t L .0.0 L*1-11 I or "L a : OF %' ; 50% 3: Mo.. LkL a" I -7+ WW � Mu "., ;�, f,,,.,,,,, , � ' I wi. ANCHORS- FOR CONCRETE SEE SCHEDULE ON SWIM 9 ': f,,-.!�,. "r : �.,;; � . CP :,�r, T ... �. " i ; 1 "", , OF *L* I I 1 :., . . . , I � i I 3 1, I ,/. ,�:: � No - I - - - Poll WOW SEE SECT06 ON SHEET 12 � � - , , t , , . � � 11 : � -0 EL . I 1W I I 11 . ': " � , . - I . ", , RIEQULAII STORM PANW 7� : .1.1 ; 4& III ruyAmm Ir 09 I i I I I St4LE 3/3 .., � I I � - , �O "t I - [- &: , , I � 1 1/4' MAX. GAP ' - . � 1 F. ' . 11-A 0 12 � : - , , , , � , I - I I I SWI # . , � , ". , 'I, ,1/4' : :.� - I !/4'o-iWO%S/4' S.S. SOLT ,.� - f I (MIR OVERLAP -1 WHMIF WILLEY) . !*' MAX � ;�; el', ,-- (9, � W/ ?/=* AM NO � ,. F& - - - I --* I 0 , D, 11 I- I..-,.-- - I � ... I 011111il�T- ,. � - . 2 1 Oc. � CONCINIVE AN04M * 5 . �� ,;;..'I - . \-/ -\ I CONCRETE ANCHORS � (SEE Toctotaixt ON 1/4- MAX. GAP U . ��4:1011111i ANCHORS wmmu SHEET 1) Wow (2131W SCHEDAC ON ISU SCHEDULE 0% SHEET ir SAW 9) � 1 -= OWRC1r an ,+W air OR SFQM 1��,44f" ,W= an watom REOLAW am RECORD !Sol - OUNTING DIRM 6JR 06 DIRECT MR W" , MOUNTING 9 ItGUALlea 14ML46M SIR SCALE =- ", tm,p 318-t 1NM,, . X"'. - 16:. I ..... '. IFLOMIDA BUILDING CODE (091% Velocifty "Ll Gone Zone) - , : . I'm T.11M. AII STEEL STORM PAWL I'm I . NO 44167 '; i 2O GAGE GALVANIZED Do" 111 NOTE FJM CQM82AUQft-QL.SEGMQM , ED. - EDGE OWANCE *: * -- . --- - - !,� (SEE SCHEDULE ON TOP & BOTTOM MOUIPUINGS CAN OF S - -, OLOM PRWCTION PRIMCM. LW. ' SHEET 9) COMBINED IN ANY WAY TO SUIT ANY ", I t U lwlt� INSTALLATION. .. -1.0-4p 4000 S.W. I omw I � ... - - - , , �-- ��- 'HOMR, De, IMAL I'L =I' ... . F1 - .2 io 1. 1. C 7 -0 MUM = -.a. Z 7 -a. )M-ls.& TAX TNHNW-w 20-t76 ...... * / - - CAMITRI-WAX -�uww--, "A ,-"M,o . - 1-1- 'NAR.A. !- teemotift I Sol 'ro"11011/00"t am," A. GuJr a. 01 , - F21 F09 I I ; I , lutwo U, 1, . I 11 �zmwo wa I I -OARP 0) a) .I-- Cn -ffi a) -I-.- -a > C- 0 2 2 -'-- = a) c C co -0 a- . - .1-a (D 0 CD 0 -0- Cn -!-- (D -0 0-0-0 c 2 -2 -= a) 0 3- a -9 3:: C C .0 U- CU 0 -i.-a ,,- CU 0 > - 0 cn -0 E L- a) S? A2 W 0�. ..= CU ,O,- -00-0 a. 1- -0 .0 U) < L� < Z Z W mi r- - ( �/ = C*4 .0 I -a := CC 41 = �p LLJ -,CC 2 -= CL - C= X 6 " t- C3 , C= cc C, 01� - C,4 -e, Cc ),.< _; = LA- Cl_ .!2 - Cm I,.. U) -= C-4 -= W CM M .-M 2 " - W W :;;� 3: -a.= CU, In - .� 5 C= �: C= CD It), -cc !f *3: CIO M 39 W -= .P.2 L.) :, cut - C= = �;. . = 2 :,-, V, a= = M E a: tj -12 Cin .6.., " (1) (1) (1) ARC V111111-00 C/) 4-ma :n M > 0 L- CIA U) CL < -6--& 0 (1) :3 C: -0 2 CU LAAA CIA C.) a) a U) M " M :3 LU M < Z Z < -J (L SHEET NO. SH 1,0 P%lI0QUCrLVAI.I-A1r]QNREfflRTNQ. "27.02 2 Large missile Impact food tests ware, performed under SSTD 12-99 standard as per section 1600. 1.2of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared byAmorlcan Testing Lab of South Florida, Report # 0814.01-01 dated 03111102 witnessed by William R. Mohner, P.E.. Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largatespeda, P.E. and Henry Hattern, P.E. Large missile impact and cyclic loading* per Protocols TAS 201 & 203 as per section 1600.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 11 23.01-1 0, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. OCM-1198 by QC Metallurgical, Inc., dated March i3.2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No. 11OKM-11318, dated December 1, 2010 signed and sealed by Jerry Jaciollano, P. E. as per ASTM E-8. 2.3. STRUCTURAL f`lli ATInula. On 24 Gap Galvanized Steel Storm Panel for maximum panel length vs. design wind food, as wall as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tiltsoo, Inc., dated 12/1 8/10 and 08/27113 (Ibr this revision), signed and sealed by Walter A TIIIIt, Jr,, P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under &action 1609.1.2 of the Flonda Building Code, as per SSrD 12-99 Standard and TAS 201. 4, WND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shell boas indicated on sheets 3, 9, 10, 11, 12 and 17 of Fla of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 6,9,10,11,13 thrul 16 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Gallivenized Steel Storm Panel has been verified for code compliance to work as a non -porous, storm shutter assembly, as per SSTD 12-99 Standard. ,M01111171 A R A,',, I IF .... I IF 1. " > . -, 1/1 - . \AENsi -,�5 - - ,��\ - , .,/�g . % - , " * 74 -- -:��- - , � ' 4- '. = . ,44467 - S -;�,",Z, -2p�; - I/ / , 1� 1. OF .. `� , .. ."ZOR110, ..,* I k, 11 t�0511/ . I IF I'll, W01NAC, %% .�%Il` "Ifillonnott" , I [i�isioll(W*:V/.,Ipilr.140(11.1�)-�;�.):4%0,'fl'IWWT, I# 10 5. INSTALLATION, Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3. 6, 13, 14, 16, IS and I 8 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 8, .MATP-RIA"BARACTEM$nCIAMLS"XdE&ATK*&- Shall be strictly in accordance with General Notes and Components Indicated on sheet I and 2 of IS, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet I of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7-JAWITATIMS- A 7. 1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 or Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Titteco, Inc. and Signed and sealed by WafterA.T11111, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete. concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. 711111t, Jr., P.E. (Florida License No. 44167), President of Tilteloo. Inc. (Florida CA-0006719). WATkLL 0!%TILTFCOADMONRECOROak? E.REPORT.2C GALVANLEED BTFFL STORM PANEL \ DRWG 0 20-170 % 1/4. 2/4. 3/4. 4/4. 5/5, 7/5. 0W/10. 2W/10. 3W/10. 4W/10. +6/5 SIN/110, SW/111 & 7W/11 �3' MAX_ _. _._,---- 1 AW"ORIL FOR CONCI SEE SCHEDULE ON SHOrTS 0 & I ---- - 7-3, N`K- . 1, met MR WOW SCE SECT04 ON SHEETS 10 III I I I, MR, I - - 6 0 , 0 6 ---.. - - -- . -I-- --, f D.M..0-(�)-@.&T -�--J-�-.- -1--I----T-' I'-'- ' I ! i " 1, --- "-T--T-7-1--­T- 7 1 F, I . , � I . I I . I � 1 ; 1 1 1 .- .- 7, - I- i I I i F - i � 71 i 1 � I i a @-15D.O.W.-IF , - � T71 i r; I , I , , I , I i ! , 1 1 i ! 4 1 i I 1 I � � , ; E � a R � , - I i , , I � I ; i I � � i � - - . I I I t" � , I � I i , , I - I ::L i . - --I , i -- � 1. I - . .1 t . I 9 - , ". - - I ., - I L-L.L- . � . , . : ! ' I,' T T -T . , - , I I : i I I 1 N : 1 I I I I I . f i T4)1"1 ! I I T' - 1 � -, i, I - I 1 i ! , 1 I r ! " - ,- i , , . --j 1 : - I 1 1 - I � : i I I � I IQV - ! 1 I 1 I ; � � , ! ! I ! a J , . I I - I - -1 11 - - .- - - - I 5 , : � � - I ! ! 1 BOLT. PAWA.S W1 1/40-20�1^ 1 IUNWLTEO PANLL5 ' I I I � U.S. SOLT %�. 3/32* : :, (SEE SECTIONS AS i i I � I I 1 ILNUTS 0 LA. ! APPLICABLE) r � i � i � 1 ; ; � I , (SEE SLCTIONS AS APPLICABLE) I i ; I L � I , I I _ i , i i ' I I t 1-1 � , , I ! � I I A'. I I . I -- I i I - , I -A. L : I -1 - . [ I 'I � � --T- - I - ! I . i i r TO . I I I i ! � I � ! I I i , I � � i I I , I , I I 1 i I I ii � I , , � . 1 ; I I 1 , � � I i ; I I I ! I I � i , i I # I , i I i I � ; I , D.M.-@ - wi),- @ l i - . I -- I - � - !- I ,..-. � � --i.1 -1- J -- - --- � -- � i I - - is ; , � I I& I li� , 1441 0 lioi 12 �il !il I g, I *�- i , .I . , @-(i)-(�)-,@� &I '.. - � o 31 - , - I* New 1 /4, 2/4, 3/4, 4/4, 5/5. 7/5. - I. MoN -, � ,W/10, 2W/10. 3W/10, 4W/iO. � 6/5 SW1110. 6W/11 III 7W/1 I - ANCHORS FOR CONC-11, SEE SCHEDULE ON SHEETS 0 At 9 - -- - . ran WOOD S9 SECTIONS ON SHirm to I ,I - - LS 1) A Q ELEVATION N.7.S. 267, 1/4' M i .. GAP -J (W I * - OvEnif -1 wtcu VALLM 1. - " /IWO\ /15o\ " :_ - - . /'W"\ /,*"\ 1/4.. iL ..... / I-< '7 -'--/ Wooltmes "'--r-/ k I WA� \--/ MAX. CAP ?,� ........ ;� I . ... EN .... FLORIDA BUILDING CODE (fth Velocity Hur one zone)l CA) (D * ...".1" *. .son wast. ". rip - 1. GRAIN, Iff. . No 44167 " (MICE QLVANW STEEL STORM PAWL . : * -- AJ* ,. AT ---... I `- * . - AT W/m/3m 1 N T-S ` ATI S�- - -,� 4 11LIECO isic. GLOUL MTECMN PRODUCT!l, U.C. CAM .5'.1% � .* AMC is. a, wow . biat FL 213'. .. T-1--, . I. ra -a .1 i=�Z - NVAIL ow)��. `VA (0-)M-V" 20-176 �,-Qokii 0"--,- -1111-1. N, UNI/Oar a C.-anwIll f- �-. � CRANNIc - 'AL;'r .I P.L i - rM - 1 .9 11,131 3 0 20 . - I - I I INSTALLATION DETAILS FOR REGULAR PANELS(b & INTO EXISTING POURED QQNQRETE OR CONCRETE BLOCK STRUCTURES - - I #WHOM FOR CONC- IE SEE SCHEDULE 001 SHW 9 , PIRED - NURCID E'LIOEC. MR WOOD SR SECTIONS 0. SHEET 12 -: Cte� --w %&=U. . GCNXfPS ,I . : RED011111) IROCIT I PEOUAM ReOudin I: MAX INGN Q,UWLXP2 67' '. "W I CONCRETE AMOMM � I W, -1 WHEALF MILLLY) two I'110- (%U SCHEDULE ON . -- =:*-M=*-" I : ,� I =-=-Olm- 7 - - - I . SHM 0) I 9*r 0) swEr 9) : I- DA I F*11 114r -- I I � . 0 ;; IS11 I IF I ; P r � , � 0 � ; . a . I r A I I . i \ " , : I . . , + � �i , -- � J! : , � , ; 1� � - . " � i �12:i4 � i I i i I � . :, I I ! � . :q P! � : � � , . � I I I � i . ., � .i� � , : I 0 ,� - - . . :�, I ` , --- A � I _ I 0; I --JC24,\ Ii � I : ! - I , , , - � `� I , I li I 50111: I - ; i ': ; I I I I � i I I OF 'L* : I I � ! C - ,� I I 't I , I . I � I I I I I I ; , .� , ; : �-. -� , -L , � , *, - - .. I , I ,, ., . -- f 1, : ! .j i � �� �, ��, -, . , . -.1- � , : �� � - MAX , ' , i I , . I , ! ! -(3 .,Ll� : - a I � . t,'J 1 --7 , . " 'I'- -, - ' ­ - " --" '-- ,.�L� I " J , , " ­'� : I , i , I I � " : , I � � 6 ,,,4", ., .. ,4'�-*,!!�, � ; � . , 11 : �. � I , , � _�',- � : I � . 1 1-4-;ih`�" 7 ; , . I . I .,. I - kl� � X ll,��'. I � 4, ,,�� W .. ,� , , , � - I . I I : W--V-r i � tj I , . : : I #6 . I : I 1 - � TIT : � , ommo � � , 7 .. , . , .." � I I I , - 1, I �I r - I - I I i :;Ilr : � � I.- WVAMN To a i -, : & 1 4`07. � �4 , , I � � , � ", � -, , -1 - I I I- Amr. - I I : I , - I �I. I I .44 , I i . Fit , � I I I : I . � , , I. - , I I . I ; : * i I ! I � � - -, - , I - ! IN, - 40 ! � z I jw- i .11 , I . � 11 I � "I I ; � � : ! I I I � I . I I , , W, I . . I , , I ! , L I : , . I � I � I � I ; "L .; 1, W- A I 0 * ! , � I I I � I ! i - � - I .�-,- �* 5 ,- ;, -- -I- , � I is ;F/.---,� , , ,/.-.t,:xM _A+ I I z , IRLIS A !;, � - A. , I 11!1- I i I : - - - S. .r. .� I . , ; � � " I I WIVILI"O'EAC. '� ' i . I i a I � I , I . , , I I � I I i : � I RL i . 4 , : � I I , L , I . I I � I . i &ANN � I� I i I I I I .40 , i , ! � I : . I I . --- � 11� bt � , : . : ! ,I _ I _r - -1 1 1 * : I - . � � � i I , �- - � I I I , - I ; * I I , : � . . I I 11 I I I :- � , , I - I I i g f : A I � " - I I : � I i I ; I I I I I I I 3001 i � - ;_ 4 AW11" 3 - Zl.+- ; - � =.,I I . . �-w I S" . w-1 t L .0.0 L*1-11 I or "L a : OF %' ; 50% 3: Mo.. LkL a" I -7+ WW � Mu "., ;�, f,,,.,,,,, , � ' I wi. ANCHORS- FOR CONCRETE SEE SCHEDULE ON SWIM 9 ': f,,-.!�,. "r : �.,;; � . CP :,�r, T ... �. " i ; 1 "", , OF *L* I I 1 :., . . . , I � i I 3 1, I ,/. ,�:: � No - I - - - Poll WOW SEE SECT06 ON SHEET 12 � � - , , t , , . � � 11 : � -0 EL . I 1W I I 11 . ': " � , . - I . ", , RIEQULAII STORM PANW 7� : .1.1 ; 4& III ruyAmm Ir 09 I i I I I St4LE 3/3 .., � I I � - , �O "t I - [- &: , , I � 1 1/4' MAX. GAP ' - . � 1 F. ' . 11-A 0 12 � : - , , , , � , I - I I I SWI # . , � , ". , 'I, ,1/4' : :.� - I !/4'o-iWO%S/4' S.S. SOLT ,.� - f I (MIR OVERLAP -1 WHMIF WILLEY) . !*' MAX � ;�; el', ,-- (9, � W/ ?/=* AM NO � ,. F& - - - I --* I 0 , D, 11 I- I..-,.-- - I � ... I 011111il�T- ,. � - . 2 1 Oc. � CONCINIVE AN04M * 5 . �� ,;;..'I - . \-/ -\ I CONCRETE ANCHORS � (SEE Toctotaixt ON 1/4- MAX. GAP U . ��4:1011111i ANCHORS wmmu SHEET 1) Wow (2131W SCHEDAC ON ISU SCHEDULE 0% SHEET ir SAW 9) � 1 -= OWRC1r an ,+W air OR SFQM 1��,44f" ,W= an watom REOLAW am RECORD !Sol - OUNTING DIRM 6JR 06 DIRECT MR W" , MOUNTING 9 ItGUALlea 14ML46M SIR SCALE =- ", tm,p 318-t 1NM,, . X"'. - 16:. I ..... '. IFLOMIDA BUILDING CODE (091% Velocifty "Ll Gone Zone) - , : . I'm T.11M. AII STEEL STORM PAWL I'm I . NO 44167 '; i 2O GAGE GALVANIZED Do" 111 NOTE FJM CQM82AUQft-QL.SEGMQM , ED. - EDGE OWANCE *: * -- . --- - - !,� (SEE SCHEDULE ON TOP & BOTTOM MOUIPUINGS CAN OF S - -, OLOM PRWCTION PRIMCM. LW. ' SHEET 9) COMBINED IN ANY WAY TO SUIT ANY ", I t U lwlt� INSTALLATION. .. -1.0-4p 4000 S.W. I omw I � ... - - - , , �-- ��- 'HOMR, De, IMAL I'L =I' ... . F1 - .2 io 1. 1. C 7 -0 MUM = -.a. Z 7 -a. )M-ls.& TAX TNHNW-w 20-t76 ...... * / - - CAMITRI-WAX -�uww--, "A ,-"M,o . - 1-1- 'NAR.A. !- teemotift I Sol 'ro"11011/00"t am," A. GuJr a. 01 , - F21 F09 I I ; I , lutwo U, 1, . I 11 �zmwo wa I I -OARP 0) a) .I-- Cn -ffi a) -I-.- -a > C- 0 2 2 -'-- = a) c C co -0 a- . - .1-a (D 0 CD 0 -0- Cn -!-- (D -0 0-0-0 c 2 -2 -= a) 0 3- a -9 3:: C C .0 U- CU 0 -i.-a ,,- CU 0 > - 0 cn -0 E L- a) S? A2 W 0�. ..= CU ,O,- -00-0 a. 1- -0 .0 U) < L� < Z Z W mi r- - ( �/ = C*4 .0 I -a := CC 41 = �p LLJ -,CC 2 -= CL - C= X 6 " t- C3 , C= cc C, 01� - C,4 -e, Cc ),.< _; = LA- Cl_ .!2 - Cm I,.. U) -= C-4 -= W CM M .-M 2 " - W W :;;� 3: -a.= CU, In - .� 5 C= �: C= CD It), -cc !f *3: CIO M 39 W -= .P.2 L.) :, cut - C= = �;. . = 2 :,-, V, a= = M E a: tj -12 Cin .6.., " (1) (1) (1) ARC V111111-00 C/) 4-ma :n M > 0 L- CIA U) CL < -6--& 0 (1) :3 C: -0 2 CU LAAA CIA C.) a) a U) M " M :3 LU M < Z Z < -J (L SHEET NO. SH 1,0 -OARP 0) a) .I-- Cn -ffi a) -I-.- -a > C- 0 2 2 -'-- = a) c C co -0 a- . - .1-a (D 0 CD 0 -0- Cn -!-- (D -0 0-0-0 c 2 -2 -= a) 0 3- a -9 3:: C C .0 U- CU 0 -i.-a ,,- CU 0 > - 0 cn -0 E L- a) S? A2 W 0�. ..= CU ,O,- -00-0 a. 1- -0 .0 U) < L� < Z Z W mi r- - ( �/ = C*4 .0 I -a := CC 41 = �p LLJ -,CC 2 -= CL - C= X 6 " t- C3 , C= cc C, 01� - C,4 -e, Cc ),.< _; = LA- Cl_ .!2 - Cm I,.. U) -= C-4 -= W CM M .-M 2 " - W W :;;� 3: -a.= CU, In - .� 5 C= �: C= CD It), -cc !f *3: CIO M 39 W -= .P.2 L.) :, cut - C= = �;. . = 2 :,-, V, a= = M E a: tj -12 Cin .6.., " (1) (1) (1) ARC V111111-00 C/) 4-ma :n M > 0 L- CIA U) CL < -6--& 0 (1) :3 C: -0 2 CU LAAA CIA C.) a) a U) M " M :3 LU M < Z Z < -J (L SHEET NO. SH 1,0 L� < Z Z W mi r- - ( �/ = C*4 .0 I -a := CC 41 = �p LLJ -,CC 2 -= CL - C= X 6 " t- C3 , C= cc C, 01� - C,4 -e, Cc ),.< _; = LA- Cl_ .!2 - Cm I,.. U) -= C-4 -= W CM M .-M 2 " - W W :;;� 3: -a.= CU, In - .� 5 C= �: C= CD It), -cc !f *3: CIO M 39 W -= .P.2 L.) :, cut - C= = �;. . = 2 :,-, V, a= = M E a: tj -12 Cin .6.., " (1) (1) (1) ARC V111111-00 C/) 4-ma :n M > 0 L- CIA U) CL < -6--& 0 (1) :3 C: -0 2 CU LAAA CIA C.) a) a U) M " M :3 LU M < Z Z < -J (L SHEET NO. SH 1,0 Cin .6.., " (1) (1) (1) ARC V111111-00 C/) 4-ma :n M > 0 L- CIA U) CL < -6--& 0 (1) :3 C: -0 2 CU LAAA CIA C.) a) a U) M " M :3 LU M < Z Z < -J (L SHEET NO. SH 1,0 SHEET NO. SH 1,0 WIL &.0406 1. ON SHUT � ANCHIMS 6 Ma Soon" 04 owe. %I palm FEE) % M. � - IT L 0,91F. : n [a I/-' M- WALL AND FLOOR MOUNTING INSTALLATION FOR SPUT PANELS S�w *a" A KUL I rr� -14 AIK,f Tax H 1 -11 ILI W. A ITC a WITHIM) OMNI c wout X NJAM 01pirld poew""' = 4.0 ED, SIX WMIA. MOIR, f-7 Y 10 I SrC"PS z PA ft. RIP a Mtrw ohm 4 MAE SO IXTAIL 2 W= IdULLION SCREWLIE M­ MULLION REQUIRIM AW, spAw cnT TUBE MULLION - 2'. 3' /8" 40401 ANIMPICIS BE SPIEN" 1'em To 7'. 4'. Ilfr V-r to r-10- wC"" 1. -1, A SHIFT # 5'-Io' TO I'-D' r I/r SECTION I scAur 3/"1- WIL MU SE W STOft PANELS ON TOP 4 IT:JS 7jj I TOP ON BOTTOM OF OPENING. W & forrom) Ilk, PA f.1 0 WA I W 10 01:4 El M I z h (all *74 P 112 MM's *1 OW ENN T I no"L IS III, BE WAU MOUNTM UWALUTM - MAMATM SW WALL WOUNfM NWMIATM - ALIEFMAM 2W SCALE, II/e - I* I 8=. 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A-S.O. DESIGN LOADS Up To �55.5. -72.0 P.80. AND PANEL'S LENCTTI UP TO 8'-S' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO IRE SOUTHERN PINE NO 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL I TOP & BOTTOM MOUNIINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. TIT ` �.00IML w. -TIA, W 2 SPLIT STM-u FILEVATM SCALE cgwmo A R" Mamma DWALLAIM - &JUNJUS-0 INSTAI I JjKHL0,---.& (SECTON AT TOP IS UMITED TO +55.5-67�0 MAX. SONUE: 114* A.!LD. DESIGN PRESSURE RATING) WALL, 1/4- - I - FLOOR MOLNIM1412 MWALLATIGNI - MMOLAW W^L' 1/4- - 11' S= VON SWUM 441 OONCRM ANCHORS COMMISTIL ANCHORS MR CONCOICTIF P=SP (SEE: SOML& ON-" Ew SCHEDULE ON N .1, a SHOT 14) ow 10 IIA 2/r*4R "24w/4. 3/4 Low 4/4 1. 2 dk Iw/ts 1. 2� &3.1 W/i 5 Pow"41 CONCRE't rol- ft I Mix. Max. Pbum CONCRETE Kamm t-w wemar SEE ON H T 1.1.11 FOR MM 7 -STUIV 0 12 1 OC. o it O'C 5 4/6' W. (CASE 11 9NUTS 0 It 0 To IS I;. SEE CALTIMINVE (ArAILION At no PANos) DETAIL 1/14 on Co. -Am p IT am SALL L111"A 2/4 ON 4/4 Loll. 2'& 15 1w/15 OLMK41E LOCATION __j ON - %M'M PAWL AREA W/No twE SAFETY PANELS LOCATX* OF LIFE (SEE NOTE 711kow) I* REG" PANELS*/ OR SAFM PAWL REGULAR TRACXS (SvW/O LAW PAN& ID 70 SIT INST41AIC AS OWCRETE ANC LIFE &*T" STORM PANIX OPENING SKML 4 ALIMA (SEE SCHEDULE ON LZ OPTION &I FPS 41EE UEM STORM SHEV 1.) "C""no CONCRETE To FWA;=.Z"I "a"'m PANEL (1) & TO at INSIALUED on REMOVED FROM Owsoc CDMCPrTF (am Socut" ON J Q A _OF StRUCTIM ELEVATION SHM '.) WALL MOUNTING INSTALLASION WALIL AND MOOR iAOUNnNG INSTALLATI SCALE 3/32*-1* SECTION I SCALr-, 3/9' - I' - SECTION 2 SCALE: 3/8' - I" toxx w I/e M" I LIFE SAFETY STOW PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) A�I) OR AS AN INTERIOR PANtLL (ANY PANEL LOCATION IN KnINEEN END PANELS). NOTE LIFT SAFETY PANELS WAY 00 MAY NOT K WALLED ADJACM TO R(CUAR PANELS SO, I. DN/ OR W/O REGULAR TRACKS.) 2. LIFE CONSISTS Or 0039* GAIVANIZED STEEL STORM PANEL AS SEUION 8-0 Put 2 OF ORAINING, SCALE 3/32--l- jEOPANEL ISHEV INS tSELF TO St REMMD Oft INSTALLED FROM THE INSIDE Of STRUCTURE. ""HION 1 LTE SAFETY PNJ REUI�S TOP TRWA 70 K COMPONENT Ok BOTTOIO TRACK TO TIQ 1. BE COMPON 2 OF THIS ORAINING. L AS y tv . ..... COMPONENT Y BE WALLED WALL OR FLOOR MOUNTED FOLLOWNC SECTIONS I 2 ON 'THIS AS WELL AS DETAILS I & 2 DN SHUT IC / 4, W.. LENGTH FOR COUP . 1* - ..tl I FLORIDA BUILDINO CODE (MIgh Velocity Nu can$ Zeno) =014X� : OPM Scam FP Max, ANCHOR SPACING 4DANCHORAGE AT BOTTOM IS CIVEN ON 1 . 20 GAGE G&YANIZED StEM STORM PANEL SCHEDULES 2, SMEIET 14, Ir ORION W COMPONENT MAY K PERMANENT OR REMOVABLE JD� 5 TEMON PRODUM LW. ffm" 40R -, --I GLOBAL M WIL, 3. SIT DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15. 0, Z.-TIL-TE-C-0 It WIT SIS 51 MIL rL. '�N- I SEE SHEET 4 FOR OETAIL APPLICABLE to THE MECESS" MR tHf INSTALLATION OF g . (Supwat-tsw 2.-176 SPACERS AT TRACK$ INSTALLED ADJACENT AND BEYOND 70 STUCCO/IRDOD RAMOS. 'w I A� M --I- 1 P1 VAL/101041AW/bIn r P& SK vq­ 2 MAXIMUM A.S.D. DES19N PRESSURE RATING (R.z.f.) AND CORRESPONDING MMIMUM PANEL LIEHM -L! SCHEOULIE vo� -I-, �L M�_; , - - TV = J"016. .06 A,= w"" .95A -7t.0 7'-!r OR LESS 2 '�w UNSOLVED ITHRUAA .a&& L M.. w 314' UNIMILIED 0 YHRU 3 a IF -73.0 W-r TV 46- n" wr­�" OR Irw $ I/r pokip =4 11 $,a To - BMTOO 0/ 114*0-20,1* 15 " & WIGMUI AT Q~ $1 VVJWM IF PAGIL (wo *&y Fm PANELS m& Q INSTALLATIONS AS PER SECTMS I IHIRU 7. ON SHICEIS A A &I MAXIMUM A.Z.O. BEL, P"LlOWNE AATIN; 4.3) WAKO NCHOM wacm Far Ea, - 3 )/r - APILICASLE TO SECTIONS IF a M Aw COMWAY� LOOM Ift.) of Itew IAPCON Cr w-CRIP CNX- PANDJAKRE FDA*[ 0 -- ' to CONCAM -m- COMOIST, SMCCK - - to 7­� CONCRETE Suoux to O"CREW To CONCIRM a= --- ox-;--T-A� - N, K or.- */A d' MIA I "I -M� I It. MIA N/A r r S' (W?TOM) 0. N/A "/A N/A S' RIA N/A r a Or N/A PA N/A 41 K/A NIA N/A I Diorroio T164 -724 IF OVA W& k/. r "/A xf/A ir 3 a 4 cmw) ?'-V on Las on U33 N/A N/A 61 N/A 6 MIA %/A Ir S' fr* 4 7 coarrow) 12 1/2 1 0 1/. 12 i/24 5 ve 0 /1' Sa on" IV a I I FOR AMC"= M 4, SPI90119 to INSULLirpoks AM no POW MINIMUM ANCHOR SPACINGS AND MIMMUM VXX OW41M AM IMPoom ON THIS SOHEDULE IN ED. LESS JIM BSS&VfV ON SCIUULA REQUIR ANCHOR FkTMQ P WAVILYM VACING WO ON SCAMU1.1 IT "a FOU.00% FACTORS, FOR THIS OPPAWN TO BE PosokLL NSDUCUI PAM awo USING WIMP SHAIL Mw IN LESS ?I" MINIMUM VACM Pa"To "R LAW AHOHON Ift AT A"C"M LINOND. Now TM 0� 1/4'. 1/4'. 1114N 1/1!11 Ile. ONUA&*" 0"LAPW 0. mom rMa t.) 3 1 3 1 3 3 3 31/2 va. On no" J-Yr '40 I" SIMAS via" W/ INSTALLATION :111.�3" DETAILS FOR REGULAR PANELS(]) & IKS. * 0 1/4* D.C. PER PAN& UNWHIS w 10 61-01 " 6 MR LIENCONS UP TO v'-r a- OR INTO EXISJING WOOD STRUCTURES -am" "SALE 0 12 1 Z* OL C. 00TH I In' k9m. THIMADED TO HOW MR ALL 1.1110THS UP /7" Sol wow atom" =Owl" &CON -(D i A. I AILIM91M 1w ALTj" 2W 115 SEE SCHEDULE ON SKQO S Sa WHIEW 00 MA - to SEPARATION OUISS TV CLASS colt A.2 4 EQ ro foi ED to ED 41 n'.. Eat, t/4- LA 5/8' LOND INIASS WANING W1 t/4'.-2W- SX VS 0 6 1/4' V C Now" PLAIN foo "M Lootm Ur To b'_tr AND a Ile Mr. F011, - UP TO - U.. 11�" "Alt OR p-to DAM FEM%u 19 an FAINEUM"t Pius IS 12 1/2, 0. C. WIN I S, i��w ALURNATIVE 3W ALTERNATIVE 4W I %. ..Vwm OF PLANT SCALE 3/811" SCALE 3/*.1* ALL w4ne UP to a, -sr M.. B. I. U. Mau MAN OIRECT RUILo-Ou iiim GOAWS NOTE � SHUTIVI` TFAVG LIMA-103 NOT SHOWN FOR CLAPITY A1311L®RNATIVEMWw" SCALE 3/6-1, SCALE 3/a.1, N I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS ........... UP TO +55 . 5. -72�O PSF AND PANEL'S LENGTH UP TO a*-B" FLORIDA 13UILDING CODE (High Valoctly NU can* Zone) 2. FOR Nr* WOOD FRAME CONSTRUCTION: WOOD MEMBERS 10 BE SOIUFTHERNI PINE NO, 2, w/ sPiciric DENSITY OF 0,55 OR EQUAL, A book laww. M 20 "M CALVANCEED STEEL STORM PANEL rp. Non EM coma F:n5 GLOBAL PWMCTIN PRODUCTS, LLC. DOE! I. '0� ,,, I 70P & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INISTAUATION 1 wrl 711- MANC., tw)M-754L FAR, (W)GS!"M I a 20-176 N I f END STUDS 6 EVERY OVERLAP tt2 s/2" O.C�> TO HOLD PANEL SEE SEE INPIEMOR PMU \-EWO PANEL SCHImULL It SCNMU L TOO Mo. - FOR 0.. ANCHOR OCR" ON DIRECT MOUNT SPACING. wcpc V-3' hr.. DETAIL I : WALL MOUtMNG I STALLATION (APPLICABLE TO SCHEDULE 1) SOILL, 311r - I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND cpggEspgNpjNc mAXImum ANcHog spAclwg scmiEnarL AT(&rog INSIALLABONS IIIIETO CONCRETE & CONCRETE BLOCK STRUCTURES Scuroutt d I A&W,, - TOP & somm wl Lp- �­3-1 /r STUDS a C' 9 z 3/w " (CA r MIA (CA MAx"M &" Ulm. or P.1410"t qxaf a arm PRESS" Man f-f I To co"Cam C ... M I" TO 000CRITTE 'a BLOCK TO Cowom CoNaortz SUM .&ft coicim INACIF To CONCRETE TV - SUCOK ac"ONS, I * COMMINATIC14 or THOM MAMUIA P041 LENGTH v (ILI 1. N/A N/A N/A a' N/A - G' N/A 6' N/A I a 2 (top) +55.0. -12.0 9- 1. 1. 1. 9, S' r 0, 0. 1 (BOTTOM) W-O' OR ins +65.0 -72,0 1. N/A N/A N/A 1. N/A I ot 2 (Top) ­1 -islyw) TO 71-Ir y a' 7 1/2' +554 -711.0 N/A N/A N/A r N/A S" I & 2 (TOP) - I .- 7-W-�v 1 6- 1 v I ciiiii.) Zflmlll A-L.;-�LWL MQIM CONDITIONS Al MEDIA 111 1-0- - J 112" - kAKALIM A" am" patum -f Aix . feA a sx now iw or Awp ow A Dow e r naw mp or Amoup UF of THEM TAPCON r TV Dip ONCIETE +49.2 -61�5 3" 4 To. 4 1/2- 2 (BOTTOM) 7'-V OR LESS .528 -64.0 3' 3' 4. 2 (BOTTOM) r-o' OR LESS +55.0 -72.0 2 1/2. 2 112- 4' 3 t/2* 2 (BOTTOM) 7-8- OR LESS 1 2 1/2' 2 1/2' N/A N/A 2 (BOTTOM) 7'-S TO 0 j.jL5!0 N/A 37 t 2 (101TOM) 7' -Arr TO I—, 11--1 At TERM11F I -- FAMMA I IV /4' Sa an 1�j I - INTERIOR PANEL �END PANEL SOMME SNOW T L- 3' - Moo 'X FOR IXArC ANON" SPACING SPACING DETAIL 2 FLOOR M "ON (APPUCABLE TO MHEQUILE 2 SCAUL, 3111r - I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (Rax.f.) AND CORRESPONDIN MMIMUM PANEL LENGTH "L! SCHEDUL "Ijwu ONLY TO "S I & 2 fjorAND M In SAM Slam pmy� arm" 1010,00. pow 23/v = wo 16 FOR NICHORS, rft & rm" FOR wit4mr" INTO wm "AME W."", MINMAAM ANCHOR VIACOM 00 M"%Xx mot ONTIANCE ARIT 04KA" ON THIS 11CHOKILL FOR C 0 UM TOM MMTW ON LOOMMUC IMM 00" WVAVK BY ARA TOL"M SPA&A IBM% ON =41 By THE rQUAISIS FACTOR11. FOR THIS OPERVION TO SE POSSOUL a, RODUCED I OFAM USING FACTOR 00" NOT Of LESS It" WWA SPACING OVICATED FOR 900" M40M TYPE N ANCHORS LONDID, ­1 + /4 '. . 1 1/4'. 1/4*. 1 t/4. 1/41. OPEN, w ANCHOR MvGwi�l 2 I/w ApM, 00 j 3 kwft Saw, ow Ift 1'�i A I soft X& own Nevven - r IN 1. �w:- t 16- a gr - III tVALID ONLY FOR PMOA(1')& QNSTALiATOMS AS PER SECTIONS I T14RU 10. ON SHEETS 4. 5 A, 81 MAGNIUM MAINNIUM AMICHIMPS SPACING PON LD. - 3 I/r - 4 30 DESIGN CALK-01 PAPIMMOF FIXALE to PANDAMAnt PLUS SOLD SET APPLXASIUE TO SOCTION1 I k MAXIMUNI PANEL I'MCIT11111 41ATINQ (0-1) 10 001CAFTE To CONCRETE 9LOCK 10 CONCRETE TO 40WAM BLOCK To CONORCM 10 CONCRETI; SLOM To 001100on TO CONORCIT Z. KOCK TV CONCRETE SLOOK w ODulwo" of THEM LOOM (n) a' NIA N/A N/A N/A N/A N/A "/A I (TOP) 6. 4' N/A N/A 1. 8. 1. NIA NIA camom) N/A N/A 1. N/A N/A 1. N/A N/A N/A 2 (lop) N/A M/A N/A 6. /A "N/A N/A N/A N/A N/A 2 (BOTTOM) '56.5' -72 0 /A N/A N/A N/A 1. NIA N/A N/A 3 & 4 (TOP) >1'-S' TO W-$' OR LESS N/A N/A 6' 111. 6' N/A N/A 3 (WITOM) N/A N/A N/A 1. N/A N/A N/A 7 (TOP) N/A S. 6. 6. N/A N/A 4 & I (BOTTOM) N/A N/A 12 /2* ��/A_ 6 1/4- 12 1/2- a 1/4- 6 1/4' 6 1/4- a 1/4, 6 1/4- N/A N/A 5 (TOP/wrTOM) +SOLO. -53.3 N/A N/A 12 1/2' 6 1/4' 12 1/2" 6 1/4* 0 1/4- 6 1/4- 6 1/4. 6 1/4- N/A I N/A a crop/NTTOM) >8--B- to It-2- +554. -72.0 N/A N/A 6 1/4- N/A 6 1/4' N/A 6 1 /4' 6 1/4- 6 1/4' 6 1/4- N/A N/A 6 (TOP/WTTOM) >#'-a* To I 1'-:r N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4* 6 1/4' 6 014' 6 1/4- a. 9. 10 (TOP) +0�5, -4; ISO 4' �A N/A N/A N/A N/A N/A 1. S. 6 1/4" 6 1/4" a (Borrom) 12'-A' OR UM S' 4' N A NIA N/A F.i/A�./A U/A N/. 6 1/4- 6 1/4- 9 (BOTTOM) OR LESS N/A N/A NIA N/A NIA N/A 6 1/4- 1­w-wrTOM)- I ( SEE IS 11 AND Is FDA ANCH0111% "ft A SPACIND FOR INSTAIJAMMS WM SUED FRAME KALbMQ. 4'Nor" wwo" 12 ~M 00 DISTANCE AFM INDICATED ON " SCHEDULE FOR EQ. dCSS THAN 0101CAMIX, ON 10"Al REDUCE ANCHOR 9WIND W MUITIPLIPA SPACM 90" ON ICKOUd Of THE POULOWING FACTORS. FOR Two OPVWft to w MUKK, REDUCED wwm OBTAINED U5010 'Won ,44, NOT w LESS THAN Mom" SPACINO 60"I'm POR EACH ANCHOR TM At ANCHORS Lcom APINION in . 1/610 up-M I/e. Cr wAwl 1 1/41, . Yflo- -;=- I - I cNX-M - - ULO-M Ma, MUM SIMOP0 0.) 1 3 3 2'/v j S 3 3 S '/a 3 */1 4 vt FACION 114-110 PANCLUATE PLUS TO EXISTING wow HEADER am "A 0 0 Ife ac, WOOD HEADER RFQUW49- SEE wtpu am OR PAMI3 wrwallf (S6. NOTE 1� IRS SON OF V 4,3 Tf 2'.4* *OCCT REOLARED me WATTIN or PLAIT aw #14-10 PIANWAn PUG O'C. W/ I Y/S' PENIVIIINTION TO VISIT" WOOD HEADER VUS"4 wm Hthm T low 0 Ile ac Li 6M. ;m-- ME IONEAU ON - ou Socow ON HIS, SNLEI 6 kwql. SOV000" Fo. BMW a M.� SEPARATION I TO OLASS, Md PAWL LENGTH TV GUMS. Va. RMC LIT471- (Sff NOTE I) (SEE NOTE I) wX OF V 1 OF 'L" MAE os W 0 42 'Ir Cc )A, 10.r. AA I I LAG SORM 2".4' WOOD_PAn REQUIRED 2".4' *=.-PM RIOUNIED PENETRATION AT LAO SCIRM a 91011"M OP PLATE V4.0 C' SLAOXONEO W/ 2 NECT MOUNT AT MIDINNAN OF PLATE I" M 0 INSTALLATION DIRECT MOUNT A61 ITION ii low 1, INSTALLATIONS FOR ALTERNATIVES OW. OW & IOW ONLY VAUD FOR BUILDINGS WITH XS.O- DESIGN LOAD$ UP TO +43.8. -48.0 P.S.f. AND PANEL'S LENGTH UP TO 12 ' -4' 2. FOR NEW WOOD FRAAAE. CONSTRUCTION. WOOD MEMBERS TO BE S"foll PINt NO, 2, W/ SPECIFIC DENSITY Or 0�55 OR EQUAI, TOP A BOTTOM MOUNIINGS CAN BE COMBINED IN ANY WAI TO SUIT ANY INSTALLATION INSTALLATION DETAILS FOR OPTION I FOR LIFE 0 SAFETY STORM PANEL SYSTEM J co I El ED! IN won"" ALTERNATIVE 2 TV U.", ME FOI ED' Ea WOOD PLATE wwom KATE REMOLD ALTERNATIVE 3 ALIERNATIVE W.'. LAS son" It* ILC W/ 1 1/2- TKINADOD POW111ADOW 09 =00:14m", ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATION 1/4'0­20 PANDAMIT PDNUt ID OR ZMPiz IS r oz,"igw. A. TV PLATI! NOTE, Sam Mxca NOT Sam "N cLown WALL MOUNTING INSTALLATIO ALTERNADVE 1 ScAUU I "WALLATIONS AIKZ1pXrOR SUILONCS 07M A.S.O. OESSION WOODS UP 10 .W31 -no so LENJIN Ur To S�_r' 2 FOR NEW WOOD FRAME CONSMICOCIA WCQ MVJNM 10 K SOUTHOW PON Ift 1, w/ SpEtwe alwiny or 0.55 OR EQUAL. cn > 0 CD 0 a- ca. o 2 cu 0 0 a 2 5- c -2 cu c 0 0 u- cu An cn -0 (D CIO w -I-, cu 2 CD - iE CD.. u Fr L V' :I* CL co >< An 0- M C= u; X3 " CD E CZ CU 0 -= " .- 3: 3C w w jo W cu E CD L! -a =3 C/) 0 Lu z z a_ U) 2 L- CL CL 0 U) cu M SHEET NO. IS H 1 . 1 I ANCHORS (SEE SECTIONS ON SPIECTS 17. is. it Ar 20) - - ­ 31 Mo. WIS. IRAI 40/17. imitilt 3. MAX. W/710�1-1;19 a GW/30 mwt� mism Is wo/m I" MR4. D.M.a, 40 1­1 "ll I � I - ­­. � - . ... - - - . 1! %.1 0 �fo 0 t-7- 0;000. Cas, ar"m fthm A A 3/3r PANEL LENGTH AT Cm SCHEDULE) 74r Al i Most a 11111,11T PAM oo"OW at 3 MAX, ;AX Los it `RIAw/-20, 48/17.188/186 - I As OW/20 1: MIN.; ANCHORS (SEE SECTIONS ON 04EM 1?, 18, 10 At 20) OPTION j#2 FOR UFE SAFETY STORM PANELa ELEVATION SCALE 3/16--t- 1/4* lbox� GO Ce ~ -1 !-"u w4m (DUO: wm .......... SECTION A -A SCALE 3/lr.v- MAXIMUM A.S.D. DESIGN PRESSURE UjiNG (R.m.f.) AND p�!116 k'll CORRESPONDING MAXIMUM PANEL NGTH -0 SCHEDULE �W,. or-EN*Vli%-. No. 44 67 FILDRIDA NUILINNO CODE (W JOCIIII Citim Zan gh Velocity Hu MAXIMUM A.S.D. Max. PANEL LENGTH rp DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL RI 20 GAK GALvAMIZEO STEEL STORM PANIDL RATING (P a.f.) (SEE SECTIONS) TO GLASS CONDITION ....... MWNN lot GLOBAL moxcnm PRODUCTS. Lm +55.0. - 72.0 2 3/4- UNBOLTED 'Awl"lasill." (W)M-M& Aw 20-176 MAW UsM grit I INSTALLATION DETAILS FOR OEBON #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES WOOD HFAM 01=10" Cot, 1/4-0 TAPOON 0 0 '111040 WOOD EMETRAC WADER WAM HILADER p "LAM 1/4* 112- ./r, '10A 41 G 411, SUWATON TV OLM - I #ft. 1 : (Micwo� QLADI I PANEL LINGTH imery is) PAM Max. PANEL LOOM (SEE mort. I PANEL LENGTH KOVING wSlAv TO OLM LAU Ve eve (SEE mm, Klow) $040" -0 CLASS Sim INOMMW ism 46) -2QqI 1/4 M'S Al 3 u- 4 . 1% No w "a ,4 Al CD 0 1/41 1 W/ NUT 'a 3/32' am WAINCR 0 12 yr Oe 1/2' CC I �� 7 ,, CONT. MIT IIW40001A ft(8=9 la" OC. 1/4*0 TAINCON 0 C G.0 "OtL4m $!=ON 0 a' CeL W/ MrAOMM W/ SIM a UkDMH -mww of ftATE WOOD PI.All PILATE OF PLATE 1� moovm (w PLATE MING" Q:;;rvM0 MATE D jjg;s� PLATr W" AMC A="= WALL OUI I'ATIENif � _.M WALL NIQUIM 09 LAWN WAI L go MUG ims LAM _4 I_ SCALE 3/8"- 1* If rl SCALE 3/8' SMAUE 3/0'.1 SCALE 3/s.. I" EN FLORIDA 111ALINNIG CODE (1419h Velocity Hurrican INSTAUATIONS Alit ONLY 'AID FOR PALOMOS " %S.D 013104 LONVIS TO .35A -no PSF AND PANEL'S UIMOI UP 10 W-41' 20 GAGE GALVANIZED STEEL STORM Pau 2 MR ww wow FRANC! C WOOD VCMKM TO K SOUTWEAVIN "'Ane"'C" Pk* NO, 2. Is/ SPECIFIC DEW" OF 0,55 OR LOW. I / lam lmV__ GLOBAL PROTECTION PRODUCTS, LLCJ INICON AWHORS stocif REQUIRED J 1/4- yw. I INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES lij; TAPCON AHCMFIS ANCHORS 1, TA90M ANCHORS S 111,11COAT oc� cc. Ole. POURED CO"CKM pouRm Commm OR Come" on Come" BLOW woustim BLOCK RE4xfto /A. Moo, Lb, 00 Ills G -0 G I i w IDO�. =,or Vouvw) Wior GLASS "Ot �.N-law VIA 7T CD CD EVA Co. EDA 'v wi,4 it's W/ 1 :-0, MS, I ; 3/2 NUT 1011311011 /4 a P 32LI in"r NUT ISPENER A",, SING ­,J78-0 3/j2. Wme WA (BEYOND) 0 12 1/2- 04 44, TAPCON ANCROATS _44* IAPCON ANCHORS 4 1�r D.C. 4 tIr oe (STAIDGEIRM IN/ SOJD) 0 4 I/r oC. POURED cowcom POURED CONCRETE CA CONCRm SLOCK TR IM104cm-mmu OR CDNCRCrC BLOCK REDUIRDO f4cum RWLMM WALL M0llE!,lj 11WAIIA71ON QWNMNG INWALLAWN WALL kM0WlkW"2 I A' CATION WALL 19010 _0 IWAIIATION lk RE LAR ANIEL It, LIFIC USAMIETY ANEL 46 Affl"PANIFIL A Ufim6mrL sestj SCALE 3/8--1 * SCALT 31W-i" SCALE 3/w-I" XE low is AV 20 FOR AWAM "K & Am= "ft - SpAcrol 'm PWP"AfM Will) WOOD sees. PFAC -vow woom ~Al AMOCAS SPACINCIS MA) MM"A4 (INN: OVA" AN vow= ON TOO SONEWLAt Mo CA " IWO OWARD ON 'W."r $0,11ou MINIM ANDION 9INVOINO 0 "TIALTIND VIVOING *0" 04 ScHmm 14M U fm ago" IF THE FOLLOWING FACTM PON 1_6 amitivow To K pop" amum As SPAM Oltk*O 40M VACTOR SHALL NOT x LESS Tw We" Mow. m0cova MR Eke" Me"" TYPE ON "s Sch"ta r A Vr INSTALL&TION DETAILS FOR OF110N J2 F-09 LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES 1/4*f TAKON SO' D.C. THONAIDED AT WOOD HEADER NEADER WOOD =vlIEAl 0 _p to Ism EXISTING GLASS 0 PAkh Zlkltf (SEE NOTE 1 8110111) (D 014-10 PAWLIATIE FLA 0 6 I/A` O'c. MIN. THREADED ON �j At NUDWIDTH OF PLATE WALL &UW INSTALLATION 711 ALTERNATNE AAW WALE 3/a'.I- am 1. fWSTALLAWNS AM ONLY VALID FOR IFUILDNGS WITH A.&D. bit" LOADS LIP To .55.6, -72.0 PSF AND PANEL'S LENGTH UP TO W-11" 2- MR #AV *00111 FRAME CONSTRUCTOW WOOD MEMBERS TO RE SOLITKAIN PINE NO. 2. W/ SPECIFIC DUMPY OF o5b OR EQUAL A 2-.4- WOOD PLATE '113,40 5/32* WIND RUI REQUIRED WAS4ER 0 6 114- OC. ON Vow 10) 'L' Mo.. ------ PANEL LD41H (SEE ROM BELOW) S'S IA& wi 7/0 043/3u2- 4 4: T G 2".4, WOOD Y 7 O'd 3/32' INING Nuff WASHER 0 MYOND) PANCUATE KA is 0 $/A- D.C. =14, I MIN THRIAIDOD NICK A LOONOTH OF T PLATE WALL Ad 0 Urf SAFETY PANE SCALE 3/8--t- INSTALLATION QUAILS FOR OPTION #2 FOR UEE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUC URES y�-.1APCON ANCHORS Topcom ANCHORS at aC As O.C. trMOED WlOneol ro"So on co.,49"w"llk, JKWKD "LOUIRIED F-C-_ j Into Moo- - ED.# Ciwye. aelixa GOSS y -FL -3, 'A' a CD X1 i Utro Pm.umATE PLUS %V/ 'a AANUMATt w/ -11 ?/32 ... NUT /3r *#a WIT WASIO 0 a O.C. POURED CONCRETE -POUFAM CONCRETE 00 KOCK OR CONCRETE SLMk fto=" REOUM WALI WOVM INSTALLATION WALL kWjW= IRUAI 'AT N Awaku a A a rf�rl SCALE 3/6'-v* SCALE 3/r-i* am Vow I a n MR AOCMM Tof All, a As ED I" I SINIC010 $0 OWAUAnM 000 WDOO apm FOW *Mow m now We" 00 1 3 3 3 D., =LIAE MR C & LOW ll� 04WAM, 0. SCRmw RID= MLLfft"4 TeAcrima soDom ON lismamat AML FA = =NW OVA= P THE FOUDW4 W- F- 11,15 OPOW" to N POSML Omm 'a' -7, lA%Cv4 OVAM U" Mw WOU MM Is LOS IIIAK MUMN SPACIPIC *O"To -a- Tm 0-nits sommusur r r I ac 1.0 3 tLill I - - I E-Z KING SIDRW PAM S"DWN ON INIS PRODUCT EVALUATION DCCUWV (P,LD,� HAS BEEN VERIFIED FOR CQMPIJAMCF IN It -) kftN4MUlJ DMM&4 OF TNICON MOMS AND PANEUAAIT FEMALE to & PANCUALTE PLUS KID CONCRETE ACCORDANCE WITH THE 2020 (?In EDITION) OF THE FLORIDA BUILDING CODE. K= WALL Be 1 %/A - DESIGN WIND LOADS SK46LL SE DE. MINED AS PER SECTION 1820OF THE ADM NIENTONED CODE, 111) MWNLPM EMBEDMENT OF 1/4-0 X 7/6' CALK-01 ANCHORS SHALL K IS 7/0- INTO CONCRETE FOR A WIND SKIED AS RrOUIRIOD by THE AMISDICI)ON WHERE THESE POVYIERS, WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MAIIIERIAL SHALL BE PERMITTED. FOR A DIRIECTIONAUTY FACTOR Kd.OA5. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) 1/4* 0-20 SS SIDEWALK DOLTS USED SHAU K LONG EMOUGH(SHOULD ANY FINISH MATERIAL 0" TO OCSAIN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26, ENGAGE 3/4' IWO ARCHOOIS. IN ORDER TO VERIFY tK ABOVE CONDITION. ULTIMATE DESIO WIND LOADS DETERMINED PER ASCE 7-15 N I SHALL BE FIRST RLDUCED TO A." DESIGN WIND LOADS By MULTIPLYING TMV By 0.5 IN ORDER TO &3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRM PANELS BE FOUND ON THE EXISTING WAL.L. TO COMPARE THESE W1 MAX, (AA-D) DESIGN PRESSURE RATINGS INVICATED ON SHUTS 2A A 25. ANCHORS SHALL 91 LONG ENOUGH I() REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORIVIDIF f AS MENTIONED 00 B.i AND 94 11.2). IN ORDER TO VEMEY TW COMPONENTS AND ANCHORS ON MS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33Z INCREASE IN MIOMWE STRESS FOR WIND LOWS WAS HM USED IN THEIR ANALYSIS FW04M SPACING TO WOOD HAS KEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015 (C) ANCHORS SHALL BE M7AU.ED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. STOW PANELS ADEQUACY FOR IMPAIN AND FATIGUE RESISTANCE KOS IIEE* VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LAOMTORY. INC, REPORT IT 2032, AS PROTOCCILS TAS-201, 11 ft SHALL BE THE RESPONSIS&LITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHLfrlER TAS-202 AND IAS-203 19 TO BE ATTACHED TO tNSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED To COMCRIETE, BLOCK 2. 11413 SWEIII HAS KEN D[SQNC) TO K INSTALLED ON THE OUTSIDE Or THE OPENING AMMING IM OPENING FROM THE Orl WOOD FRAME BUILDINGS, INSIDE W/O THE USE OF A LADDER OR LATE THIS APPLICATION 4 VAUD *OEM INSTALLATION t5 INTENDED TO 6C PERFORwo 12. FIVE INSTALLATION CONTRACTOR is TO SEAL/CAULK All SHUTTER COMPONEAll EDGES WHICH REMAIN tN CONTINUOUS "M THE INSIDE OF STRUCTURE. CONTACT WITH THE BIJILDING 10 PREVENT WOO/RNN INTMAVOIN CAIJLK AND SEAL SHUTTER TRACK& ALI AROUND fULL 3. SERIES IOOID INSTALLATION is APPLICABLE TO SAGU, AND DOUMA HUNC, STYLE WINDOWS WHEN INSTALLATION IS REQUIRCO to K LENGTH. PERrORMED FROM THE INSIDE Or STRUCTURE. 13 SID" PANEL WSIALLATION SHALL COMPLY WITH SPECS INDICATED fM THIS DRAWING PLUS MY BUILDING AND IDMINC 4. SERVES 2000 INSTALLATION IS APPLICABLE IQ SINGLE AND DOUBLE HIM AND HDRf?DICA,, SL,OEFCS STYLE WINDOWS WHEN RECULADONS PROVIOCO BY THE A)RISDICIDON WHERE PEIMIT tS APPLIED 10. INSTALLATION 6 REQUIRED TO BE PERFORMED FROM THE "ft OF STRUMPE. 14 AIVUM *VCM AND 00005, PC. E - Z HAW STORM PANEL SYSTEM' IS PAOR POOM, a. ALI ALUMINUM EXTRUS0,1570 OLE 6063-76 ALLOY AND TEMPEk (UNUESS OTHIE"ISE NOTED) 15. (a) THIS PRODUCT EVALUATION OOCUMCW (P.C.D.) PREPARED BY THIS ENCRNEZIR IS OEWFK AND DOES NOT PRONIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I .. WHERE TK SITE CONDITIONS DEVIATE fltDM TW PEA S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 AUDY- (11) CONTRACTOR TO BE RESPONSIBLE FOR THE SO.M*14, PURCHA511 AND INSTALLATION INCLUCKNO LIFE SAFETY OF 7- ALL STEEL $HEV METAL PANELS SHALL HAVI, SlfHJCIUAAL OUAQTY SITEL_ ASTU A-453 GRAOL 50 MI.., GALVANIZED SEEIL THIS PRODUCT aASLD ON THIS PE.O. PADVM HE/114 DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESOUTON W/Fy- W.5 kol (AFTER ROLUED), THIS DOCUMENT CONSTRUCTION SAFETY 0 WE IS THE CON7RACTOR'S RESPONsoun. 8- ALL SCIVICINS TO K STAINLESS STEEL 304 OR 316 AIT SERIES OR CORROSION RESISTANT COATU CARBON WELL As PER DIN W THIS PRODUCE EVALUATION DOCUMENT VALL 1* CONSIDERED IFIVAUD W MOCNIED. 50DIS W/ 50 Iml YIELD STRENGTH AND 10 JW TENSILE STACWH & SHALL COMPLY W/ FLORIDA SUfLown; CODE SECTION 2411,3,3.4 (4) SITE SPECIFIC PROJECTS SHALL Of PREPARED By A FLORIDA RE067MED ENGINEER OR ARCWTECT WHICH WILL 0. DOLTS TO K ASTIA A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL, " 36 Up 1INNIMILIM YIELD STRENGTH. BECOME THE ENGINEER Of RECORD MCA) I" ME PROJECT MO WHO WILL BE RESPONSIBLE FOR THE PROPER USE Or THE Pt 0, ENGINEER OF RECORD. ACTING AS A DELEGATED EMOINCIER TO THE P.E.O. ENGINEER, SHALL 10. ANCHORS 10 WALI. SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DFIAVISMICS FOR REVIEW (A) M M'-qM POURED COh"M- (e) IM PAM SHALL BEAR THE DATE AND ORIGINAL SM AND SrGAATURr or THE PROFESSONAL ENGINEER or 1/4"ll 1APICON ANCHORS AS MANUFACTURED ITT ITS SUILM. W, (ARM. fe-3i92 Doi) RECORD THAT PREPARED N 114, 0 X 7/6- CALX-IN ANCHORS. AS MANUFACTURED BY DIVALT INC. (MIN. f'O.SDOO p-i.) #94-10 PAWn-VATE FEMALE ID A PANELIVIATE " ANCHORS. AS ~ACTURM BY ELCO CONSTRUCTION PRODUCT&_ 10. STORM PANEL MANUFACTURM LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STOMA PANEL M ast) ACCORDANCE WITH SECTION 17011.9.3 OF FlOMQA BUILDING CODE, OW LABEL SHALL K PLACED FOR r.VV OPENING� LABELING TO COMPLY WfOl SECTION 17094.2 OF THE FLORIDA BUILDING CODE AA) MINIMUM EMBEDMENT OF TAPOON AND40RS MO POUIVED CONCRETE SHAU RE I 314T AND 2- FOR PANELMATIE FEIAAUE ID A P"LMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4-0 W 7/8* CALX-IN ANC14ORS SHALL BE is 716' INTO CONCRETE NO EMBEDMENT INTO ANY F04H MATERIAL SHAU. BE PERMITTED. 1/4- 01-20 SS SIDEWALK DOLTS USED SHALL BE LONG EMOUGH(SHOULO ANY FINISH MATERAt. EXIST) TO INGAGI 3/4' MO ANCHORS. Al"I I; A., 43) 01 CASE THAT PRECAST SMf;L. PRECAST CONCRETE PAWIA, OR PAVERS BE rOUND ON THE EXWlNQ WALL OR nDOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WIND SkICH PANELS. ANCHORAGE SHALL BE AS MEMIINM IN 41) AND IN A,2), (9) 10 EXISMNG No. 44167 - 1/4" f TA" ANCHORS AS MANUFACTURED BY IT* OMDEX. INC, FLORIDA WILDING CODE (NIgh Vedoully, Hur an* Zone) t/4 - 0 X 1/0' CALK-#N ANCHORS, AS MANUFACTURED NY OEWALT INC (f'­1500 pai.) ow 11.11m siC. Fr. 20 CAK GALVANIZED STEEL STORM PANEL F avm 11, 0 1 4-10 PAWLIMATE FEMALE 0 AND PAW.VATE PLUSS ANCHORS, AS W"ACTURED BY ELCO CONSTRUCTION Le; PRODUCTS Ct'.-2071 p.s.I) /_ �.NAL GLOBAL PROTECTM PRODUCTS. LLC. Z.M �� 4m as. at slow Is 004L FL am, 20-176 PA- W.'ai WAM4 ft %w In :41-L MI 11 1 ows- w Is -00 > 2 -d 2') - cc 2 Cu CIO a p CU -Cu Ch CD -0 0-0-0 a 2 0 q) 0 CD- C 3: C a .0 LL Cu 0 4­4 4- CU 0 > E w 2 L_ It Cn 0 CU cc.. Cu 4- -0-4 - .0 .= co < z z w Mi Cal LO :s. LLJ 04 C= C-i CL C­ (= m C, Cn CIA 7 -w - ;,< = LA_ Cc co _= C%4 W C= cc - C-4 Lu C2- W 5. E c ou C, C= 3t m M =a- CE COMPONENTS FOR SERIES 2000 A; 10QO E-Z HANG STORM PANELS '/24 10 ism AGO: a mulw INSTAUATION OETNLS FOR SERIES 2009 AND 1000 E-Z HANG STORM (SCALE 1/2-1 us a a V/24 4/2410. tact lom 2 mum Max 2'/24 b, V/24 01 EANEL (1) INTP POUREO CQNCREJE OR CONCRETE BLOCK CANA CIDNICINTIT ANDIM moo -(m socoAt at Sim ft) or 111,011T "m am low as �m -r6-)- om Mo*. - - 13,196- (TOTAL tow") - - 12,5w. (EFFECTIVIL WID40- 2 END or Q6 io 4 4 MUM" 4)� cn -4-0 1/4' Emf,-- ', "set 7 .073, 075* To Tylal '44 1 J, -I T 2.2' 'Fill- 1 CD 102t� 2.2,40. OMAN 10110" PAPIEL) PVV4w T T I PAQ -1 "'IS I- - - I I I TYR. MIA& .4 + WE MR L L 4 NWW Ill 3. 4 wj#w "IfIRRIBRININ U) DOE 1�_� ­1 1 �7 4 T-1 I in 5 '06 i I I ;�� el * � I Tl� V -6230'- R-2.470--i a Cu =3 > (D STORM PANEL 2AYO� VAM 1 .11. Lj�l_ ".. ! . 40 As It -v -4 44 (1) REVE Q *U* UACK iT REARSED "he MUCK PAMvLlmlT (TYP.) 10', I v I Im sod'hia: v­z­ = smiaxut '�l 3. CV, .4. -a,- am 'WE 4 IDAW MR C=ff A"CKW SM 3: 1 to am co-st M CLAW mw otism, wl ~0 "m I tT WPW TO" I TO at-=. CL Su wev U.0 I =."&p To BE INSTAULD AT EACH F AL0Mn (3)./ OR woo-Q) R" law TYPICAL ELMnION FOR 5 IEZ 2000 rIZICAL UV"08 FOR 1000 mwl-low INSIDE or srmxww E-2 HANG STOg&.H�L AR IRO I SYSTE E-Z b" STORM PANEL W25, -- ----- m Z� M­ W r-1,14' M. GAP 114. ft. Gwol IV -A _1 i 11 1 1 1 /4- IAVV, w I 1 11? CD N /1 1777 7 17 7 '17-7 77"7 Z X It j All ge I I I �r, r _J 16 ISOMMIC VIEW DML A Ow 2. ROUNDED CORNER 0 ENDS Of PANELS (Zrm (3) is, as - (1) - (2) KAMETO COO END UP W/ E SECTION R_ 41m-wit". 0 SW a am R& 3 aw Alm (1) OMNfflON LIP SIM 1�t E 2 HANG STOMA PANEL SYSTEM CONSISTING OF PANEL as 5' M.. TRANS AlTOIA 4 PANELMAIIE PLUS OR IS' LOW BOTTOM W/ PAKLAAAM, wow (?ywl; wwtz,'.� I �,,j 0). DUAMIMIN W-200-M: I - Z KNING STOW PANEL SYSTEM CONSImm OF PAWL VIF 1\ C-1. TRACKII TOP a BOTTOM, (2), END PANELS SHALL COME= 'k OWER TOE SU PANCLIAXIES OR. tr Tjr w/ IS- LOW ?rl By MEANS OF 2"x!S"(Ma% (2) 0 PANELS 014LL ALWAYS ME CONNECTED 10 BOTTOM TRACK OTHEMSE A STOP BAR END PANELS NMI ALWAYS BE OR, Twic PA ALUM, ANQLE USIO K TOP OF SUCH PANELS, $Kau �� I 41.Sjk� am at 6 (F PROVIDED AT RE CA�m IQ MM/ Do NGI-78 Mum ALLOY 3HNUL womal �M, . *w A) �@ .1 went a) VX so Iro. 125' (3) IF END P S ARE CONNIV T� TA C.00!�IfCTION SmmJ. CONSIST OF OCSCR INTINO OMIT. WALL ANQ DIRM M 32r= NU% 7r MI ass. 0 vx! 114"314T MLVVL JOUMSSCRCW WALL WOU BOTTOM yu�, LOCATION (W FASIENERS MAY BE AT EITHER OF TWO INST. ;PM 4 13), MR CASES WHEN END PANELS ARE USE JOINTLY W/ IS* AT EXTERIOR FLAT FLANGES OF END PANEL BUT ENO PAWLS ARE 101 CONVIVIECTED TO _"l0.0GTW% STOP BAR 0 =0 FLOOR TO C��tl BUILD -OUT INST. CIO MOM I of PRICKADIED AT TOP OF SUCH Pons, SECT" 41 (4:)� IN CASE THAI END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.*. A STOP BAR (4). F=ALLATWM WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIFIECILY AV-.0 WALE 3/0-1* WALE 3/9-l' is ONLY U=M:;X4Al LEAST TWU PMELSINIIALL BEE CONNECTED TO W"OM TRACK TO EXISTING SILL C& "ll" PANEL w 1IM901COM" ML mn m WSW SPECS ON NOTE (3) ADME, SUCH CASE. CONNECTION OF PAWLS K USED JOINTLY W/ I Z. mmum zOM TRACK TO WALL Let C In " A, 1"'111501460 A BOTTOM TRACK W OCCUR AT ANY PAWL IOCAT*4 VTWO PA14ELMAYM FOLLOWING SHOW ON ELEVATION 4 ol PWM -I OF (a Data 014 Im"'mov ego To - st loss", (5) SEE SECTION 11, y A, 4' ON SHEET 24- SEE ANCHOR SCHEDULE ON SSM 25, W. WOE DISTANCL FOR THIS PXTR TO 'VA CA Lu "010110110.0% NOT NEW TO SE CONNECTED 1 INSTALLED am am 006 se,*- SOW M. ,WF,W Pt:%S LEFT 0 R0ff SIDE OF MR PAWL) HAVE THEIR BY 8 NO. 44167 0 C%VVA nOM CAN K < FLORIDA OUWNO CODE (Nigh VoLocify Nu cone zone) �m 11.10VID. wC. FLORIDA WILDING CODE (fth Velocity Hu come Zone) U M xor�� Aw FLORIDA BUILDING CODE fth ViiiIscity, Nu cone Zan .750* *am l%:%m mc. No. 4 167 20 DADE G&VAMIZED STEEL STORM PANEL To tam 1,131ca m rp M 10F 20 UGE GALVANHO STEEL STORM PANEL owl* ft STATE OF 20 WE GALVANIZED STEEL STORM PANEL or. z il MAIL j L-I ;.--I GLOBAL PROTECTION PRODUCTS, U.C. mom PRMCTMN Fwam LLC. z AtTv GLOBAL PROTECTION PRODUCTS, LLC. /T ME C _* "=X" D" 11LIECO. 4@M Its, IV smum, STOP BAR Awmsl STREET Belt Awm5I %?am I I" LOW M�4 20-176 "Zol , to" -, 20-176 se, m -a e.". rat POOL ON)M-?NL rw ")M-wm 20-176 < 3"W(Max.) ALLIM. ANGLE A . Z�_ � looll. `I_ V, A JIM ok-ammis 6063-15 Alum. ALLOY LZIE =-F.MiRF-1 mome (SN)w�lse, FAR, OMAWMI WAM4 -. - I"! . - sel sloo0d, . 1 401 call PC VAVU "LIP A x.,PL I IVA "-saw I MI ! 1 RE. wit./manimiLtum lz IZ11111-1101-11 - , . I Pam ;-.-m a I am IN 11L I _lF91 A I I SHEET NO. SH 1.2 INICON AWHORS stocif REQUIRED J 1/4- yw. I INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES lij; TAPCON AHCMFIS ANCHORS 1, TA90M ANCHORS S 111,11COAT oc� cc. Ole. POURED CO"CKM pouRm Commm OR Come" on Come" BLOW woustim BLOCK RE4xfto /A. Moo, Lb, 00 Ills G -0 G I i w IDO�. =,or Vouvw) Wior GLASS "Ot �.N-law VIA 7T CD CD EVA Co. EDA 'v wi,4 it's W/ 1 :-0, MS, I ; 3/2 NUT 1011311011 /4 a P 32LI in"r NUT ISPENER A",, SING ­,J78-0 3/j2. Wme WA (BEYOND) 0 12 1/2- 04 44, TAPCON ANCROATS _44* IAPCON ANCHORS 4 1�r D.C. 4 tIr oe (STAIDGEIRM IN/ SOJD) 0 4 I/r oC. POURED cowcom POURED CONCRETE CA CONCRm SLOCK TR IM104cm-mmu OR CDNCRCrC BLOCK REDUIRDO f4cum RWLMM WALL M0llE!,lj 11WAIIA71ON QWNMNG INWALLAWN WALL kM0WlkW"2 I A' CATION WALL 19010 _0 IWAIIATION lk RE LAR ANIEL It, LIFIC USAMIETY ANEL 46 Affl"PANIFIL A Ufim6mrL sestj SCALE 3/8--1 * SCALT 31W-i" SCALE 3/w-I" XE low is AV 20 FOR AWAM "K & Am= "ft - SpAcrol 'm PWP"AfM Will) WOOD sees. PFAC -vow woom ~Al AMOCAS SPACINCIS MA) MM"A4 (INN: OVA" AN vow= ON TOO SONEWLAt Mo CA " IWO OWARD ON 'W."r $0,11ou MINIM ANDION 9INVOINO 0 "TIALTIND VIVOING *0" 04 ScHmm 14M U fm ago" IF THE FOLLOWING FACTM PON 1_6 amitivow To K pop" amum As SPAM Oltk*O 40M VACTOR SHALL NOT x LESS Tw We" Mow. m0cova MR Eke" Me"" TYPE ON "s Sch"ta r A Vr INSTALL&TION DETAILS FOR OF110N J2 F-09 LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES 1/4*f TAKON SO' D.C. THONAIDED AT WOOD HEADER NEADER WOOD =vlIEAl 0 _p to Ism EXISTING GLASS 0 PAkh Zlkltf (SEE NOTE 1 8110111) (D 014-10 PAWLIATIE FLA 0 6 I/A` O'c. MIN. THREADED ON �j At NUDWIDTH OF PLATE WALL &UW INSTALLATION 711 ALTERNATNE AAW WALE 3/a'.I- am 1. fWSTALLAWNS AM ONLY VALID FOR IFUILDNGS WITH A.&D. bit" LOADS LIP To .55.6, -72.0 PSF AND PANEL'S LENGTH UP TO W-11" 2- MR #AV *00111 FRAME CONSTRUCTOW WOOD MEMBERS TO RE SOLITKAIN PINE NO. 2. W/ SPECIFIC DUMPY OF o5b OR EQUAL A 2-.4- WOOD PLATE '113,40 5/32* WIND RUI REQUIRED WAS4ER 0 6 114- OC. ON Vow 10) 'L' Mo.. ------ PANEL LD41H (SEE ROM BELOW) S'S IA& wi 7/0 043/3u2- 4 4: T G 2".4, WOOD Y 7 O'd 3/32' INING Nuff WASHER 0 MYOND) PANCUATE KA is 0 $/A- D.C. =14, I MIN THRIAIDOD NICK A LOONOTH OF T PLATE WALL Ad 0 Urf SAFETY PANE SCALE 3/8--t- INSTALLATION QUAILS FOR OPTION #2 FOR UEE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUC URES y�-.1APCON ANCHORS Topcom ANCHORS at aC As O.C. trMOED WlOneol ro"So on co.,49"w"llk, JKWKD "LOUIRIED F-C-_ j Into Moo- - ED.# Ciwye. aelixa GOSS y -FL -3, 'A' a CD X1 i Utro Pm.umATE PLUS %V/ 'a AANUMATt w/ -11 ?/32 ... NUT /3r *#a WIT WASIO 0 a O.C. POURED CONCRETE -POUFAM CONCRETE 00 KOCK OR CONCRETE SLMk fto=" REOUM WALI WOVM INSTALLATION WALL kWjW= IRUAI 'AT N Awaku a A a rf�rl SCALE 3/6'-v* SCALE 3/r-i* am Vow I a n MR AOCMM Tof All, a As ED I" I SINIC010 $0 OWAUAnM 000 WDOO apm FOW *Mow m now We" 00 1 3 3 3 D., =LIAE MR C & LOW ll� 04WAM, 0. SCRmw RID= MLLfft"4 TeAcrima soDom ON lismamat AML FA = =NW OVA= P THE FOUDW4 W- F- 11,15 OPOW" to N POSML Omm 'a' -7, lA%Cv4 OVAM U" Mw WOU MM Is LOS IIIAK MUMN SPACIPIC *O"To -a- Tm 0-nits sommusur r r I ac 1.0 3 tLill I - - I E-Z KING SIDRW PAM S"DWN ON INIS PRODUCT EVALUATION DCCUWV (P,LD,� HAS BEEN VERIFIED FOR CQMPIJAMCF IN It -) kftN4MUlJ DMM&4 OF TNICON MOMS AND PANEUAAIT FEMALE to & PANCUALTE PLUS KID CONCRETE ACCORDANCE WITH THE 2020 (?In EDITION) OF THE FLORIDA BUILDING CODE. K= WALL Be 1 %/A - DESIGN WIND LOADS SK46LL SE DE. MINED AS PER SECTION 1820OF THE ADM NIENTONED CODE, 111) MWNLPM EMBEDMENT OF 1/4-0 X 7/6' CALK-01 ANCHORS SHALL K IS 7/0- INTO CONCRETE FOR A WIND SKIED AS RrOUIRIOD by THE AMISDICI)ON WHERE THESE POVYIERS, WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MAIIIERIAL SHALL BE PERMITTED. FOR A DIRIECTIONAUTY FACTOR Kd.OA5. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) 1/4* 0-20 SS SIDEWALK DOLTS USED SHAU K LONG EMOUGH(SHOULD ANY FINISH MATERIAL 0" TO OCSAIN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26, ENGAGE 3/4' IWO ARCHOOIS. IN ORDER TO VERIFY tK ABOVE CONDITION. ULTIMATE DESIO WIND LOADS DETERMINED PER ASCE 7-15 N I SHALL BE FIRST RLDUCED TO A." DESIGN WIND LOADS By MULTIPLYING TMV By 0.5 IN ORDER TO &3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRM PANELS BE FOUND ON THE EXISTING WAL.L. TO COMPARE THESE W1 MAX, (AA-D) DESIGN PRESSURE RATINGS INVICATED ON SHUTS 2A A 25. ANCHORS SHALL 91 LONG ENOUGH I() REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORIVIDIF f AS MENTIONED 00 B.i AND 94 11.2). IN ORDER TO VEMEY TW COMPONENTS AND ANCHORS ON MS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33Z INCREASE IN MIOMWE STRESS FOR WIND LOWS WAS HM USED IN THEIR ANALYSIS FW04M SPACING TO WOOD HAS KEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015 (C) ANCHORS SHALL BE M7AU.ED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. STOW PANELS ADEQUACY FOR IMPAIN AND FATIGUE RESISTANCE KOS IIEE* VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LAOMTORY. INC, REPORT IT 2032, AS PROTOCCILS TAS-201, 11 ft SHALL BE THE RESPONSIS&LITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHLfrlER TAS-202 AND IAS-203 19 TO BE ATTACHED TO tNSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED To COMCRIETE, BLOCK 2. 11413 SWEIII HAS KEN D[SQNC) TO K INSTALLED ON THE OUTSIDE Or THE OPENING AMMING IM OPENING FROM THE Orl WOOD FRAME BUILDINGS, INSIDE W/O THE USE OF A LADDER OR LATE THIS APPLICATION 4 VAUD *OEM INSTALLATION t5 INTENDED TO 6C PERFORwo 12. FIVE INSTALLATION CONTRACTOR is TO SEAL/CAULK All SHUTTER COMPONEAll EDGES WHICH REMAIN tN CONTINUOUS "M THE INSIDE OF STRUCTURE. CONTACT WITH THE BIJILDING 10 PREVENT WOO/RNN INTMAVOIN CAIJLK AND SEAL SHUTTER TRACK& ALI AROUND fULL 3. SERIES IOOID INSTALLATION is APPLICABLE TO SAGU, AND DOUMA HUNC, STYLE WINDOWS WHEN INSTALLATION IS REQUIRCO to K LENGTH. PERrORMED FROM THE INSIDE Or STRUCTURE. 13 SID" PANEL WSIALLATION SHALL COMPLY WITH SPECS INDICATED fM THIS DRAWING PLUS MY BUILDING AND IDMINC 4. SERVES 2000 INSTALLATION IS APPLICABLE IQ SINGLE AND DOUBLE HIM AND HDRf?DICA,, SL,OEFCS STYLE WINDOWS WHEN RECULADONS PROVIOCO BY THE A)RISDICIDON WHERE PEIMIT tS APPLIED 10. INSTALLATION 6 REQUIRED TO BE PERFORMED FROM THE "ft OF STRUMPE. 14 AIVUM *VCM AND 00005, PC. E - Z HAW STORM PANEL SYSTEM' IS PAOR POOM, a. ALI ALUMINUM EXTRUS0,1570 OLE 6063-76 ALLOY AND TEMPEk (UNUESS OTHIE"ISE NOTED) 15. (a) THIS PRODUCT EVALUATION OOCUMCW (P.C.D.) PREPARED BY THIS ENCRNEZIR IS OEWFK AND DOES NOT PRONIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I .. WHERE TK SITE CONDITIONS DEVIATE fltDM TW PEA S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 AUDY- (11) CONTRACTOR TO BE RESPONSIBLE FOR THE SO.M*14, PURCHA511 AND INSTALLATION INCLUCKNO LIFE SAFETY OF 7- ALL STEEL $HEV METAL PANELS SHALL HAVI, SlfHJCIUAAL OUAQTY SITEL_ ASTU A-453 GRAOL 50 MI.., GALVANIZED SEEIL THIS PRODUCT aASLD ON THIS PE.O. PADVM HE/114 DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESOUTON W/Fy- W.5 kol (AFTER ROLUED), THIS DOCUMENT CONSTRUCTION SAFETY 0 WE IS THE CON7RACTOR'S RESPONsoun. 8- ALL SCIVICINS TO K STAINLESS STEEL 304 OR 316 AIT SERIES OR CORROSION RESISTANT COATU CARBON WELL As PER DIN W THIS PRODUCE EVALUATION DOCUMENT VALL 1* CONSIDERED IFIVAUD W MOCNIED. 50DIS W/ 50 Iml YIELD STRENGTH AND 10 JW TENSILE STACWH & SHALL COMPLY W/ FLORIDA SUfLown; CODE SECTION 2411,3,3.4 (4) SITE SPECIFIC PROJECTS SHALL Of PREPARED By A FLORIDA RE067MED ENGINEER OR ARCWTECT WHICH WILL 0. DOLTS TO K ASTIA A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL, " 36 Up 1INNIMILIM YIELD STRENGTH. BECOME THE ENGINEER Of RECORD MCA) I" ME PROJECT MO WHO WILL BE RESPONSIBLE FOR THE PROPER USE Or THE Pt 0, ENGINEER OF RECORD. ACTING AS A DELEGATED EMOINCIER TO THE P.E.O. ENGINEER, SHALL 10. ANCHORS 10 WALI. SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DFIAVISMICS FOR REVIEW (A) M M'-qM POURED COh"M- (e) IM PAM SHALL BEAR THE DATE AND ORIGINAL SM AND SrGAATURr or THE PROFESSONAL ENGINEER or 1/4"ll 1APICON ANCHORS AS MANUFACTURED ITT ITS SUILM. W, (ARM. fe-3i92 Doi) RECORD THAT PREPARED N 114, 0 X 7/6- CALX-IN ANCHORS. AS MANUFACTURED BY DIVALT INC. (MIN. f'O.SDOO p-i.) #94-10 PAWn-VATE FEMALE ID A PANELIVIATE " ANCHORS. AS ~ACTURM BY ELCO CONSTRUCTION PRODUCT&_ 10. STORM PANEL MANUFACTURM LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STOMA PANEL M ast) ACCORDANCE WITH SECTION 17011.9.3 OF FlOMQA BUILDING CODE, OW LABEL SHALL K PLACED FOR r.VV OPENING� LABELING TO COMPLY WfOl SECTION 17094.2 OF THE FLORIDA BUILDING CODE AA) MINIMUM EMBEDMENT OF TAPOON AND40RS MO POUIVED CONCRETE SHAU RE I 314T AND 2- FOR PANELMATIE FEIAAUE ID A P"LMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4-0 W 7/8* CALX-IN ANC14ORS SHALL BE is 716' INTO CONCRETE NO EMBEDMENT INTO ANY F04H MATERIAL SHAU. BE PERMITTED. 1/4- 01-20 SS SIDEWALK DOLTS USED SHALL BE LONG EMOUGH(SHOULO ANY FINISH MATERAt. EXIST) TO INGAGI 3/4' MO ANCHORS. Al"I I; A., 43) 01 CASE THAT PRECAST SMf;L. PRECAST CONCRETE PAWIA, OR PAVERS BE rOUND ON THE EXWlNQ WALL OR nDOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WIND SkICH PANELS. ANCHORAGE SHALL BE AS MEMIINM IN 41) AND IN A,2), (9) 10 EXISMNG No. 44167 - 1/4" f TA" ANCHORS AS MANUFACTURED BY IT* OMDEX. INC, FLORIDA WILDING CODE (NIgh Vedoully, Hur an* Zone) t/4 - 0 X 1/0' CALK-#N ANCHORS, AS MANUFACTURED NY OEWALT INC (f'­1500 pai.) ow 11.11m siC. Fr. 20 CAK GALVANIZED STEEL STORM PANEL F avm 11, 0 1 4-10 PAWLIMATE FEMALE 0 AND PAW.VATE PLUSS ANCHORS, AS W"ACTURED BY ELCO CONSTRUCTION Le; PRODUCTS Ct'.-2071 p.s.I) /_ �.NAL GLOBAL PROTECTM PRODUCTS. LLC. Z.M �� 4m as. at slow Is 004L FL am, 20-176 PA- W.'ai WAM4 ft %w In :41-L MI 11 1 ows- w Is -00 > 2 -d 2') - cc 2 Cu CIO a p CU -Cu Ch CD -0 0-0-0 a 2 0 q) 0 CD- C 3: C a .0 LL Cu 0 4­4 4- CU 0 > E w 2 L_ It Cn 0 CU cc.. Cu 4- -0-4 - .0 .= co < z z w Mi Cal LO :s. LLJ 04 C= C-i CL C­ (= m C, Cn CIA 7 -w - ;,< = LA_ Cc co _= C%4 W C= cc - C-4 Lu C2- W 5. E c ou C, C= 3t m M =a- CE COMPONENTS FOR SERIES 2000 A; 10QO E-Z HANG STORM PANELS '/24 10 ism AGO: a mulw INSTAUATION OETNLS FOR SERIES 2009 AND 1000 E-Z HANG STORM (SCALE 1/2-1 us a a V/24 4/2410. tact lom 2 mum Max 2'/24 b, V/24 01 EANEL (1) INTP POUREO CQNCREJE OR CONCRETE BLOCK CANA CIDNICINTIT ANDIM moo -(m socoAt at Sim ft) or 111,011T "m am low as �m -r6-)- om Mo*. - - 13,196- (TOTAL tow") - - 12,5w. (EFFECTIVIL WID40- 2 END or Q6 io 4 4 MUM" 4)� cn -4-0 1/4' Emf,-- ', "set 7 .073, 075* To Tylal '44 1 J, -I T 2.2' 'Fill- 1 CD 102t� 2.2,40. OMAN 10110" PAPIEL) PVV4w T T I PAQ -1 "'IS I- - - I I I TYR. MIA& .4 + WE MR L L 4 NWW Ill 3. 4 wj#w "IfIRRIBRININ U) DOE 1�_� ­1 1 �7 4 T-1 I in 5 '06 i I I ;�� el * � I Tl� V -6230'- R-2.470--i a Cu =3 > (D STORM PANEL 2AYO� VAM 1 .11. Lj�l_ ".. ! . 40 As It -v -4 44 (1) REVE Q *U* UACK iT REARSED "he MUCK PAMvLlmlT (TYP.) 10', I v I Im sod'hia: v­z­ = smiaxut '�l 3. CV, .4. -a,- am 'WE 4 IDAW MR C=ff A"CKW SM 3: 1 to am co-st M CLAW mw otism, wl ~0 "m I tT WPW TO" I TO at-=. CL Su wev U.0 I =."&p To BE INSTAULD AT EACH F AL0Mn (3)./ OR woo-Q) R" law TYPICAL ELMnION FOR 5 IEZ 2000 rIZICAL UV"08 FOR 1000 mwl-low INSIDE or srmxww E-2 HANG STOg&.H�L AR IRO I SYSTE E-Z b" STORM PANEL W25, -- ----- m Z� M­ W r-1,14' M. GAP 114. ft. Gwol IV -A _1 i 11 1 1 1 /4- IAVV, w I 1 11? CD N /1 1777 7 17 7 '17-7 77"7 Z X It j All ge I I I �r, r _J 16 ISOMMIC VIEW DML A Ow 2. ROUNDED CORNER 0 ENDS Of PANELS (Zrm (3) is, as - (1) - (2) KAMETO COO END UP W/ E SECTION R_ 41m-wit". 0 SW a am R& 3 aw Alm (1) OMNfflON LIP SIM 1�t E 2 HANG STOMA PANEL SYSTEM CONSISTING OF PANEL as 5' M.. TRANS AlTOIA 4 PANELMAIIE PLUS OR IS' LOW BOTTOM W/ PAKLAAAM, wow (?ywl; wwtz,'.� I �,,j 0). DUAMIMIN W-200-M: I - Z KNING STOW PANEL SYSTEM CONSImm OF PAWL VIF 1\ C-1. TRACKII TOP a BOTTOM, (2), END PANELS SHALL COME= 'k OWER TOE SU PANCLIAXIES OR. tr Tjr w/ IS- LOW ?rl By MEANS OF 2"x!S"(Ma% (2) 0 PANELS 014LL ALWAYS ME CONNECTED 10 BOTTOM TRACK OTHEMSE A STOP BAR END PANELS NMI ALWAYS BE OR, Twic PA ALUM, ANQLE USIO K TOP OF SUCH PANELS, $Kau �� I 41.Sjk� am at 6 (F PROVIDED AT RE CA�m IQ MM/ Do NGI-78 Mum ALLOY 3HNUL womal �M, . *w A) �@ .1 went a) VX so Iro. 125' (3) IF END P S ARE CONNIV T� TA C.00!�IfCTION SmmJ. CONSIST OF OCSCR INTINO OMIT. WALL ANQ DIRM M 32r= NU% 7r MI ass. 0 vx! 114"314T MLVVL JOUMSSCRCW WALL WOU BOTTOM yu�, LOCATION (W FASIENERS MAY BE AT EITHER OF TWO INST. ;PM 4 13), MR CASES WHEN END PANELS ARE USE JOINTLY W/ IS* AT EXTERIOR FLAT FLANGES OF END PANEL BUT ENO PAWLS ARE 101 CONVIVIECTED TO _"l0.0GTW% STOP BAR 0 =0 FLOOR TO C��tl BUILD -OUT INST. CIO MOM I of PRICKADIED AT TOP OF SUCH Pons, SECT" 41 (4:)� IN CASE THAI END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.*. A STOP BAR (4). F=ALLATWM WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIFIECILY AV-.0 WALE 3/0-1* WALE 3/9-l' is ONLY U=M:;X4Al LEAST TWU PMELSINIIALL BEE CONNECTED TO W"OM TRACK TO EXISTING SILL C& "ll" PANEL w 1IM901COM" ML mn m WSW SPECS ON NOTE (3) ADME, SUCH CASE. CONNECTION OF PAWLS K USED JOINTLY W/ I Z. mmum zOM TRACK TO WALL Let C In " A, 1"'111501460 A BOTTOM TRACK W OCCUR AT ANY PAWL IOCAT*4 VTWO PA14ELMAYM FOLLOWING SHOW ON ELEVATION 4 ol PWM -I OF (a Data 014 Im"'mov ego To - st loss", (5) SEE SECTION 11, y A, 4' ON SHEET 24- SEE ANCHOR SCHEDULE ON SSM 25, W. WOE DISTANCL FOR THIS PXTR TO 'VA CA Lu "010110110.0% NOT NEW TO SE CONNECTED 1 INSTALLED am am 006 se,*- SOW M. ,WF,W Pt:%S LEFT 0 R0ff SIDE OF MR PAWL) HAVE THEIR BY 8 NO. 44167 0 C%VVA nOM CAN K < FLORIDA OUWNO CODE (Nigh VoLocify Nu cone zone) �m 11.10VID. wC. FLORIDA WILDING CODE (fth Velocity Hu come Zone) U M xor�� Aw FLORIDA BUILDING CODE fth ViiiIscity, Nu cone Zan .750* *am l%:%m mc. No. 4 167 20 DADE G&VAMIZED STEEL STORM PANEL To tam 1,131ca m rp M 10F 20 UGE GALVANHO STEEL STORM PANEL owl* ft STATE OF 20 WE GALVANIZED STEEL STORM PANEL or. z il MAIL j L-I ;.--I GLOBAL PROTECTION PRODUCTS, U.C. mom PRMCTMN Fwam LLC. z AtTv GLOBAL PROTECTION PRODUCTS, LLC. /T ME C _* "=X" D" 11LIECO. 4@M Its, IV smum, STOP BAR Awmsl STREET Belt Awm5I %?am I I" LOW M�4 20-176 "Zol , to" -, 20-176 se, m -a e.". rat POOL ON)M-?NL rw ")M-wm 20-176 < 3"W(Max.) ALLIM. ANGLE A . Z�_ � looll. `I_ V, A JIM ok-ammis 6063-15 Alum. ALLOY LZIE =-F.MiRF-1 mome (SN)w�lse, FAR, OMAWMI WAM4 -. - I"! . - sel sloo0d, . 1 401 call PC VAVU "LIP A x.,PL I IVA "-saw I MI ! 1 RE. wit./manimiLtum lz IZ11111-1101-11 - , . I Pam ;-.-m a I am IN 11L I _lF91 A I I SHEET NO. SH 1.2 INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES lij; TAPCON AHCMFIS ANCHORS 1, TA90M ANCHORS S 111,11COAT oc� cc. Ole. POURED CO"CKM pouRm Commm OR Come" on Come" BLOW woustim BLOCK RE4xfto /A. Moo, Lb, 00 Ills G -0 G I i w IDO�. =,or Vouvw) Wior GLASS "Ot �.N-law VIA 7T CD CD EVA Co. EDA 'v wi,4 it's W/ 1 :-0, MS, I ; 3/2 NUT 1011311011 /4 a P 32LI in"r NUT ISPENER A",, SING ­,J78-0 3/j2. Wme WA (BEYOND) 0 12 1/2- 04 44, TAPCON ANCROATS _44* IAPCON ANCHORS 4 1�r D.C. 4 tIr oe (STAIDGEIRM IN/ SOJD) 0 4 I/r oC. POURED cowcom POURED CONCRETE CA CONCRm SLOCK TR IM104cm-mmu OR CDNCRCrC BLOCK REDUIRDO f4cum RWLMM WALL M0llE!,lj 11WAIIA71ON QWNMNG INWALLAWN WALL kM0WlkW"2 I A' CATION WALL 19010 _0 IWAIIATION lk RE LAR ANIEL It, LIFIC USAMIETY ANEL 46 Affl"PANIFIL A Ufim6mrL sestj SCALE 3/8--1 * SCALT 31W-i" SCALE 3/w-I" XE low is AV 20 FOR AWAM "K & Am= "ft - SpAcrol 'm PWP"AfM Will) WOOD sees. PFAC -vow woom ~Al AMOCAS SPACINCIS MA) MM"A4 (INN: OVA" AN vow= ON TOO SONEWLAt Mo CA " IWO OWARD ON 'W."r $0,11ou MINIM ANDION 9INVOINO 0 "TIALTIND VIVOING *0" 04 ScHmm 14M U fm ago" IF THE FOLLOWING FACTM PON 1_6 amitivow To K pop" amum As SPAM Oltk*O 40M VACTOR SHALL NOT x LESS Tw We" Mow. m0cova MR Eke" Me"" TYPE ON "s Sch"ta r A Vr INSTALL&TION DETAILS FOR OF110N J2 F-09 LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES 1/4*f TAKON SO' D.C. THONAIDED AT WOOD HEADER NEADER WOOD =vlIEAl 0 _p to Ism EXISTING GLASS 0 PAkh Zlkltf (SEE NOTE 1 8110111) (D 014-10 PAWLIATIE FLA 0 6 I/A` O'c. MIN. THREADED ON �j At NUDWIDTH OF PLATE WALL &UW INSTALLATION 711 ALTERNATNE AAW WALE 3/a'.I- am 1. fWSTALLAWNS AM ONLY VALID FOR IFUILDNGS WITH A.&D. bit" LOADS LIP To .55.6, -72.0 PSF AND PANEL'S LENGTH UP TO W-11" 2- MR #AV *00111 FRAME CONSTRUCTOW WOOD MEMBERS TO RE SOLITKAIN PINE NO. 2. W/ SPECIFIC DUMPY OF o5b OR EQUAL A 2-.4- WOOD PLATE '113,40 5/32* WIND RUI REQUIRED WAS4ER 0 6 114- OC. ON Vow 10) 'L' Mo.. ------ PANEL LD41H (SEE ROM BELOW) S'S IA& wi 7/0 043/3u2- 4 4: T G 2".4, WOOD Y 7 O'd 3/32' INING Nuff WASHER 0 MYOND) PANCUATE KA is 0 $/A- D.C. =14, I MIN THRIAIDOD NICK A LOONOTH OF T PLATE WALL Ad 0 Urf SAFETY PANE SCALE 3/8--t- INSTALLATION QUAILS FOR OPTION #2 FOR UEE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUC URES y�-.1APCON ANCHORS Topcom ANCHORS at aC As O.C. trMOED WlOneol ro"So on co.,49"w"llk, JKWKD "LOUIRIED F-C-_ j Into Moo- - ED.# Ciwye. aelixa GOSS y -FL -3, 'A' a CD X1 i Utro Pm.umATE PLUS %V/ 'a AANUMATt w/ -11 ?/32 ... NUT /3r *#a WIT WASIO 0 a O.C. POURED CONCRETE -POUFAM CONCRETE 00 KOCK OR CONCRETE SLMk fto=" REOUM WALI WOVM INSTALLATION WALL kWjW= IRUAI 'AT N Awaku a A a rf�rl SCALE 3/6'-v* SCALE 3/r-i* am Vow I a n MR AOCMM Tof All, a As ED I" I SINIC010 $0 OWAUAnM 000 WDOO apm FOW *Mow m now We" 00 1 3 3 3 D., =LIAE MR C & LOW ll� 04WAM, 0. SCRmw RID= MLLfft"4 TeAcrima soDom ON lismamat AML FA = =NW OVA= P THE FOUDW4 W- F- 11,15 OPOW" to N POSML Omm 'a' -7, lA%Cv4 OVAM U" Mw WOU MM Is LOS IIIAK MUMN SPACIPIC *O"To -a- Tm 0-nits sommusur r r I ac 1.0 3 tLill I - - I E-Z KING SIDRW PAM S"DWN ON INIS PRODUCT EVALUATION DCCUWV (P,LD,� HAS BEEN VERIFIED FOR CQMPIJAMCF IN It -) kftN4MUlJ DMM&4 OF TNICON MOMS AND PANEUAAIT FEMALE to & PANCUALTE PLUS KID CONCRETE ACCORDANCE WITH THE 2020 (?In EDITION) OF THE FLORIDA BUILDING CODE. K= WALL Be 1 %/A - DESIGN WIND LOADS SK46LL SE DE. MINED AS PER SECTION 1820OF THE ADM NIENTONED CODE, 111) MWNLPM EMBEDMENT OF 1/4-0 X 7/6' CALK-01 ANCHORS SHALL K IS 7/0- INTO CONCRETE FOR A WIND SKIED AS RrOUIRIOD by THE AMISDICI)ON WHERE THESE POVYIERS, WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MAIIIERIAL SHALL BE PERMITTED. FOR A DIRIECTIONAUTY FACTOR Kd.OA5. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) 1/4* 0-20 SS SIDEWALK DOLTS USED SHAU K LONG EMOUGH(SHOULD ANY FINISH MATERIAL 0" TO OCSAIN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26, ENGAGE 3/4' IWO ARCHOOIS. IN ORDER TO VERIFY tK ABOVE CONDITION. ULTIMATE DESIO WIND LOADS DETERMINED PER ASCE 7-15 N I SHALL BE FIRST RLDUCED TO A." DESIGN WIND LOADS By MULTIPLYING TMV By 0.5 IN ORDER TO &3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRM PANELS BE FOUND ON THE EXISTING WAL.L. TO COMPARE THESE W1 MAX, (AA-D) DESIGN PRESSURE RATINGS INVICATED ON SHUTS 2A A 25. ANCHORS SHALL 91 LONG ENOUGH I() REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORIVIDIF f AS MENTIONED 00 B.i AND 94 11.2). IN ORDER TO VEMEY TW COMPONENTS AND ANCHORS ON MS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33Z INCREASE IN MIOMWE STRESS FOR WIND LOWS WAS HM USED IN THEIR ANALYSIS FW04M SPACING TO WOOD HAS KEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015 (C) ANCHORS SHALL BE M7AU.ED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. STOW PANELS ADEQUACY FOR IMPAIN AND FATIGUE RESISTANCE KOS IIEE* VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LAOMTORY. INC, REPORT IT 2032, AS PROTOCCILS TAS-201, 11 ft SHALL BE THE RESPONSIS&LITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHLfrlER TAS-202 AND IAS-203 19 TO BE ATTACHED TO tNSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED To COMCRIETE, BLOCK 2. 11413 SWEIII HAS KEN D[SQNC) TO K INSTALLED ON THE OUTSIDE Or THE OPENING AMMING IM OPENING FROM THE Orl WOOD FRAME BUILDINGS, INSIDE W/O THE USE OF A LADDER OR LATE THIS APPLICATION 4 VAUD *OEM INSTALLATION t5 INTENDED TO 6C PERFORwo 12. FIVE INSTALLATION CONTRACTOR is TO SEAL/CAULK All SHUTTER COMPONEAll EDGES WHICH REMAIN tN CONTINUOUS "M THE INSIDE OF STRUCTURE. CONTACT WITH THE BIJILDING 10 PREVENT WOO/RNN INTMAVOIN CAIJLK AND SEAL SHUTTER TRACK& ALI AROUND fULL 3. SERIES IOOID INSTALLATION is APPLICABLE TO SAGU, AND DOUMA HUNC, STYLE WINDOWS WHEN INSTALLATION IS REQUIRCO to K LENGTH. PERrORMED FROM THE INSIDE Or STRUCTURE. 13 SID" PANEL WSIALLATION SHALL COMPLY WITH SPECS INDICATED fM THIS DRAWING PLUS MY BUILDING AND IDMINC 4. SERVES 2000 INSTALLATION IS APPLICABLE IQ SINGLE AND DOUBLE HIM AND HDRf?DICA,, SL,OEFCS STYLE WINDOWS WHEN RECULADONS PROVIOCO BY THE A)RISDICIDON WHERE PEIMIT tS APPLIED 10. INSTALLATION 6 REQUIRED TO BE PERFORMED FROM THE "ft OF STRUMPE. 14 AIVUM *VCM AND 00005, PC. E - Z HAW STORM PANEL SYSTEM' IS PAOR POOM, a. ALI ALUMINUM EXTRUS0,1570 OLE 6063-76 ALLOY AND TEMPEk (UNUESS OTHIE"ISE NOTED) 15. (a) THIS PRODUCT EVALUATION OOCUMCW (P.C.D.) PREPARED BY THIS ENCRNEZIR IS OEWFK AND DOES NOT PRONIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I .. WHERE TK SITE CONDITIONS DEVIATE fltDM TW PEA S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 AUDY- (11) CONTRACTOR TO BE RESPONSIBLE FOR THE SO.M*14, PURCHA511 AND INSTALLATION INCLUCKNO LIFE SAFETY OF 7- ALL STEEL $HEV METAL PANELS SHALL HAVI, SlfHJCIUAAL OUAQTY SITEL_ ASTU A-453 GRAOL 50 MI.., GALVANIZED SEEIL THIS PRODUCT aASLD ON THIS PE.O. PADVM HE/114 DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESOUTON W/Fy- W.5 kol (AFTER ROLUED), THIS DOCUMENT CONSTRUCTION SAFETY 0 WE IS THE CON7RACTOR'S RESPONsoun. 8- ALL SCIVICINS TO K STAINLESS STEEL 304 OR 316 AIT SERIES OR CORROSION RESISTANT COATU CARBON WELL As PER DIN W THIS PRODUCE EVALUATION DOCUMENT VALL 1* CONSIDERED IFIVAUD W MOCNIED. 50DIS W/ 50 Iml YIELD STRENGTH AND 10 JW TENSILE STACWH & SHALL COMPLY W/ FLORIDA SUfLown; CODE SECTION 2411,3,3.4 (4) SITE SPECIFIC PROJECTS SHALL Of PREPARED By A FLORIDA RE067MED ENGINEER OR ARCWTECT WHICH WILL 0. DOLTS TO K ASTIA A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL, " 36 Up 1INNIMILIM YIELD STRENGTH. BECOME THE ENGINEER Of RECORD MCA) I" ME PROJECT MO WHO WILL BE RESPONSIBLE FOR THE PROPER USE Or THE Pt 0, ENGINEER OF RECORD. ACTING AS A DELEGATED EMOINCIER TO THE P.E.O. ENGINEER, SHALL 10. ANCHORS 10 WALI. SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DFIAVISMICS FOR REVIEW (A) M M'-qM POURED COh"M- (e) IM PAM SHALL BEAR THE DATE AND ORIGINAL SM AND SrGAATURr or THE PROFESSONAL ENGINEER or 1/4"ll 1APICON ANCHORS AS MANUFACTURED ITT ITS SUILM. W, (ARM. fe-3i92 Doi) RECORD THAT PREPARED N 114, 0 X 7/6- CALX-IN ANCHORS. AS MANUFACTURED BY DIVALT INC. (MIN. f'O.SDOO p-i.) #94-10 PAWn-VATE FEMALE ID A PANELIVIATE " ANCHORS. AS ~ACTURM BY ELCO CONSTRUCTION PRODUCT&_ 10. STORM PANEL MANUFACTURM LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STOMA PANEL M ast) ACCORDANCE WITH SECTION 17011.9.3 OF FlOMQA BUILDING CODE, OW LABEL SHALL K PLACED FOR r.VV OPENING� LABELING TO COMPLY WfOl SECTION 17094.2 OF THE FLORIDA BUILDING CODE AA) MINIMUM EMBEDMENT OF TAPOON AND40RS MO POUIVED CONCRETE SHAU RE I 314T AND 2- FOR PANELMATIE FEIAAUE ID A P"LMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4-0 W 7/8* CALX-IN ANC14ORS SHALL BE is 716' INTO CONCRETE NO EMBEDMENT INTO ANY F04H MATERIAL SHAU. BE PERMITTED. 1/4- 01-20 SS SIDEWALK DOLTS USED SHALL BE LONG EMOUGH(SHOULO ANY FINISH MATERAt. EXIST) TO INGAGI 3/4' MO ANCHORS. Al"I I; A., 43) 01 CASE THAT PRECAST SMf;L. PRECAST CONCRETE PAWIA, OR PAVERS BE rOUND ON THE EXWlNQ WALL OR nDOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WIND SkICH PANELS. ANCHORAGE SHALL BE AS MEMIINM IN 41) AND IN A,2), (9) 10 EXISMNG No. 44167 - 1/4" f TA" ANCHORS AS MANUFACTURED BY IT* OMDEX. INC, FLORIDA WILDING CODE (NIgh Vedoully, Hur an* Zone) t/4 - 0 X 1/0' CALK-#N ANCHORS, AS MANUFACTURED NY OEWALT INC (f'­1500 pai.) ow 11.11m siC. Fr. 20 CAK GALVANIZED STEEL STORM PANEL F avm 11, 0 1 4-10 PAWLIMATE FEMALE 0 AND PAW.VATE PLUSS ANCHORS, AS W"ACTURED BY ELCO CONSTRUCTION Le; PRODUCTS Ct'.-2071 p.s.I) /_ �.NAL GLOBAL PROTECTM PRODUCTS. LLC. Z.M �� 4m as. at slow Is 004L FL am, 20-176 PA- W.'ai WAM4 ft %w In :41-L MI 11 1 ows- w Is -00 > 2 -d 2') - cc 2 Cu CIO a p CU -Cu Ch CD -0 0-0-0 a 2 0 q) 0 CD- C 3: C a .0 LL Cu 0 4­4 4- CU 0 > E w 2 L_ It Cn 0 CU cc.. Cu 4- -0-4 - .0 .= co < z z w Mi Cal LO :s. LLJ 04 C= C-i CL C­ (= m C, Cn CIA 7 -w - ;,< = LA_ Cc co _= C%4 W C= cc - C-4 Lu C2- W 5. E c ou C, C= 3t m M =a- CE COMPONENTS FOR SERIES 2000 A; 10QO E-Z HANG STORM PANELS '/24 10 ism AGO: a mulw INSTAUATION OETNLS FOR SERIES 2009 AND 1000 E-Z HANG STORM (SCALE 1/2-1 us a a V/24 4/2410. tact lom 2 mum Max 2'/24 b, V/24 01 EANEL (1) INTP POUREO CQNCREJE OR CONCRETE BLOCK CANA CIDNICINTIT ANDIM moo -(m socoAt at Sim ft) or 111,011T "m am low as �m -r6-)- om Mo*. - - 13,196- (TOTAL tow") - - 12,5w. (EFFECTIVIL WID40- 2 END or Q6 io 4 4 MUM" 4)� cn -4-0 1/4' Emf,-- ', "set 7 .073, 075* To Tylal '44 1 J, -I T 2.2' 'Fill- 1 CD 102t� 2.2,40. OMAN 10110" PAPIEL) PVV4w T T I PAQ -1 "'IS I- - - I I I TYR. MIA& .4 + WE MR L L 4 NWW Ill 3. 4 wj#w "IfIRRIBRININ U) DOE 1�_� ­1 1 �7 4 T-1 I in 5 '06 i I I ;�� el * � I Tl� V -6230'- R-2.470--i a Cu =3 > (D STORM PANEL 2AYO� VAM 1 .11. Lj�l_ ".. ! . 40 As It -v -4 44 (1) REVE Q *U* UACK iT REARSED "he MUCK PAMvLlmlT (TYP.) 10', I v I Im sod'hia: v­z­ = smiaxut '�l 3. CV, .4. -a,- am 'WE 4 IDAW MR C=ff A"CKW SM 3: 1 to am co-st M CLAW mw otism, wl ~0 "m I tT WPW TO" I TO at-=. CL Su wev U.0 I =."&p To BE INSTAULD AT EACH F AL0Mn (3)./ OR woo-Q) R" law TYPICAL ELMnION FOR 5 IEZ 2000 rIZICAL UV"08 FOR 1000 mwl-low INSIDE or srmxww E-2 HANG STOg&.H�L AR IRO I SYSTE E-Z b" STORM PANEL W25, -- ----- m Z� M­ W r-1,14' M. GAP 114. ft. Gwol IV -A _1 i 11 1 1 1 /4- IAVV, w I 1 11? CD N /1 1777 7 17 7 '17-7 77"7 Z X It j All ge I I I �r, r _J 16 ISOMMIC VIEW DML A Ow 2. ROUNDED CORNER 0 ENDS Of PANELS (Zrm (3) is, as - (1) - (2) KAMETO COO END UP W/ E SECTION R_ 41m-wit". 0 SW a am R& 3 aw Alm (1) OMNfflON LIP SIM 1�t E 2 HANG STOMA PANEL SYSTEM CONSISTING OF PANEL as 5' M.. TRANS AlTOIA 4 PANELMAIIE PLUS OR IS' LOW BOTTOM W/ PAKLAAAM, wow (?ywl; wwtz,'.� I �,,j 0). DUAMIMIN W-200-M: I - Z KNING STOW PANEL SYSTEM CONSImm OF PAWL VIF 1\ C-1. TRACKII TOP a BOTTOM, (2), END PANELS SHALL COME= 'k OWER TOE SU PANCLIAXIES OR. tr Tjr w/ IS- LOW ?rl By MEANS OF 2"x!S"(Ma% (2) 0 PANELS 014LL ALWAYS ME CONNECTED 10 BOTTOM TRACK OTHEMSE A STOP BAR END PANELS NMI ALWAYS BE OR, Twic PA ALUM, ANQLE USIO K TOP OF SUCH PANELS, $Kau �� I 41.Sjk� am at 6 (F PROVIDED AT RE CA�m IQ MM/ Do NGI-78 Mum ALLOY 3HNUL womal �M, . *w A) �@ .1 went a) VX so Iro. 125' (3) IF END P S ARE CONNIV T� TA C.00!�IfCTION SmmJ. CONSIST OF OCSCR INTINO OMIT. WALL ANQ DIRM M 32r= NU% 7r MI ass. 0 vx! 114"314T MLVVL JOUMSSCRCW WALL WOU BOTTOM yu�, LOCATION (W FASIENERS MAY BE AT EITHER OF TWO INST. ;PM 4 13), MR CASES WHEN END PANELS ARE USE JOINTLY W/ IS* AT EXTERIOR FLAT FLANGES OF END PANEL BUT ENO PAWLS ARE 101 CONVIVIECTED TO _"l0.0GTW% STOP BAR 0 =0 FLOOR TO C��tl BUILD -OUT INST. CIO MOM I of PRICKADIED AT TOP OF SUCH Pons, SECT" 41 (4:)� IN CASE THAI END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.*. A STOP BAR (4). F=ALLATWM WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIFIECILY AV-.0 WALE 3/0-1* WALE 3/9-l' is ONLY U=M:;X4Al LEAST TWU PMELSINIIALL BEE CONNECTED TO W"OM TRACK TO EXISTING SILL C& "ll" PANEL w 1IM901COM" ML mn m WSW SPECS ON NOTE (3) ADME, SUCH CASE. CONNECTION OF PAWLS K USED JOINTLY W/ I Z. mmum zOM TRACK TO WALL Let C In " A, 1"'111501460 A BOTTOM TRACK W OCCUR AT ANY PAWL IOCAT*4 VTWO PA14ELMAYM FOLLOWING SHOW ON ELEVATION 4 ol PWM -I OF (a Data 014 Im"'mov ego To - st loss", (5) SEE SECTION 11, y A, 4' ON SHEET 24- SEE ANCHOR SCHEDULE ON SSM 25, W. WOE DISTANCL FOR THIS PXTR TO 'VA CA Lu "010110110.0% NOT NEW TO SE CONNECTED 1 INSTALLED am am 006 se,*- SOW M. ,WF,W Pt:%S LEFT 0 R0ff SIDE OF MR PAWL) HAVE THEIR BY 8 NO. 44167 0 C%VVA nOM CAN K < FLORIDA OUWNO CODE (Nigh VoLocify Nu cone zone) �m 11.10VID. wC. FLORIDA WILDING CODE (fth Velocity Hu come Zone) U M xor�� Aw FLORIDA BUILDING CODE fth ViiiIscity, Nu cone Zan .750* *am l%:%m mc. No. 4 167 20 DADE G&VAMIZED STEEL STORM PANEL To tam 1,131ca m rp M 10F 20 UGE GALVANHO STEEL STORM PANEL owl* ft STATE OF 20 WE GALVANIZED STEEL STORM PANEL or. z il MAIL j L-I ;.--I GLOBAL PROTECTION PRODUCTS, U.C. mom PRMCTMN Fwam LLC. z AtTv GLOBAL PROTECTION PRODUCTS, LLC. /T ME C _* "=X" D" 11LIECO. 4@M Its, IV smum, STOP BAR Awmsl STREET Belt Awm5I %?am I I" LOW M�4 20-176 "Zol , to" -, 20-176 se, m -a e.". rat POOL ON)M-?NL rw ")M-wm 20-176 < 3"W(Max.) ALLIM. ANGLE A . Z�_ � looll. `I_ V, A JIM ok-ammis 6063-15 Alum. ALLOY LZIE =-F.MiRF-1 mome (SN)w�lse, FAR, OMAWMI WAM4 -. - I"! . - sel sloo0d, . 1 401 call PC VAVU "LIP A x.,PL I IVA "-saw I MI ! 1 RE. wit./manimiLtum lz IZ11111-1101-11 - , . I Pam ;-.-m a I am IN 11L I _lF91 A I I SHEET NO. SH 1.2 0 PAkh Zlkltf (SEE NOTE 1 8110111) (D 014-10 PAWLIATIE FLA 0 6 I/A` O'c. MIN. THREADED ON �j At NUDWIDTH OF PLATE WALL &UW INSTALLATION 711 ALTERNATNE AAW WALE 3/a'.I- am 1. fWSTALLAWNS AM ONLY VALID FOR IFUILDNGS WITH A.&D. bit" LOADS LIP To .55.6, -72.0 PSF AND PANEL'S LENGTH UP TO W-11" 2- MR #AV *00111 FRAME CONSTRUCTOW WOOD MEMBERS TO RE SOLITKAIN PINE NO. 2. W/ SPECIFIC DUMPY OF o5b OR EQUAL A 2-.4- WOOD PLATE '113,40 5/32* WIND RUI REQUIRED WAS4ER 0 6 114- OC. ON Vow 10) 'L' Mo.. ------ PANEL LD41H (SEE ROM BELOW) S'S IA& wi 7/0 043/3u2- 4 4: T G 2".4, WOOD Y 7 O'd 3/32' INING Nuff WASHER 0 MYOND) PANCUATE KA is 0 $/A- D.C. =14, I MIN THRIAIDOD NICK A LOONOTH OF T PLATE WALL Ad 0 Urf SAFETY PANE SCALE 3/8--t- INSTALLATION QUAILS FOR OPTION #2 FOR UEE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUC URES y�-.1APCON ANCHORS Topcom ANCHORS at aC As O.C. trMOED WlOneol ro"So on co.,49"w"llk, JKWKD "LOUIRIED F-C-_ j Into Moo- - ED.# Ciwye. aelixa GOSS y -FL -3, 'A' a CD X1 i Utro Pm.umATE PLUS %V/ 'a AANUMATt w/ -11 ?/32 ... NUT /3r *#a WIT WASIO 0 a O.C. POURED CONCRETE -POUFAM CONCRETE 00 KOCK OR CONCRETE SLMk fto=" REOUM WALI WOVM INSTALLATION WALL kWjW= IRUAI 'AT N Awaku a A a rf�rl SCALE 3/6'-v* SCALE 3/r-i* am Vow I a n MR AOCMM Tof All, a As ED I" I SINIC010 $0 OWAUAnM 000 WDOO apm FOW *Mow m now We" 00 1 3 3 3 D., =LIAE MR C & LOW ll� 04WAM, 0. SCRmw RID= MLLfft"4 TeAcrima soDom ON lismamat AML FA = =NW OVA= P THE FOUDW4 W- F- 11,15 OPOW" to N POSML Omm 'a' -7, lA%Cv4 OVAM U" Mw WOU MM Is LOS IIIAK MUMN SPACIPIC *O"To -a- Tm 0-nits sommusur r r I ac 1.0 3 tLill I - - I E-Z KING SIDRW PAM S"DWN ON INIS PRODUCT EVALUATION DCCUWV (P,LD,� HAS BEEN VERIFIED FOR CQMPIJAMCF IN It -) kftN4MUlJ DMM&4 OF TNICON MOMS AND PANEUAAIT FEMALE to & PANCUALTE PLUS KID CONCRETE ACCORDANCE WITH THE 2020 (?In EDITION) OF THE FLORIDA BUILDING CODE. K= WALL Be 1 %/A - DESIGN WIND LOADS SK46LL SE DE. MINED AS PER SECTION 1820OF THE ADM NIENTONED CODE, 111) MWNLPM EMBEDMENT OF 1/4-0 X 7/6' CALK-01 ANCHORS SHALL K IS 7/0- INTO CONCRETE FOR A WIND SKIED AS RrOUIRIOD by THE AMISDICI)ON WHERE THESE POVYIERS, WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MAIIIERIAL SHALL BE PERMITTED. FOR A DIRIECTIONAUTY FACTOR Kd.OA5. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) 1/4* 0-20 SS SIDEWALK DOLTS USED SHAU K LONG EMOUGH(SHOULD ANY FINISH MATERIAL 0" TO OCSAIN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26, ENGAGE 3/4' IWO ARCHOOIS. IN ORDER TO VERIFY tK ABOVE CONDITION. ULTIMATE DESIO WIND LOADS DETERMINED PER ASCE 7-15 N I SHALL BE FIRST RLDUCED TO A." DESIGN WIND LOADS By MULTIPLYING TMV By 0.5 IN ORDER TO &3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRM PANELS BE FOUND ON THE EXISTING WAL.L. TO COMPARE THESE W1 MAX, (AA-D) DESIGN PRESSURE RATINGS INVICATED ON SHUTS 2A A 25. ANCHORS SHALL 91 LONG ENOUGH I() REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORIVIDIF f AS MENTIONED 00 B.i AND 94 11.2). IN ORDER TO VEMEY TW COMPONENTS AND ANCHORS ON MS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33Z INCREASE IN MIOMWE STRESS FOR WIND LOWS WAS HM USED IN THEIR ANALYSIS FW04M SPACING TO WOOD HAS KEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015 (C) ANCHORS SHALL BE M7AU.ED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. STOW PANELS ADEQUACY FOR IMPAIN AND FATIGUE RESISTANCE KOS IIEE* VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LAOMTORY. INC, REPORT IT 2032, AS PROTOCCILS TAS-201, 11 ft SHALL BE THE RESPONSIS&LITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHLfrlER TAS-202 AND IAS-203 19 TO BE ATTACHED TO tNSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED To COMCRIETE, BLOCK 2. 11413 SWEIII HAS KEN D[SQNC) TO K INSTALLED ON THE OUTSIDE Or THE OPENING AMMING IM OPENING FROM THE Orl WOOD FRAME BUILDINGS, INSIDE W/O THE USE OF A LADDER OR LATE THIS APPLICATION 4 VAUD *OEM INSTALLATION t5 INTENDED TO 6C PERFORwo 12. FIVE INSTALLATION CONTRACTOR is TO SEAL/CAULK All SHUTTER COMPONEAll EDGES WHICH REMAIN tN CONTINUOUS "M THE INSIDE OF STRUCTURE. CONTACT WITH THE BIJILDING 10 PREVENT WOO/RNN INTMAVOIN CAIJLK AND SEAL SHUTTER TRACK& ALI AROUND fULL 3. SERIES IOOID INSTALLATION is APPLICABLE TO SAGU, AND DOUMA HUNC, STYLE WINDOWS WHEN INSTALLATION IS REQUIRCO to K LENGTH. PERrORMED FROM THE INSIDE Or STRUCTURE. 13 SID" PANEL WSIALLATION SHALL COMPLY WITH SPECS INDICATED fM THIS DRAWING PLUS MY BUILDING AND IDMINC 4. SERVES 2000 INSTALLATION IS APPLICABLE IQ SINGLE AND DOUBLE HIM AND HDRf?DICA,, SL,OEFCS STYLE WINDOWS WHEN RECULADONS PROVIOCO BY THE A)RISDICIDON WHERE PEIMIT tS APPLIED 10. INSTALLATION 6 REQUIRED TO BE PERFORMED FROM THE "ft OF STRUMPE. 14 AIVUM *VCM AND 00005, PC. E - Z HAW STORM PANEL SYSTEM' IS PAOR POOM, a. ALI ALUMINUM EXTRUS0,1570 OLE 6063-76 ALLOY AND TEMPEk (UNUESS OTHIE"ISE NOTED) 15. (a) THIS PRODUCT EVALUATION OOCUMCW (P.C.D.) PREPARED BY THIS ENCRNEZIR IS OEWFK AND DOES NOT PRONIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I .. WHERE TK SITE CONDITIONS DEVIATE fltDM TW PEA S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 AUDY- (11) CONTRACTOR TO BE RESPONSIBLE FOR THE SO.M*14, PURCHA511 AND INSTALLATION INCLUCKNO LIFE SAFETY OF 7- ALL STEEL $HEV METAL PANELS SHALL HAVI, SlfHJCIUAAL OUAQTY SITEL_ ASTU A-453 GRAOL 50 MI.., GALVANIZED SEEIL THIS PRODUCT aASLD ON THIS PE.O. PADVM HE/114 DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESOUTON W/Fy- W.5 kol (AFTER ROLUED), THIS DOCUMENT CONSTRUCTION SAFETY 0 WE IS THE CON7RACTOR'S RESPONsoun. 8- ALL SCIVICINS TO K STAINLESS STEEL 304 OR 316 AIT SERIES OR CORROSION RESISTANT COATU CARBON WELL As PER DIN W THIS PRODUCE EVALUATION DOCUMENT VALL 1* CONSIDERED IFIVAUD W MOCNIED. 50DIS W/ 50 Iml YIELD STRENGTH AND 10 JW TENSILE STACWH & SHALL COMPLY W/ FLORIDA SUfLown; CODE SECTION 2411,3,3.4 (4) SITE SPECIFIC PROJECTS SHALL Of PREPARED By A FLORIDA RE067MED ENGINEER OR ARCWTECT WHICH WILL 0. DOLTS TO K ASTIA A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL, " 36 Up 1INNIMILIM YIELD STRENGTH. BECOME THE ENGINEER Of RECORD MCA) I" ME PROJECT MO WHO WILL BE RESPONSIBLE FOR THE PROPER USE Or THE Pt 0, ENGINEER OF RECORD. ACTING AS A DELEGATED EMOINCIER TO THE P.E.O. ENGINEER, SHALL 10. ANCHORS 10 WALI. SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DFIAVISMICS FOR REVIEW (A) M M'-qM POURED COh"M- (e) IM PAM SHALL BEAR THE DATE AND ORIGINAL SM AND SrGAATURr or THE PROFESSONAL ENGINEER or 1/4"ll 1APICON ANCHORS AS MANUFACTURED ITT ITS SUILM. W, (ARM. fe-3i92 Doi) RECORD THAT PREPARED N 114, 0 X 7/6- CALX-IN ANCHORS. AS MANUFACTURED BY DIVALT INC. (MIN. f'O.SDOO p-i.) #94-10 PAWn-VATE FEMALE ID A PANELIVIATE " ANCHORS. AS ~ACTURM BY ELCO CONSTRUCTION PRODUCT&_ 10. STORM PANEL MANUFACTURM LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STOMA PANEL M ast) ACCORDANCE WITH SECTION 17011.9.3 OF FlOMQA BUILDING CODE, OW LABEL SHALL K PLACED FOR r.VV OPENING� LABELING TO COMPLY WfOl SECTION 17094.2 OF THE FLORIDA BUILDING CODE AA) MINIMUM EMBEDMENT OF TAPOON AND40RS MO POUIVED CONCRETE SHAU RE I 314T AND 2- FOR PANELMATIE FEIAAUE ID A P"LMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4-0 W 7/8* CALX-IN ANC14ORS SHALL BE is 716' INTO CONCRETE NO EMBEDMENT INTO ANY F04H MATERIAL SHAU. BE PERMITTED. 1/4- 01-20 SS SIDEWALK DOLTS USED SHALL BE LONG EMOUGH(SHOULO ANY FINISH MATERAt. EXIST) TO INGAGI 3/4' MO ANCHORS. Al"I I; A., 43) 01 CASE THAT PRECAST SMf;L. PRECAST CONCRETE PAWIA, OR PAVERS BE rOUND ON THE EXWlNQ WALL OR nDOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE WIND SkICH PANELS. ANCHORAGE SHALL BE AS MEMIINM IN 41) AND IN A,2), (9) 10 EXISMNG No. 44167 - 1/4" f TA" ANCHORS AS MANUFACTURED BY IT* OMDEX. INC, FLORIDA WILDING CODE (NIgh Vedoully, Hur an* Zone) t/4 - 0 X 1/0' CALK-#N ANCHORS, AS MANUFACTURED NY OEWALT INC (f'­1500 pai.) ow 11.11m siC. Fr. 20 CAK GALVANIZED STEEL STORM PANEL F avm 11, 0 1 4-10 PAWLIMATE FEMALE 0 AND PAW.VATE PLUSS ANCHORS, AS W"ACTURED BY ELCO CONSTRUCTION Le; PRODUCTS Ct'.-2071 p.s.I) /_ �.NAL GLOBAL PROTECTM PRODUCTS. LLC. Z.M �� 4m as. at slow Is 004L FL am, 20-176 PA- W.'ai WAM4 ft %w In :41-L MI 11 1 ows- w Is -00 > 2 -d 2') - cc 2 Cu CIO a p CU -Cu Ch CD -0 0-0-0 a 2 0 q) 0 CD- C 3: C a .0 LL Cu 0 4­4 4- CU 0 > E w 2 L_ It Cn 0 CU cc.. Cu 4- -0-4 - .0 .= co < z z w Mi Cal LO :s. LLJ 04 C= C-i CL C­ (= m C, Cn CIA 7 -w - ;,< = LA_ Cc co _= C%4 W C= cc - C-4 Lu C2- W 5. E c ou C, C= 3t m M =a- CE COMPONENTS FOR SERIES 2000 A; 10QO E-Z HANG STORM PANELS '/24 10 ism AGO: a mulw INSTAUATION OETNLS FOR SERIES 2009 AND 1000 E-Z HANG STORM (SCALE 1/2-1 us a a V/24 4/2410. tact lom 2 mum Max 2'/24 b, V/24 01 EANEL (1) INTP POUREO CQNCREJE OR CONCRETE BLOCK CANA CIDNICINTIT ANDIM moo -(m socoAt at Sim ft) or 111,011T "m am low as �m -r6-)- om Mo*. - - 13,196- (TOTAL tow") - - 12,5w. (EFFECTIVIL WID40- 2 END or Q6 io 4 4 MUM" 4)� cn -4-0 1/4' Emf,-- ', "set 7 .073, 075* To Tylal '44 1 J, -I T 2.2' 'Fill- 1 CD 102t� 2.2,40. OMAN 10110" PAPIEL) PVV4w T T I PAQ -1 "'IS I- - - I I I TYR. MIA& .4 + WE MR L L 4 NWW Ill 3. 4 wj#w "IfIRRIBRININ U) DOE 1�_� ­1 1 �7 4 T-1 I in 5 '06 i I I ;�� el * � I Tl� V -6230'- R-2.470--i a Cu =3 > (D STORM PANEL 2AYO� VAM 1 .11. Lj�l_ ".. ! . 40 As It -v -4 44 (1) REVE Q *U* UACK iT REARSED "he MUCK PAMvLlmlT (TYP.) 10', I v I Im sod'hia: v­z­ = smiaxut '�l 3. CV, .4. -a,- am 'WE 4 IDAW MR C=ff A"CKW SM 3: 1 to am co-st M CLAW mw otism, wl ~0 "m I tT WPW TO" I TO at-=. CL Su wev U.0 I =."&p To BE INSTAULD AT EACH F AL0Mn (3)./ OR woo-Q) R" law TYPICAL ELMnION FOR 5 IEZ 2000 rIZICAL UV"08 FOR 1000 mwl-low INSIDE or srmxww E-2 HANG STOg&.H�L AR IRO I SYSTE E-Z b" STORM PANEL W25, -- ----- m Z� M­ W r-1,14' M. GAP 114. ft. Gwol IV -A _1 i 11 1 1 1 /4- IAVV, w I 1 11? CD N /1 1777 7 17 7 '17-7 77"7 Z X It j All ge I I I �r, r _J 16 ISOMMIC VIEW DML A Ow 2. ROUNDED CORNER 0 ENDS Of PANELS (Zrm (3) is, as - (1) - (2) KAMETO COO END UP W/ E SECTION R_ 41m-wit". 0 SW a am R& 3 aw Alm (1) OMNfflON LIP SIM 1�t E 2 HANG STOMA PANEL SYSTEM CONSISTING OF PANEL as 5' M.. TRANS AlTOIA 4 PANELMAIIE PLUS OR IS' LOW BOTTOM W/ PAKLAAAM, wow (?ywl; wwtz,'.� I �,,j 0). DUAMIMIN W-200-M: I - Z KNING STOW PANEL SYSTEM CONSImm OF PAWL VIF 1\ C-1. TRACKII TOP a BOTTOM, (2), END PANELS SHALL COME= 'k OWER TOE SU PANCLIAXIES OR. tr Tjr w/ IS- LOW ?rl By MEANS OF 2"x!S"(Ma% (2) 0 PANELS 014LL ALWAYS ME CONNECTED 10 BOTTOM TRACK OTHEMSE A STOP BAR END PANELS NMI ALWAYS BE OR, Twic PA ALUM, ANQLE USIO K TOP OF SUCH PANELS, $Kau �� I 41.Sjk� am at 6 (F PROVIDED AT RE CA�m IQ MM/ Do NGI-78 Mum ALLOY 3HNUL womal �M, . *w A) �@ .1 went a) VX so Iro. 125' (3) IF END P S ARE CONNIV T� TA C.00!�IfCTION SmmJ. CONSIST OF OCSCR INTINO OMIT. WALL ANQ DIRM M 32r= NU% 7r MI ass. 0 vx! 114"314T MLVVL JOUMSSCRCW WALL WOU BOTTOM yu�, LOCATION (W FASIENERS MAY BE AT EITHER OF TWO INST. ;PM 4 13), MR CASES WHEN END PANELS ARE USE JOINTLY W/ IS* AT EXTERIOR FLAT FLANGES OF END PANEL BUT ENO PAWLS ARE 101 CONVIVIECTED TO _"l0.0GTW% STOP BAR 0 =0 FLOOR TO C��tl BUILD -OUT INST. CIO MOM I of PRICKADIED AT TOP OF SUCH Pons, SECT" 41 (4:)� IN CASE THAI END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.*. A STOP BAR (4). F=ALLATWM WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIFIECILY AV-.0 WALE 3/0-1* WALE 3/9-l' is ONLY U=M:;X4Al LEAST TWU PMELSINIIALL BEE CONNECTED TO W"OM TRACK TO EXISTING SILL C& "ll" PANEL w 1IM901COM" ML mn m WSW SPECS ON NOTE (3) ADME, SUCH CASE. CONNECTION OF PAWLS K USED JOINTLY W/ I Z. mmum zOM TRACK TO WALL Let C In " A, 1"'111501460 A BOTTOM TRACK W OCCUR AT ANY PAWL IOCAT*4 VTWO PA14ELMAYM FOLLOWING SHOW ON ELEVATION 4 ol PWM -I OF (a Data 014 Im"'mov ego To - st loss", (5) SEE SECTION 11, y A, 4' ON SHEET 24- SEE ANCHOR SCHEDULE ON SSM 25, W. WOE DISTANCL FOR THIS PXTR TO 'VA CA Lu "010110110.0% NOT NEW TO SE CONNECTED 1 INSTALLED am am 006 se,*- SOW M. ,WF,W Pt:%S LEFT 0 R0ff SIDE OF MR PAWL) HAVE THEIR BY 8 NO. 44167 0 C%VVA nOM CAN K < FLORIDA OUWNO CODE (Nigh VoLocify Nu cone zone) �m 11.10VID. wC. FLORIDA WILDING CODE (fth Velocity Hu come Zone) U M xor�� Aw FLORIDA BUILDING CODE fth ViiiIscity, Nu cone Zan .750* *am l%:%m mc. No. 4 167 20 DADE G&VAMIZED STEEL STORM PANEL To tam 1,131ca m rp M 10F 20 UGE GALVANHO STEEL STORM PANEL owl* ft STATE OF 20 WE GALVANIZED STEEL STORM PANEL or. z il MAIL j L-I ;.--I GLOBAL PROTECTION PRODUCTS, U.C. mom PRMCTMN Fwam LLC. z AtTv GLOBAL PROTECTION PRODUCTS, LLC. /T ME C _* "=X" D" 11LIECO. 4@M Its, IV smum, STOP BAR Awmsl STREET Belt Awm5I %?am I I" LOW M�4 20-176 "Zol , to" -, 20-176 se, m -a e.". rat POOL ON)M-?NL rw ")M-wm 20-176 < 3"W(Max.) ALLIM. ANGLE A . Z�_ � looll. `I_ V, A JIM ok-ammis 6063-15 Alum. ALLOY LZIE =-F.MiRF-1 mome (SN)w�lse, FAR, OMAWMI WAM4 -. - I"! . - sel sloo0d, . 1 401 call PC VAVU "LIP A x.,PL I IVA "-saw I MI ! 1 RE. wit./manimiLtum lz IZ11111-1101-11 - , . I Pam ;-.-m a I am IN 11L I _lF91 A I I SHEET NO. SH 1.2 z z w Mi Cal LO :s. LLJ 04 C= C-i CL C­ (= m C, Cn CIA 7 -w - ;,< = LA_ Cc co _= C%4 W C= cc - C-4 Lu C2- W 5. E c ou C, C= 3t m M =a- CE COMPONENTS FOR SERIES 2000 A; 10QO E-Z HANG STORM PANELS '/24 10 ism AGO: a mulw INSTAUATION OETNLS FOR SERIES 2009 AND 1000 E-Z HANG STORM (SCALE 1/2-1 us a a V/24 4/2410. tact lom 2 mum Max 2'/24 b, V/24 01 EANEL (1) INTP POUREO CQNCREJE OR CONCRETE BLOCK CANA CIDNICINTIT ANDIM moo -(m socoAt at Sim ft) or 111,011T "m am low as �m -r6-)- om Mo*. - - 13,196- (TOTAL tow") - - 12,5w. (EFFECTIVIL WID40- 2 END or Q6 io 4 4 MUM" 4)� cn -4-0 1/4' Emf,-- ', "set 7 .073, 075* To Tylal '44 1 J, -I T 2.2' 'Fill- 1 CD 102t� 2.2,40. OMAN 10110" PAPIEL) PVV4w T T I PAQ -1 "'IS I- - - I I I TYR. MIA& .4 + WE MR L L 4 NWW Ill 3. 4 wj#w "IfIRRIBRININ U) DOE 1�_� ­1 1 �7 4 T-1 I in 5 '06 i I I ;�� el * � I Tl� V -6230'- R-2.470--i a Cu =3 > (D STORM PANEL 2AYO� VAM 1 .11. Lj�l_ ".. ! . 40 As It -v -4 44 (1) REVE Q *U* UACK iT REARSED "he MUCK PAMvLlmlT (TYP.) 10', I v I Im sod'hia: v­z­ = smiaxut '�l 3. CV, .4. -a,- am 'WE 4 IDAW MR C=ff A"CKW SM 3: 1 to am co-st M CLAW mw otism, wl ~0 "m I tT WPW TO" I TO at-=. CL Su wev U.0 I =."&p To BE INSTAULD AT EACH F AL0Mn (3)./ OR woo-Q) R" law TYPICAL ELMnION FOR 5 IEZ 2000 rIZICAL UV"08 FOR 1000 mwl-low INSIDE or srmxww E-2 HANG STOg&.H�L AR IRO I SYSTE E-Z b" STORM PANEL W25, -- ----- m Z� M­ W r-1,14' M. GAP 114. ft. Gwol IV -A _1 i 11 1 1 1 /4- IAVV, w I 1 11? CD N /1 1777 7 17 7 '17-7 77"7 Z X It j All ge I I I �r, r _J 16 ISOMMIC VIEW DML A Ow 2. ROUNDED CORNER 0 ENDS Of PANELS (Zrm (3) is, as - (1) - (2) KAMETO COO END UP W/ E SECTION R_ 41m-wit". 0 SW a am R& 3 aw Alm (1) OMNfflON LIP SIM 1�t E 2 HANG STOMA PANEL SYSTEM CONSISTING OF PANEL as 5' M.. TRANS AlTOIA 4 PANELMAIIE PLUS OR IS' LOW BOTTOM W/ PAKLAAAM, wow (?ywl; wwtz,'.� I �,,j 0). DUAMIMIN W-200-M: I - Z KNING STOW PANEL SYSTEM CONSImm OF PAWL VIF 1\ C-1. TRACKII TOP a BOTTOM, (2), END PANELS SHALL COME= 'k OWER TOE SU PANCLIAXIES OR. tr Tjr w/ IS- LOW ?rl By MEANS OF 2"x!S"(Ma% (2) 0 PANELS 014LL ALWAYS ME CONNECTED 10 BOTTOM TRACK OTHEMSE A STOP BAR END PANELS NMI ALWAYS BE OR, Twic PA ALUM, ANQLE USIO K TOP OF SUCH PANELS, $Kau �� I 41.Sjk� am at 6 (F PROVIDED AT RE CA�m IQ MM/ Do NGI-78 Mum ALLOY 3HNUL womal �M, . *w A) �@ .1 went a) VX so Iro. 125' (3) IF END P S ARE CONNIV T� TA C.00!�IfCTION SmmJ. CONSIST OF OCSCR INTINO OMIT. WALL ANQ DIRM M 32r= NU% 7r MI ass. 0 vx! 114"314T MLVVL JOUMSSCRCW WALL WOU BOTTOM yu�, LOCATION (W FASIENERS MAY BE AT EITHER OF TWO INST. ;PM 4 13), MR CASES WHEN END PANELS ARE USE JOINTLY W/ IS* AT EXTERIOR FLAT FLANGES OF END PANEL BUT ENO PAWLS ARE 101 CONVIVIECTED TO _"l0.0GTW% STOP BAR 0 =0 FLOOR TO C��tl BUILD -OUT INST. CIO MOM I of PRICKADIED AT TOP OF SUCH Pons, SECT" 41 (4:)� IN CASE THAI END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.*. A STOP BAR (4). F=ALLATWM WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIFIECILY AV-.0 WALE 3/0-1* WALE 3/9-l' is ONLY U=M:;X4Al LEAST TWU PMELSINIIALL BEE CONNECTED TO W"OM TRACK TO EXISTING SILL C& "ll" PANEL w 1IM901COM" ML mn m WSW SPECS ON NOTE (3) ADME, SUCH CASE. CONNECTION OF PAWLS K USED JOINTLY W/ I Z. mmum zOM TRACK TO WALL Let C In " A, 1"'111501460 A BOTTOM TRACK W OCCUR AT ANY PAWL IOCAT*4 VTWO PA14ELMAYM FOLLOWING SHOW ON ELEVATION 4 ol PWM -I OF (a Data 014 Im"'mov ego To - st loss", (5) SEE SECTION 11, y A, 4' ON SHEET 24- SEE ANCHOR SCHEDULE ON SSM 25, W. WOE DISTANCL FOR THIS PXTR TO 'VA CA Lu "010110110.0% NOT NEW TO SE CONNECTED 1 INSTALLED am am 006 se,*- SOW M. ,WF,W Pt:%S LEFT 0 R0ff SIDE OF MR PAWL) HAVE THEIR BY 8 NO. 44167 0 C%VVA nOM CAN K < FLORIDA OUWNO CODE (Nigh VoLocify Nu cone zone) �m 11.10VID. wC. FLORIDA WILDING CODE (fth Velocity Hu come Zone) U M xor�� Aw FLORIDA BUILDING CODE fth ViiiIscity, Nu cone Zan .750* *am l%:%m mc. No. 4 167 20 DADE G&VAMIZED STEEL STORM PANEL To tam 1,131ca m rp M 10F 20 UGE GALVANHO STEEL STORM PANEL owl* ft STATE OF 20 WE GALVANIZED STEEL STORM PANEL or. z il MAIL j L-I ;.--I GLOBAL PROTECTION PRODUCTS, U.C. mom PRMCTMN Fwam LLC. z AtTv GLOBAL PROTECTION PRODUCTS, LLC. /T ME C _* "=X" D" 11LIECO. 4@M Its, IV smum, STOP BAR Awmsl STREET Belt Awm5I %?am I I" LOW M�4 20-176 "Zol , to" -, 20-176 se, m -a e.". rat POOL ON)M-?NL rw ")M-wm 20-176 < 3"W(Max.) ALLIM. ANGLE A . Z�_ � looll. `I_ V, A JIM ok-ammis 6063-15 Alum. ALLOY LZIE =-F.MiRF-1 mome (SN)w�lse, FAR, OMAWMI WAM4 -. - I"! . - sel sloo0d, . 1 401 call PC VAVU "LIP A x.,PL I IVA "-saw I MI ! 1 RE. wit./manimiLtum lz IZ11111-1101-11 - , . I Pam ;-.-m a I am IN 11L I _lF91 A I I SHEET NO. SH 1.2 Cal LO :s. LLJ 04 C= C-i CL C­ (= m C, Cn CIA 7 -w - ;,< = LA_ Cc co _= C%4 W C= cc - C-4 Lu C2- W 5. E c ou C, C= 3t m M =a- CE COMPONENTS FOR SERIES 2000 A; 10QO E-Z HANG STORM PANELS '/24 10 ism AGO: a mulw INSTAUATION OETNLS FOR SERIES 2009 AND 1000 E-Z HANG STORM (SCALE 1/2-1 us a a V/24 4/2410. tact lom 2 mum Max 2'/24 b, V/24 01 EANEL (1) INTP POUREO CQNCREJE OR CONCRETE BLOCK CANA CIDNICINTIT ANDIM moo -(m socoAt at Sim ft) or 111,011T "m am low as �m -r6-)- om Mo*. - - 13,196- (TOTAL tow") - - 12,5w. (EFFECTIVIL WID40- 2 END or Q6 io 4 4 MUM" 4)� cn -4-0 1/4' Emf,-- ', "set 7 .073, 075* To Tylal '44 1 J, -I T 2.2' 'Fill- 1 CD 102t� 2.2,40. OMAN 10110" PAPIEL) PVV4w T T I PAQ -1 "'IS I- - - I I I TYR. MIA& .4 + WE MR L L 4 NWW Ill 3. 4 wj#w "IfIRRIBRININ U) DOE 1�_� ­1 1 �7 4 T-1 I in 5 '06 i I I ;�� el * � I Tl� V -6230'- R-2.470--i a Cu =3 > (D STORM PANEL 2AYO� VAM 1 .11. Lj�l_ ".. ! . 40 As It -v -4 44 (1) REVE Q *U* UACK iT REARSED "he MUCK PAMvLlmlT (TYP.) 10', I v I Im sod'hia: v­z­ = smiaxut '�l 3. CV, .4. -a,- am 'WE 4 IDAW MR C=ff A"CKW SM 3: 1 to am co-st M CLAW mw otism, wl ~0 "m I tT WPW TO" I TO at-=. CL Su wev U.0 I =."&p To BE INSTAULD AT EACH F AL0Mn (3)./ OR woo-Q) R" law TYPICAL ELMnION FOR 5 IEZ 2000 rIZICAL UV"08 FOR 1000 mwl-low INSIDE or srmxww E-2 HANG STOg&.H�L AR IRO I SYSTE E-Z b" STORM PANEL W25, -- ----- m Z� M­ W r-1,14' M. GAP 114. ft. Gwol IV -A _1 i 11 1 1 1 /4- IAVV, w I 1 11? CD N /1 1777 7 17 7 '17-7 77"7 Z X It j All ge I I I �r, r _J 16 ISOMMIC VIEW DML A Ow 2. ROUNDED CORNER 0 ENDS Of PANELS (Zrm (3) is, as - (1) - (2) KAMETO COO END UP W/ E SECTION R_ 41m-wit". 0 SW a am R& 3 aw Alm (1) OMNfflON LIP SIM 1�t E 2 HANG STOMA PANEL SYSTEM CONSISTING OF PANEL as 5' M.. TRANS AlTOIA 4 PANELMAIIE PLUS OR IS' LOW BOTTOM W/ PAKLAAAM, wow (?ywl; wwtz,'.� I �,,j 0). DUAMIMIN W-200-M: I - Z KNING STOW PANEL SYSTEM CONSImm OF PAWL VIF 1\ C-1. TRACKII TOP a BOTTOM, (2), END PANELS SHALL COME= 'k OWER TOE SU PANCLIAXIES OR. tr Tjr w/ IS- LOW ?rl By MEANS OF 2"x!S"(Ma% (2) 0 PANELS 014LL ALWAYS ME CONNECTED 10 BOTTOM TRACK OTHEMSE A STOP BAR END PANELS NMI ALWAYS BE OR, Twic PA ALUM, ANQLE USIO K TOP OF SUCH PANELS, $Kau �� I 41.Sjk� am at 6 (F PROVIDED AT RE CA�m IQ MM/ Do NGI-78 Mum ALLOY 3HNUL womal �M, . *w A) �@ .1 went a) VX so Iro. 125' (3) IF END P S ARE CONNIV T� TA C.00!�IfCTION SmmJ. CONSIST OF OCSCR INTINO OMIT. WALL ANQ DIRM M 32r= NU% 7r MI ass. 0 vx! 114"314T MLVVL JOUMSSCRCW WALL WOU BOTTOM yu�, LOCATION (W FASIENERS MAY BE AT EITHER OF TWO INST. ;PM 4 13), MR CASES WHEN END PANELS ARE USE JOINTLY W/ IS* AT EXTERIOR FLAT FLANGES OF END PANEL BUT ENO PAWLS ARE 101 CONVIVIECTED TO _"l0.0GTW% STOP BAR 0 =0 FLOOR TO C��tl BUILD -OUT INST. CIO MOM I of PRICKADIED AT TOP OF SUCH Pons, SECT" 41 (4:)� IN CASE THAI END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.*. A STOP BAR (4). F=ALLATWM WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIFIECILY AV-.0 WALE 3/0-1* WALE 3/9-l' is ONLY U=M:;X4Al LEAST TWU PMELSINIIALL BEE CONNECTED TO W"OM TRACK TO EXISTING SILL C& "ll" PANEL w 1IM901COM" ML mn m WSW SPECS ON NOTE (3) ADME, SUCH CASE. CONNECTION OF PAWLS K USED JOINTLY W/ I Z. mmum zOM TRACK TO WALL Let C In " A, 1"'111501460 A BOTTOM TRACK W OCCUR AT ANY PAWL IOCAT*4 VTWO PA14ELMAYM FOLLOWING SHOW ON ELEVATION 4 ol PWM -I OF (a Data 014 Im"'mov ego To - st loss", (5) SEE SECTION 11, y A, 4' ON SHEET 24- SEE ANCHOR SCHEDULE ON SSM 25, W. WOE DISTANCL FOR THIS PXTR TO 'VA CA Lu "010110110.0% NOT NEW TO SE CONNECTED 1 INSTALLED am am 006 se,*- SOW M. ,WF,W Pt:%S LEFT 0 R0ff SIDE OF MR PAWL) HAVE THEIR BY 8 NO. 44167 0 C%VVA nOM CAN K < FLORIDA OUWNO CODE (Nigh VoLocify Nu cone zone) �m 11.10VID. wC. FLORIDA WILDING CODE (fth Velocity Hu come Zone) U M xor�� Aw FLORIDA BUILDING CODE fth ViiiIscity, Nu cone Zan .750* *am l%:%m mc. No. 4 167 20 DADE G&VAMIZED STEEL STORM PANEL To tam 1,131ca m rp M 10F 20 UGE GALVANHO STEEL STORM PANEL owl* ft STATE OF 20 WE GALVANIZED STEEL STORM PANEL or. z il MAIL j L-I ;.--I GLOBAL PROTECTION PRODUCTS, U.C. mom PRMCTMN Fwam LLC. z AtTv GLOBAL PROTECTION PRODUCTS, LLC. /T ME C _* "=X" D" 11LIECO. 4@M Its, IV smum, STOP BAR Awmsl STREET Belt Awm5I %?am I I" LOW M�4 20-176 "Zol , to" -, 20-176 se, m -a e.". rat POOL ON)M-?NL rw ")M-wm 20-176 < 3"W(Max.) ALLIM. ANGLE A . Z�_ � looll. `I_ V, A JIM ok-ammis 6063-15 Alum. ALLOY LZIE =-F.MiRF-1 mome (SN)w�lse, FAR, OMAWMI WAM4 -. - I"! . - sel sloo0d, . 1 401 call PC VAVU "LIP A x.,PL I IVA "-saw I MI ! 1 RE. wit./manimiLtum lz IZ11111-1101-11 - , . I Pam ;-.-m a I am IN 11L I _lF91 A I I SHEET NO. SH 1.2 COMPONENTS FOR SERIES 2000 A; 10QO E-Z HANG STORM PANELS '/24 10 ism AGO: a mulw INSTAUATION OETNLS FOR SERIES 2009 AND 1000 E-Z HANG STORM (SCALE 1/2-1 us a a V/24 4/2410. tact lom 2 mum Max 2'/24 b, V/24 01 EANEL (1) INTP POUREO CQNCREJE OR CONCRETE BLOCK CANA CIDNICINTIT ANDIM moo -(m socoAt at Sim ft) or 111,011T "m am low as �m -r6-)- om Mo*. - - 13,196- (TOTAL tow") - - 12,5w. (EFFECTIVIL WID40- 2 END or Q6 io 4 4 MUM" 4)� cn -4-0 1/4' Emf,-- ', "set 7 .073, 075* To Tylal '44 1 J, -I T 2.2' 'Fill- 1 CD 102t� 2.2,40. OMAN 10110" PAPIEL) PVV4w T T I PAQ -1 "'IS I- - - I I I TYR. MIA& .4 + WE MR L L 4 NWW Ill 3. 4 wj#w "IfIRRIBRININ U) DOE 1�_� ­1 1 �7 4 T-1 I in 5 '06 i I I ;�� el * � I Tl� V -6230'- R-2.470--i a Cu =3 > (D STORM PANEL 2AYO� VAM 1 .11. Lj�l_ ".. ! . 40 As It -v -4 44 (1) REVE Q *U* UACK iT REARSED "he MUCK PAMvLlmlT (TYP.) 10', I v I Im sod'hia: v­z­ = smiaxut '�l 3. CV, .4. -a,- am 'WE 4 IDAW MR C=ff A"CKW SM 3: 1 to am co-st M CLAW mw otism, wl ~0 "m I tT WPW TO" I TO at-=. CL Su wev U.0 I =."&p To BE INSTAULD AT EACH F AL0Mn (3)./ OR woo-Q) R" law TYPICAL ELMnION FOR 5 IEZ 2000 rIZICAL UV"08 FOR 1000 mwl-low INSIDE or srmxww E-2 HANG STOg&.H�L AR IRO I SYSTE E-Z b" STORM PANEL W25, -- ----- m Z� M­ W r-1,14' M. GAP 114. ft. Gwol IV -A _1 i 11 1 1 1 /4- IAVV, w I 1 11? CD N /1 1777 7 17 7 '17-7 77"7 Z X It j All ge I I I �r, r _J 16 ISOMMIC VIEW DML A Ow 2. ROUNDED CORNER 0 ENDS Of PANELS (Zrm (3) is, as - (1) - (2) KAMETO COO END UP W/ E SECTION R_ 41m-wit". 0 SW a am R& 3 aw Alm (1) OMNfflON LIP SIM 1�t E 2 HANG STOMA PANEL SYSTEM CONSISTING OF PANEL as 5' M.. TRANS AlTOIA 4 PANELMAIIE PLUS OR IS' LOW BOTTOM W/ PAKLAAAM, wow (?ywl; wwtz,'.� I �,,j 0). DUAMIMIN W-200-M: I - Z KNING STOW PANEL SYSTEM CONSImm OF PAWL VIF 1\ C-1. TRACKII TOP a BOTTOM, (2), END PANELS SHALL COME= 'k OWER TOE SU PANCLIAXIES OR. tr Tjr w/ IS- LOW ?rl By MEANS OF 2"x!S"(Ma% (2) 0 PANELS 014LL ALWAYS ME CONNECTED 10 BOTTOM TRACK OTHEMSE A STOP BAR END PANELS NMI ALWAYS BE OR, Twic PA ALUM, ANQLE USIO K TOP OF SUCH PANELS, $Kau �� I 41.Sjk� am at 6 (F PROVIDED AT RE CA�m IQ MM/ Do NGI-78 Mum ALLOY 3HNUL womal �M, . *w A) �@ .1 went a) VX so Iro. 125' (3) IF END P S ARE CONNIV T� TA C.00!�IfCTION SmmJ. CONSIST OF OCSCR INTINO OMIT. WALL ANQ DIRM M 32r= NU% 7r MI ass. 0 vx! 114"314T MLVVL JOUMSSCRCW WALL WOU BOTTOM yu�, LOCATION (W FASIENERS MAY BE AT EITHER OF TWO INST. ;PM 4 13), MR CASES WHEN END PANELS ARE USE JOINTLY W/ IS* AT EXTERIOR FLAT FLANGES OF END PANEL BUT ENO PAWLS ARE 101 CONVIVIECTED TO _"l0.0GTW% STOP BAR 0 =0 FLOOR TO C��tl BUILD -OUT INST. CIO MOM I of PRICKADIED AT TOP OF SUCH Pons, SECT" 41 (4:)� IN CASE THAI END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.*. A STOP BAR (4). F=ALLATWM WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIFIECILY AV-.0 WALE 3/0-1* WALE 3/9-l' is ONLY U=M:;X4Al LEAST TWU PMELSINIIALL BEE CONNECTED TO W"OM TRACK TO EXISTING SILL C& "ll" PANEL w 1IM901COM" ML mn m WSW SPECS ON NOTE (3) ADME, SUCH CASE. CONNECTION OF PAWLS K USED JOINTLY W/ I Z. mmum zOM TRACK TO WALL Let C In " A, 1"'111501460 A BOTTOM TRACK W OCCUR AT ANY PAWL IOCAT*4 VTWO PA14ELMAYM FOLLOWING SHOW ON ELEVATION 4 ol PWM -I OF (a Data 014 Im"'mov ego To - st loss", (5) SEE SECTION 11, y A, 4' ON SHEET 24- SEE ANCHOR SCHEDULE ON SSM 25, W. WOE DISTANCL FOR THIS PXTR TO 'VA CA Lu "010110110.0% NOT NEW TO SE CONNECTED 1 INSTALLED am am 006 se,*- SOW M. ,WF,W Pt:%S LEFT 0 R0ff SIDE OF MR PAWL) HAVE THEIR BY 8 NO. 44167 0 C%VVA nOM CAN K < FLORIDA OUWNO CODE (Nigh VoLocify Nu cone zone) �m 11.10VID. wC. FLORIDA WILDING CODE (fth Velocity Hu come Zone) U M xor�� Aw FLORIDA BUILDING CODE fth ViiiIscity, Nu cone Zan .750* *am l%:%m mc. No. 4 167 20 DADE G&VAMIZED STEEL STORM PANEL To tam 1,131ca m rp M 10F 20 UGE GALVANHO STEEL STORM PANEL owl* ft STATE OF 20 WE GALVANIZED STEEL STORM PANEL or. z il MAIL j L-I ;.--I GLOBAL PROTECTION PRODUCTS, U.C. mom PRMCTMN Fwam LLC. z AtTv GLOBAL PROTECTION PRODUCTS, LLC. /T ME C _* "=X" D" 11LIECO. 4@M Its, IV smum, STOP BAR Awmsl STREET Belt Awm5I %?am I I" LOW M�4 20-176 "Zol , to" -, 20-176 se, m -a e.". rat POOL ON)M-?NL rw ")M-wm 20-176 < 3"W(Max.) ALLIM. ANGLE A . Z�_ � looll. `I_ V, A JIM ok-ammis 6063-15 Alum. ALLOY LZIE =-F.MiRF-1 mome (SN)w�lse, FAR, OMAWMI WAM4 -. - I"! . - sel sloo0d, . 1 401 call PC VAVU "LIP A x.,PL I IVA "-saw I MI ! 1 RE. wit./manimiLtum lz IZ11111-1101-11 - , . I Pam ;-.-m a I am IN 11L I _lF91 A I I SHEET NO. SH 1.2 mly�%47,�l!,W.Iw,A,mi',tl�,!'N�.;..;iv�.;,E:7.11�,:,Nr.WWAW.,,, - �,IiO� - - R P., i, i ii �,� im , . r*� o:.: on ii� a; rl �: on, I is).; VE jp: I ,I IWj IV 1-0-1 I 11111FU111's Im 111111 MOMW A3.0. C'mmm, tr�= t- O"Vt Er" am. - I -m- 11 .041.0. -IFS3 70' 00 LOS 2 911or I GOTTED - ,Z r, Ow -- - - - - - - 13, 1W 1*0' -411.0. -75.3 w OR LESS I I ?/a- SOLVED - 1 4, a 4,* - 7T%Xfg: I;gW�r%.& FUL & WUMKW AT OVERLAP & .0111 OF PANEL 1.09TH M Plum- V1.1i 4 I'!',, W.11�. A.M.) lL,:,�: 0. �i **�11.ilw.�l Ii::,mf'".m1v1: f.m-�-� �;.i *-i.;.:v1"1 I' '11111"'i'llill,1111110. -.":m I pj-,Fql:�,W� 1.�-"�.;�;Aimw.i.,.,��,:Rt�.:.�:wlfil".Ill��� F- w. .W.': ",-��A�'.',74W.,-W:ff-u- ��V.110�1:41,,141 111F 1= I ... W6 "" NNW" ANCHORS WVZM FOR E, 0. - 3 WIP so - APPLICARUE to SECTIONS 0 OL ANY OOM&IMTKW OF THOT MAXIMUM POICL LDO� ILI (A) PIR&UPIE ING (P�&#.) .- I - MAI� ruvLlr TV "Mum Kim to CONCRETE TO CONCRETE Imam ITO CONMER, 10 � to ,,,C,M 10 COMPETE KDON ,, C,V,,M I 19 sARA­Yl, acce 12' MIA 12* NIA 12* N/A 12' "/A V-* Z' (TOP) it' 3,* I to, 1. 51 - 4- 1. A- 1. (BOTTOM) SERIES 20DO + 12' 31 12" '. 1. S. a, ­Twrtom) - Im :t . . - .. . VA N/A N/A N/A - -- N/A ­!!- - IBM . . 70" ON LESS 7' N/A 6 112- 1 N/A 1-1 112" - AI/A 4 1/2" N/A I i. (-) 12, - NIA - _ 2 /A s 1/2- N/A 9 1/2- I H/A 1 3. (wrrom) 12, N/A . 11' M/A 1 12- N/A 1 12- N/A 1 4- (TOP) 1 12' 1 6- 1 12- 9 1/2' 1 12- _ it* 1 12' W I r (emom) I , * LAM To 40.0 P'Iip� A.S.D. DESCH PRESSURE RATM AUX NNIET 34 FOR AMC-= TYPE Al SIVICING MR OWSAMM 000 WOOD new PAOM MINIMUM ANCHOR ~1146 AM kWdMLPA I= OWMM ARE PWXW ON ?He IDODL4.L FOR Eg (M IRAN INERGADO ON SCHONN AIDDEF ANCHOR SFAONO " MuLift"a WACR4 Dow 0* $Dan" IN THE MLONG FACTORS MR THIS OPV%WsDA TO K POW" NEW= 9404 OBTAINED DOW FACTOR SNAU $W OF LESS TWA WOftM VACM M"WD 00111 EACH MOM TYPE AT umm -ANCHORS #MOM TWE - � 1/4-0 ­ upm - .-mcii- -1 ��& �M= I mile 1/4'. "AT-6 I � AMC-= IsAllooll' SO ) 3 I 3 a '/I - �� a PA Ass"I . =� ­2 ,, -3 -3-+-± ,,, - , ,,� - 4 low LA - on � 1 -----.. - ­L ----r ­L od --- I 5 j 112- I - I ,AD I - I tw-- 1­1`t� I ii , r + REQUIRES M" WMM 9170M 901701111 OF PAIAX I I I i , AND 0 to w- 1/2' 1if,.-jI/2* -1 M. r-v-IL-^ : ++ REQUIRES NO& OWANCE SETWEEN BOTTOM OF P44EL I AM 0 TO Kt 3/4" I /116 -1 6r, I mook COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG 5TORM PANEL SYSTEMS (SCALE 112-1 ') 7 � .­­­11 I 15.1W tTOTAL OM) - ­­- - ­­ --- - - - - - 1167*- - -- : - -,2,SW (OFFECTAIS WIDTH) - � -- .­­ � M. .1or ! I.- "= - 7- , 0 - - i i1 4. CL L J74*- AWAL 9 6 1/4* � I . I - a t/4' MP.) - ­ -- I It F- ,.,- " ! 'r 01, I - 1_1;� - - I M. - . ? 1.250' - _too* .1 ]'!, " I I :10.11 1") � � . , ;I-500, I- - - ----I- ! i 111- I - ­' - - 1-3p, -, I 1 '111 .. .. itcl. Ili +. ­ I .... I " I I . I .11 . . ", I I ? , . � 11.f - - . 0.024' MIN THICK : -N . 1 3 ' . 1. I 1. �T, I 14vmt� OLWAM STEEL 6 '. i .375' F-11�1 +1 I . I I ma AWN ASS3 ryp I ,/'-� 2. .oRH, - 1.0157 . -1 . - 67 * 7 I , - A-1-­­: i : GOAK 90 1,10410400 2.123, t � ­ -] - - -, E 1:1;;:-�:j fir - DETAIL A or I - - - I - . - -10" IT-) a) STORM PANEL r - . � . - . ---------- -- I t - D . .. ITYP ) i 1 350* - 1.3. .- MAIL A -- - 2.00D` -- PANELS SNAU. K OWN= ALWAYS - 2.367' - - FROM LEFT To Raw W/ 1/2* I'm (�) 'r TRMK (�) AN= WITH AT END AT LOT SK OF PAM ((��)) -- ""', ,­- . goo. TOP Em - (Won) . � 0024 � - tolowl 'S no Ur ".11 CAL"am Sorru "I" - b;b* 0.,770-, I Iv mom" off >1 ,-, . 1-1 to.05, I , - . - 1� I 11 1. - - � � 11 I" . � :-w 133-i 0.21n - -1 I. � "I "-� , 11 ... �-, I I am . I I I 10 - ,;�� I - -- ".."A � PANEL G.05i "", 0.25 -.--,- , � 10 . ­- ,, 0 , - 10 .. 10 .. .... � I . I -- I I - 2.591- --- - I "'I"k, - - - I I ) ­ . , , seem �, �, I + E. .6. NFL : C15) 0 R (( P 0 2.250' - I b ISOMETIUC VIEW DETAIL A Aii�l - - i'� 4 Va.- Itoo . I , 0 ­ ,A I - : Ltnl' 11-1 ROUNDED CORNO 0 ENDS OF PAWL S - - I - Nk '005, - - END UP W/ HEARNED EDGE I 1123' - -2,371* - - (N.T.S) .For 1IRrAff- I . ) I I ........... - T`r I"All, 13W 75w 4 I �0101- 067- .0 I (�) KEY HIME WASHER pm - U72' I .) 3105-HIS4 ALUM ALLOY @ ICEY NOLL AT PANEL - -* - 1-1 . . 1 1­10 I 1 1 Z.i . 24* .81 '. - SEE SHEET 6 FOR A0000look 'a". I -.1w. - LjmffArm , saw tzmarns is I 1'. : ! . ONLY VALIV FOR SWALLAWO 0410 I t - - - - .125' . I ". I : . I S . T M". Lm I # I (Typj A 'W-' WOOD ST.- � I -- - I --I -2.000" - I-Opc 3750 4� ­1113* � - . - 1 12V 2COOL- LiPlor, _ ,.___ ­- - . . I 1-118 (rfo), I , 050's I- .750' I (�) KV, -H- HUM (j) *U' HEADER -0 I I � I_ I Ar� - -- - - I' MIN. TO S* M... -- - - . - 2CDO" - (& SLEEVE I" MAX, I (@ am TRACK @ PANIEL HANG ORAL- 0 " J. - 3.000' "oe.16UTO4 - "14" ,IL4* w-:� 2m. ps. TI, . i - 11 , Zj�� ....... �/..P (USE ONLY �L m PANEL --.r-- )275* .062 .. r p W �-f N 1";, ., . ! -- SYSIM) 60153-TO ". ALLOY . 41101 7 C- .47-. I,_ �# .� - I I I !�___ IAW 4=t7 �­ .1 - T-- , SAO , I -' No. 44157 '* I FLORIDA BUILDING CODE (Pon H1121% Velocity Hu cam loone)i � 2, � � I? I A III 2 � ". I I I . . -, .sN , : * .3m "Llm m ; 123' ;;a. ok F- I r . . U GAGE GALVANIZED STEEL STORM PANEL . 7.201'. J V ---,- . .. - awm v I � 1. E OF . 1 4.) 7 1 - . ellplame %. .250 � 2.ow+- -1 I- I ­ - - . . ­ SET SECTIONS . Im", ,­ . cwt....1 $011t. PROTECTION PRODUCM U.C. blfll� - L I ,4010 ". 51 $?IW '". TRAIT � & , Aw. - "I BUILD -OUT *r BUILD -OUT *F* TRACK @ III: (p) WASHERIED WINONUI 11 , I Ill - --1 FF� PAAR. ,,,pw.j,n M',,,).-,.,, 20-175 . C.-amu,e Asol � I- - mi-Aftimi I.* clummov . @ 8 (ZAmAr 3 ALLOY) ..1 mum/semornim,uAn i -,-. - . i I low 2 0 is TRACK ANGU , I -1 I . so I I I I INSTALLATION ­ I DETAILS FOR SERIES 2000 & 1 000 INTO EXISTINra WOOD STRUCTURES I--,' 1. ; .. 1/4-0 usz ScAm a 4- O.0 W/ . - E-2 HANG I I I -- 1 STORM PANEL M - - �. �!- . - " I - , . i/41. LAC, $CAM 0 $,at we - . . . I Ilr Ish, TMtAM "WIMM - ­ � - to LAMM wow WPM I I I I � , - (3) W. J*"'W000 KAM RED�wo LAV SCREM 0 0* CC W/ - I , /2* Mi, 11.1111hom FORMATION I - � � 7 �, 1 ; � L FLAT OR ON CM �16*11 1/2' Mon TWtAOM PEFRIRAFO� - -TO EFISIPAT WOW HEADER. �� -,, ,. , ,_7 , I " � ) A I:- 0,0.1, S.Asto. . ­0 � I � I // - - - YO CXM"K wm W-1001 . � � I " , ; ) --@C�. TI,.w S.loor . � I . - - . a) � � :0 1,., SI!I1 � , I . , , � I " -, , . ... I "I I Ms. C', - - - - - - 6 EPA , woloc " I e � , , ­_0 . � ,I , I I . 1, , - . . . , , -1 ... , - - - - I - , /9 I i a " � 1:1 I 14 . I I , . k % I , �, I . I � .. " , - FT/ =I= I 1. . , I I � 1 4 OAK #74.1, SMS, I 9 I . " h , � 'i i EM FICTAW A It � / , I -1 I -aw .. TRY= S. ". � - - I. , /32 , , I '­P11r"`MnS PENETRAITiON ,. -.,,- - MADER , 0 [A. m 0, 0 , ,, " , � I i: - -1 It, I . ". ' T Non I I I- ­.. 'Alma!" , ONG FAA A.D.T. . or r.m t Rtv) !�� 1 .. )I I I - I 5 9 : 3/w 4- POP RIVET -- I ANOTH 01 EVERY ID 4 C'"'L 0,.I-&.3 0 Lk M as I Y, I ISM WAK 1/24 6 -1� 1� I I . I RO5-_jAjWA-11j I � I- i I !�A 1 I w"m I I ;F:0 � - - 7 C*"- .1 . . (SCE 41 I I ` 11 , � J - - ::: I T. To"e. "OFF 1 - -;�- 9 : - , ­ - i Am, "04" �� " .9 VUS; - " - 2 A=z= Y14'­2013/4' 1 IN 4"A­20.3 .* I ! 5 T--:-: -- - - -1 " to,- " m OLASS �4.4 rev�-­­ � CARY OVERUNT 9 70 CLASS. I a��?'.' g 'I- OCRs, OVr%AP A 7 7 u 'Alp 0 12' OC - ­ 1111 1 i Z 2 qw MI, i � ,, "I � 9 I I1'111-4;;,--1-1Q-F - 10 at ASS I It, - . g r 1­ i iI t - 2 wr - - SCAMR.Too. - LAM *0 0 t a =`;E'L 11 I i I TO OwIlm rvvw OVERLAP / I I F. - (� I q I I v I d 11 .-­ - .. I - - ! ;- I 41 - --- -- - j I v ] i . I - ! - j 11 ;- ; I , , . ,§ P so - e I - I , , - 3 ; ! t.4 I if I - I ­` - , I . - I so I . I J - 1. , , i I " I 11 III �, I ,, is I i I I I *' A -- . - - CAA( - .-� I Qr 81- I . . I I . I . - ,-: - I I 11 . 11 " C i ` i�,4nz.m I A I! I - I I i I . - I 1 2 I I I 1. A - � I ", - _r l , ----I l - , 11 , - -, I � , -I-. 1 L, , . a I - 2' at 14-V I r T�"CYT` -� , I , :1 : -I It I­ j- I lj'� .! - I I �, - I a[, .-.,-­.�Ov .0 4- sj/ I -." I , s-1 IV I I �#.Zsr.w um - I t .. t.- "'O.' I J� 4.1 - - - --- - - -1 a .. " : IV . . . , � 1.1-41 �- I .­ 42 i a. , i xD C -� -A , 8 I - ---i I , , -I Y.-.. vD.3p. los, I , � I NOT I. allow) - ,1� " 'Ir cc . - I L, - . L ­i,i." I i j I. Also, - ::6, 191111YA!*xWR11-- ,. , , I A " � 11 I k - ;"f�1rLVI=1;DW4. I , I , " as P`A`E A, "" "'a "A .1 111t1 =.Rrm*A�cUA%g " FLAT OR ON 01, , 1 I , ..- . im.,-I/ - 1. I 12 -, -, ="XDZ` 1 , , , I , "Irl"IATE PLUS W VL 77346 mom It, wow) . , l� g:;FjA,w3.�.,!"S w/ vsvww �i POININATION 0 '21, , , , , OC, I I w3un.., Isdrosts" %9" 2"w I 1 � � 1,1/4,0 LAD SCREWS 0 r a 0 W/ . � *p VA SCREWS 0 a' ot W/ 'A. ,An rNMAVA PudinTm :WV44.- I Talton Ymetsom .1wYmoloosso . FLM It FLAT Dis CAI CODE ALTERNATIVE SCALE 1/4*.,* 0 . - Moir I-0. "W FLAT (A ON XVXANCV Or Law *)N , - - . PLATE *[Dumb FLAT ALTERNATIVE I SCALE 114-.1- , " 1!. .. 1 ffulffING 1011" ­,�-.',- 1. L TO GrIL14j, MOUNT= ALJ0j�",A'!W 1. .11AUATIONS ARE ONLY YAU0 VOR �%ALCPIGS WITH -.1 0, LOADS �' r � IINSTALLATIC ,- � - A . �-- ..!.III, 134. '0114V UP TO +"V, -1b.3 9,0 AMD PANELS LENGTH ED Sl- up 0 I I af � *ALTERNATIVE if-1. - I A 1�� Ell � A W SCRIS 1/4*.,- Z "M NEW WWO FRAME COWSTRUCTION.WCOU MLWWRS TO K SOUTHERN Ask Wc. 2, W1 SPIECM DENSITY Of .M OR COUAL ,. 'e.,, ,C� 1 . ....... , -�' ft . �9s 4D" I . . � UMLAX V. ,A.-' TOP As wEr 1sw KUL 40= a- I ,tL kv pr 1 I , - . f - " No. 4 157 --. 1*� .*! :, 1 -moitu -2010 "m -1 BUILDING CODE (High Velocity "MY lourto ZOAA)l 20 GAGE GALVANIZED STEEL STORM PARIEL 11 � BY .am ALTERNATIVE =A& 1 - * Ilk. STAT OF,- ' - - I ­­ -> TOP HEADIER 0 To, '� * - -­ I . ""e""Do GLOBAL PROTECTION PRODUCTS, U.C. aln cm.aM 911011; TOP A BOTTOM MQUINTINGS CAR Of COMMINUD IN ANY CONDITION j jma_EIIAKI,(� .Ai() - , .. - A humfOLIGGAM '4� � i4� Imm, , , solool's. Ass, - -,- .:r=.. Mi. --uslow- Z - -No &w. 51 "OW .. I.P"a"'Ly.�k Im-11m.m., 20-176 ", to Sm - "Ill-LIATION, wid . CA,0000 1. A. DRAMING Ass. I 40T SHUTTEIR TRACWI ACT 54OWN TOP L�APIYY I -, 'esso-INWITTIn AAUCA 0. I 4'. 0,L . - I _I - "NOT All As " , . I! ff�- I - I - I I IF PAMEIS(b hr-Ijap OR @OWN umms il OR ral IS MAXIMUM PANEL LENGTH L+" OR -L-- (ft.) 0 MAX11" A-S'D 005" PRESSURE AITYPIC (P.0.) is AT -) CONCRETE a WOOD OWALLAT04 t ----,----t-;: -- mdo 121-01 W-d* . . ­ Sao Ir-ol, )I'-&' " -- Jac 777r- - - ­TW--r - .smLd ­.- -- 4" w-wo- - I*,-t* --T�7!�L� jj�..#. --;To--, - -!--!*.-- 91-1. --fi--.;�­---i:�� -, ­K--#�- Jr-'s, -1 ..�-- -- a ­ --;id---- - -allo '-"- . - � . --jj7 -, ­­ 0 ­W-0-­ - 8�3- , ­- - 8,-I)* ---;�_-#- - --;:­i;;, ­­ .- P-41 - i-0; - 7S.0 ­ mo 71-51 --- ?;:7- @,-W� -9-_?- --- Iwo— --r::i; -F--5- ­ I ----!�-!­ ­­ A&V -­eL-!L- 6'-,V* --!L-r- IT,'. - Im.i---- -T -3- -- --A -.--iT:- 10.0 0--j- i:- 0 -- loco - 5�-F- - ­ ItSO - - - $1-e .-- -- - ------ � I r A1.T7I4v101r:,�,, 11 , . * , , V11i, qw3w BBBE-;j.;1"w,:,3-j;Hl,w Ile "'IN MAXIMUM PANEL LENGTH *L+" OR *L-" (ft.) 0 MAXIMUM A.". DESIGN PRESSURE PAYM (A.F.) I+ ", -) CONCRETE k WOOD INSIVALATION11 t ---Z��-L- - Zoo 141-41 tj,-O* --- 210 . - W-71 - JAC F F,-o, #a'-?* --- . fo�!ow - 6--#--_ ­:!±- INTO � g,-4* v-2. - " 0 !�--!T:_ -0--y- . - !L- 1: . - *--I- --;4 - -70-i- - ­r4T- -- wo­ -- ------ --ii� , imv- - - i_-r- , ­i--4�-- 95.0 ­ ixo­­ - - Wi --- --- 7`41 --?---5;­ ­ r_r --;--_-;I.--- --,-- a" r-,- -!-'-8*.- 01-5* 0.0 7.0- - 07--3- 900 - , ,-T--V- - ­ 050 - --L!-"- jsl�rfo -- logo H.-I. e:-5-- - - 5'-7' 10110 5,-#* - -- F 10.0 . ,-..-. ­ its.* ,--!:::n_ - - I- S.-'. - ----.- 4,-Io, - ----- I It" ----- - -- - "-8� mwimvm SCOAMT1094 TO cum SCHEDULE MAXIMUM PAWL I.CNITH WND SPEED s; 170 .4.h WIND SPEED :o 170 -0,h (on) U0111111ISTRAINEDI -------- MWWSWD WAMUIIEI)FMM"WNED -- 1. 1. '. I S I/C ..�!:� ,3370 go 1. '. 7 ,/I' 7 1/7- - I . '. 7 1 'Irl 1 >145 To mul 1. - i:­ ;--,w-j UINIMLIM PANVL LFMWM (1.1 FOR A OWN U0UNTIW CONOITION - ---- wrr�om � T'DID DIRECT moukT - I- 1. HEADIE R v HEADER 1151" 51 STILAID ARGUE Ir TRACK vU=­`An ,�� .l!v- b.IAn ITALD.WT -,- TRACK C= - - DWECI MOUNT 4r 1. '. 1. w ED. 50' -W I.S'XI.5' STUD ANGLE 1. 1. 3r ,---;;7 1. '. Ir TRACK SW '. 1. 42' -- 67* '. 110' I - 11 Ir ANO w - 32' 32' 3r So '. '. -1 - -- I w- ! 32" 52- 1 35- w I us I w- "4 *1/4. 3/4. 4/5. 5/5 & 6/5 IW/6. 2W/B. 3W/7 & 4W/7 ANCHORS (Six SCHEDULE OF r MAX 1* WIN. -� ­ SHEETS 9, IQ all) . I -1 . - 117, - J, VA -7- f- - - --- f � I' MAT. - : 0 , D.M.,(1), (�), (j), . 1 i-c`i-,j-­i--1-r-­r­T - "r - . f- -r- T I -. "- . jp*; - I - I- -1 7 - -I -r-0'-t-- I --.-. , [ -- I I I , . I I (a). @ .19 � ! --t-1----]-1 V , , . ! � I � I � . " + . I I I i, I 51 1 I , '.. 1. - , ,.. ", . I F[ . [ 17 1 1. I . ­ . , � I ill � . .. . - - - . -- -- 11 - � - , - 1. 1, , , .1 I ' _ . . . r .. t - �/ 7 � - . I . . - - F I , .. , . �, � I - - I p I i I I I � I T - - - I --- I I . - i ' , L ' ' , - 111;w I I I � I A.- � I � � .. I - � , APIDUIE01NUE) , W1EiFVE- 1 I 1 �S­V[ S�CYT;;; AS j ',.,r 1's. ms ,-�T w I I ! I I , I 1. , I % - AS I I I ,� I I I 1 1 1 1 1 � . - .11 i I I I I " I I j . 11 . * I I I ! j 1 1 i I I t :! 5 g � I 11 I I I ' � � 'I I , I - - 'L�, A� - - 1� 1. 11 - ­ I ,- - D.M..(�). @, -4 -1-1.11 *� , , -. i LJ -i z i io� �mtl id �41 - 1-1 0.19 --- r vm _i [ '- - - 3- No 1. MIN. � - � _00. 2000s, 1/4. 3/4, 4/ 5 ; I L*IW/G. 2W/G. SjWra,*,IiW�/7"' "' - --- --- - ANCHORS (SEE SCHREOULK ON SHEETS 6. 10 All) .1 -- - - .� L In ELEUTION , N.I.S. /A- " CAP 2."r . Nk VA" - LAW WUM l - � a J, ­--� -L GAP -T- I - i-E-CTION L 7- a, N.T.S. 10 (1) L*� =WUM LePAICCInal FOR A GIVION POMM A&D. DEISM UMID. AUC:CW L- PAF rall A WAN MMIMF A,&O. DESIGN LOAD, (2) PINCIDUK TO WUN" WMAN AMID. WAITH, ONO A POSITIVE &S.C. DES" LOW DETMMM WXMN PANEL LENGTH %+' FROM MW"E OWN A 0113210IME &M 01" I OrMUK mumm ^*a LENGTH *L� FROM SCHIDDLILS: FINAL MAOMUM OLLOWAINkL PAINDW IS MAN, TO THE ABBMMA WHRAWD PANEL DOWN WTOM *L-1 AM ,L-'. (3) SEE SCHEMAS BELOW FOR MIN PIMEL LENGTH TO PCMSM QUALIFICATION, � MISIALLATIONIS WO WOW ARE UNIFIED TO. 05 PAT MAX A,SAL C I PRESSURE RATIO 10 & 11 MR MAII. A" , DESIGN LOADS Or IMIX. PAWL LENGTHS MR qmw.,. wicem & 5 USED 1 * : : am `Um ve i T. 4416� �-.] . - . - - * . - 1 '-. TATE OF IS /TiLrECO 24 CAM GALVANIZED STEEL STORM PANEL I " am w Am PROTECTION Pmmm UC] *"'.'- ." Lw. 6, Saw I 20-175 I 0%� Mo. awc rL 3"o. NO& (I""-nft FAIL. 00-101"m 1-1 - MatAL NO (C) 10- "I'll, -.11 "14 ?'����-'.Li��T"rVALLUMAIIOMN'DIO'CtA"OENT (FI.C.) HAS WIN VERIFIED TOO COMPLIANCE ON ACCORDANCE 1/4-0 TAAPCON . AS W~ACIIU W. aul"KA, PIC aii",:� WITH THE =0 (71h CDOTION) OF ?HE FLORIDA SUILOW0 Mot THIS STORM PAW $KAU NOT BE INSTALLED AT HIGH - #14-10 PANCUMATE FEMINLE 0 AND FIANUMUE PLUS ANCHORS, AS MANUFACTURED BY ELCO COMMIRLICtION PIKODUCIS. VEUOCFrY HURRICNit ZONES (M"-a#,DE / ONOWARD COLINTIES) - LAC SCREWS PCR N,b.S. -1/4*9 DESIGN WIND LOADS SHALL K DETERMINED AS PER SECTION 160 Or THE ABOVE MENrO" CODE FOR A BASIC WM - I/ I 0*4o - S/S' "M PUSHING. AS DISTRIBUTED By ALL FONT SO". SOLT & SPECOLLTY CQ� SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL Will BE INSTALL= AM FOR A VIRLIC"OkAoLITY FACTOR KD-O 85, USJNG ASCE F- 16 AND SHALL V49 EXCEED THE MAXMM (AS 0 ) DESIGN PRESSUIRIC RATINGS HKATED ON SHEETS C 1) IMNNW THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2* FOR FLCC PANELMAUt FLV5 31 9 rmRU lz a 17. ,a AND FAMELAALE FIELIALL 10 IN ORDER TO WORRY ME ABOVIE CONIONITION, UITIMATIE DESIGN WIND LOADS DETIJUANED PUT ASICK 7-14 SHAUL BE FIRST REDUCED TO A,S 0 OIL" PRESSURE RATING BY MULTIPLYING THEM of 0 & IN ORDER TO COMPARE THESE W/ MAX i,kS D I C 2) MINIMUM 11HREADED PCWTPAY" OF LAC SCREW. IWO THE WOOD FRAME UNIT SHALL BE 1 7/2* NO ITIALACED MON PRESSURE RAIMICS 401CAIE13 ON SHEETS 3. 9 THAT) I 2 & 17, 10 PENETRATION INTO STUCCO SHOU BE CONSIDERED AS PART OF THE IRCOUNNED THREAGOD PENETRATION IN Ole" to VERIFY THAT ANCHORS ON THIS Flo F.S TEST(b WERE NOT OVER STRESSED, A 33% 01CRIASE IN ALAOINNIAL STRESS FOR WIND LOADS WAS MBE USED IN THEIR ANALYSIS FASTENERS SPACL49 rO WOOD HAS 69 Dr.tVRMiNED IN C 3) MINNIALIM (DM DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED ft THIS DRAWING ACCORDANCE WI N,D.S. 20:8 STORM IMAIEL , S ADEQUACY FOR *PACT AND WIND RESISTANCE K43 BEEN VEPM IN ACCORDAUNCE MTN SECTION IGOVAw2 OF CA) WOAN PLWMIION OF MOD PUSHING SHALL OF 5/8* 1/4' 0-20 SCREWS VSEO SHAU OF 1 1/2' LOW M"MUM THE ABOVE MEAPTIONET, CODE AS PER AMERICAN TEST LAD OF SOUTH FLORIDA FICIPOIFFIS #01114CI-Ol AND 0021902-00. AS SHOULD STUCCO EXIST. AM I' WWAKM FOR WALUS VAIN NO STUCCO. I 2-" A, ASTIM C 330-02 StWWM. AND AMERICAN TESTING LAM SOUTH FLORIDA REPORT #1 1 2301-10 AS PER ;AS-20 AND TAS-103 PROTOCOLS. AND AS POP 014011LATIONS PERFORMED IN ACCOR04NICE VI/ SECTION 1004 OF THE C1) IN Cw THAT PRECAST STONE. OR PRECAST CONCRETE PMELS, STUCCO Oft WOW BOARDS BE FOUND ON THE EXISTING WAU­ ANCHORS SHALL K LONG ENOUGH TO REACH 7THE MADN STRUCTURE RE4lkO SUCH PANELS I ORICA'BUR DING COD( ANCHORAGE SKAU BE AS MENTIONED IN C 1), C 2) & C.4) W ALL ALUMINUM IXTRUSONS 10 Ilk 8003-18 ALLOY AND TENDER (LWLrss OTHERWISE NOTED) SEE SHEET 2 (D) ANCHORS SHALL K W94JJM FOLLOWWC ALI Of THE RECOMMENDATICIRS AND SPECO-KAHONS OF THE AFsCi4OR`S AWAVFACTURER 3 AiL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE JT05-HI4 ALLOY a pAIMELS MAY ALSO BE INSTALLED HORIZONTALLY rCLLERMNG INSTALLATION DETAILS SHOWN ON SECTION i Tolopoit-ITH e (WEIS 4 6 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUPY STEEL. AM A-653 GRN)f Ell) MINIMUM. G-00 OALVA14Z1D THROUGH 6) EXCEPT THAT NENDERS(D &Q) SHALL NOT BE USED� STEEL DESIGNATION W/FY. 922 AM (AFTER ROLLITI ?� (I 9011. BE THE RrSPOWU40-M OF THE CONTRAC-TOIR TO VONFV THE SOLW"ESS Or THE STRUCTURE WHERE SHUTTER IS TO BE 5 ALL SCREWS 70 HE STAPILM STEEL 304 OR 3t6 INSI SERIES OFT CORNO" KWANT COATVD CARBON STEEL AS PER DIN ATTtACIZ To IN9JRE PROPER ANC140RACE THIS SHUrFER SHALL. ONLY BE ATTACHED To CONCRETE. SLOCK OR WOOD FRAME Lo . 5W;djW/ 50 kAi YoLULL STRENGTH AND SO b. TENSILE SYRONK.1% AND SHALL COMPLY */ FLORIDA BUILDING CODE SWON 2-1 _ 3.4 10 EACH REGULAR STORM FARE, WMt LENOTHS OVER 90". AS PER SECYONS 1. 2. 4, 5, G AND ALTIFMTWS IWI 3W & 4W OR SHEETS 4. S. 6 A, 7 RESPECTRIELY, SHAUL HAVE A LEOW AND READILY WSW MARKANG OWRUCtM OWNER OR TEAMAT TO a BOLTS TO Of ASIM A- 507 CAVANIZED SIUFL. OR AM 304 SERIES ST ,AINLESS STEEL VAIN M ksi MINIMUM YIELD STRENGTH SOCURE PAWLS WITH APPUCANUE ROWURCEMENIF DURING PONODS OF HUMCAK WARNING I ANCHORS To WALL SNo" BEE AS FOLLOWS 11. THE INSTALLAT100 CONTRACTOR IS to SEAL/CMAN ALL SHUTTER COMPORIEW EDGES WK17H REMAVIN IN CONnkL*US CONTACT WITH INC WALMq TO PMW MNO/RAIN WTRUWON (A) TQ,1xm&-eQuxp­C� - 1/4*0 TAPCON ANCHORS AS MANKWACTURED By I 1,* OLALIDEX. INC (06" 1'­3492 P.4,) 12 STORM PAWILIAVALLaCoil SHALL COMPLY MIN SPECS INDICATED IN THIS ~NG PLUS ANY BUILDING AM ZONING RtCUUUIaNs; ii4l' 0 x 1/0' CAL9-IN ANCHM, AS MANUFACTURED By DEWALT INC PREARMO BY HE JURISDICTION M4ERE PERMIT IS APPULD TO : Ii/4'41 .-SEI ANCHORS. AS DISTRIBUTED M All POINT SCREW, SOLT A SPECIALTY CO �Min F: 3/4" SDUC i3 (a) THIS PRODUCT EVALUATION DOCUMENT (PLD) PREPARED BY INS D40MEER IS GENERIC AND DOES MOT. "CAME INFORMATION -300, P-i ) FOR A SITE SPEOM PROLIECT. ,so, WHERE THE SITE CONT14111001S DEVILATIE FROM! T,tlE FED - ,,.-,. IsAiNELMATIF FEMALE 0 A PANriMANTE PLUS AhICHOPS. AS MANUFACTURED:, LILCO CONSTRUCTION PRODUCTS - 1/4-0 ZAMAC NAILIN AICHORS, AS wA"ACTUAM BY Dewl . -NK: (b) CONOTRACTOR TO K AESPOWS&Z FOR THE SELECTION, PURCRASIE AND 0WAL.IATION INCLUDING LIFE SAFETY Of THIS PRODUCT A J) MMMUM EMBEDMIEW OF CAPCON ANCHORS INTO POURED CONCRETE SHAM. BE 3/&�. 2' FOR ELCO PANTELWATE AHO SAM ON T146 PA.D PROVIDED ME/$HE DOES NOT DEVIATE FROM THE COMM04S DETAVUED ON tHIM DDCUMENT 0014MUCTION SAFETY AT SITE C5 THE OUNTRACrOP'S RESPONSIBILITY - .1/4- FOR ZAMAC NQUN ANC1i+OWS (1) THIS PRODUCT EVALUATION DOCUMENT WILI BE OCASIVERIM WAIM Or MODIFIED A,Z) CAX-04 & SOLID-SEI ANCHORS SPAL K EMBEDDED 1/6' 0470 THE POURED CONCRETE NO EMBEDMENT IWO STUCCO SHATi BE PFRMMII� 1/4. #-20 SCREWS USED SHALL K I tj2" LONG WtAM SHOULD STUCCO EXW, (4) SITE SPErsFX PROJECTS SHALL BE PREPARED BY A rUCIROA REGISTERED ENG"Ok OR ARCHFTTCt WHICH WILL BECOME THE AND I' MWIMURII FOR WALLS WITH NO STUCCO, APO MAY K HEADED SCIIEWS OR ALL THREADED SCREWS W/O -EAD, ENGINEER OF RECORD it CA) FOR ENE PROJECT AMD WHO WILL K RESPONW1 FOR THE BUT WITH wm NUITS, PROPER USI OF THE P E (I EWAKkV OF RECORD, ACTING AS A DELEGATED FFIGINIVER TO THE P.fo ENGINEER. SHULL SUOMI 10 `HVS LATTER I*, SIVE SPECIFIC ORAW14GS FOR REV", &3) N CASE THAI PRECAST STONE. PKCW CONEREVE PANELS. PAWATS. STUCCO OR WOOD OOARO!& K FOUND on roe EXISTING WALL ON FLOOR. ANCHORS SHALL BE LONG ENOUGH TO OLIVER THE VAIN STRUCTURE BERMIC, SUCH PANELS (so) THIS P,E.O SK41 " THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE FWOFE$SIOkk ANCHICRAVE S.VoLk, K AS MENTIONED IN A 1) AND IN A,2) ENGINEER OF RECORD THAI PREPARED IT (a) To-jXVI"G.CONERM AA0LjftLA11M­D�w 14 SHUTTER MANUFACTURER'S LVCL SPAU BE LOCATED ON A READILY VISIBLE LOCATKIN AT STORM - I/ilo 0 TAPOON ANCHIORS AS MANUFACTURED BY I I W BUILDEX. INC PANEL SHUTtER IN ACCORDANCE W(tM SECTION 1709.2.2 Of FLORIDA BUILDING COOF ONE LABEL SIMILL K PLACED PDR EVERY OPD" t.6011016 TO COMPLY WITH SECT" 170991 Or THE - 1/4' 0 is 1/8* CAU(-1h ANCHORS. AS MANUFACTURED BY OCIVALY, INC FLORIDA BILRUDING CODE- - 1/4'0 X 3/4* SDUD-SV ANCHORS, AS DISTRIBUTED Of ALL POINT SCREW, BOLT & SPECKry CO - #14- 10 PANEkMATE FEMALE 10 AND PAWILWE PLUS ANCHM. AS ~ACTURED FT ELGO CONSIRUCIVOW P IIIIIII - i/4' 0 ZAMAC NNUM ANCHORS, AS MANUFACTURED by OC*ALI. INC - As. -!�011- Nl�p . 51) Ishloolorum EMOLUMENT OF TAPCO" ANCHORS. ELCO PANEUM&TCS AND ZAMAC INAILM ANCHOR. INTO THE CENi ­0 �r � FLORIDA BUILDING CODE (Non Ngh Vejoility NoonTicans Zoned BLOCK UNIT SHALL BE 1 1/4' . . .: * spoloop MITTOO. Not, FYI 0Z) VAK-w Ar SCLUD -JET ANCHORS SHALL BE CIMEOWD 71r INTO rNE CONCRETE BLOCK UNIT. Wo Own % , 4 4 7 '-. i 24 GAGE GALVANIZED STEEL STORM PANEL OP� W, STU= SHALL BE PERINTIED 1/4� vs-20 SCREWS USED SHALL BE 1 1/2' LONG MINVIRM SHOULD to EXIST. * --, -------" -- /ty/� ` /11 ME AMD, MINIMUM FOR WALLS WITH No STUCCO I*%, STA _7 . - . L C 0-1-11 , CLOW PROTECtION PROMIM. LILC. -" "� - - � .. . 1w Ais, $I S.w . tL3) IN CASE THAT FIRECASI SIDNE. CA PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS Ot 110 I ... "'47'...! rjp- WAML IL )JOI. ENOUGH TO AF AC44 THE MAIN STRUCTURE KHOO VX. .1-. . --& FAR, 20-175 EXISTING WAU- ANCHORS SKAti OF LONG . .. - .., - (mr-loo, - o�)M M$4)M-4P$? , ANCHORAGE SHALL K AS MLNTO#M IN 8.1) AND IN 6.2) --- oft� . A 0""'"01. A'al -L 9.^"Im-OL-L/M 11 �-! _r"m !FN-591 *07 - w Too To= -1wd .1 I I INSTALLATION INTO POURED ­wmPOURED CONCRETE REIT DLOCR DF-TAILS FOR REGULAR PANEL(I-) CONCRETE OR CONCRETE BLOCK ­ CONCRETE 9"Comcrmo"TOOCK ,:�,', ,, Alkouollm I RE"DID . CONCRETE ANCHORS - CONCRIETE ANCHORS—_ . , SHEETS 9 THROUGH 10) - 4) (SEE SCHEDULE ON SHEETS 9 THROUGH I-, . "; . `11z) Comm POW= CONCRETE OR I 4. I CONCRETE 111.0�_k (�) t -- � � -1/2' 11/4' . ..... ­ - - , - -I/,- j6­ 1/4, I REWRED. � - Qr�wr, -- I I.. .-- I 11 : MAX - - .1 ­ ­ CONCRETE ANCHORS - -- , - , f I I , � ; I I Lp I � E.0 I (SEE SCHEDULE Ott . ­ I I , -�;S'11 ., i I I ,;�,­ : I "If : -.1"'.." I . ..- .1. ,..,;.. , , .. �� ..... � I �� 1 � : I �' I 11, -.Cl) I - 01 "'I : - T I i a � , ; !% , ,. I !, � ­ ­­­.....`,"4�­. I - , ifi� I ­ , 1. ­ ­ o/s.Fs.akj* . ­ I I 1L..m.wm a- l/. - -;�-­� ­-1 . � IT A I .. . 'r I= E�.e . I , I , .. I Lb. . : �, i I SERMEATION 1. - To GLAA& FIT (SEE 904ml ,.r I : =`R=11-1) 1. M.. " A. SEPARATION r, � TO GL46S I N111 Not POW 4 (SEE I UHPN 0,41% r-n ." , �' �, ,;, :. I . . I : ­�� , I .�'.. , CLASS ON SHIM 3) 1 4 I PANEL LENGTH =SCW,0UkLE . =,DU ') I . .,) 1 ON SHELF 3) 1 1 0 1 SEPARAII014 ; It' I I (SEE SO4EDULE 04 SHEET 3) i IwArli A A 'j* Monor I 0 CLASS 0 : I PAWL kLkEWN � PAWL LENGTH im SCHEOLU (11a SCHEDULE CONCRETE ANCHORS VA (7 1 I 41 I (SCE : SCHEDULE I ON SHEET 3) - 04 SHEET 3) S u=: '41 ­01 t we "I : I . ! I � .- v , 11 ! ­ I OF IL' W4 i �jj) � I ="-I I I ;� ­� '. ,.�., 4 , 11, �;� - 1 MAX, I il I 502 " ., OF 'L' : ! : -01 ED. : , . . � .1 - I - U*71�1-- - at -�� ,, �,,�: , 1 " , , -, . I'�.,-,��,�t"""";,�1!1"�'I'l"�l, , . I i "� I * I � , . I : ;1 : . - , �, I . , I . , ��;.�; ED, I � . ­ I ­ I 11 � I , j2* - - I I E.g. .�­l I �., , ? ?11 it vlllr ":;,."", I �,�, 1) I . . �, ��: - - . 04 ,�T�,� . , , , � "I ", gxgw -,. � 0 CLC., ." I " K APPLICABLE). I I I'll, , IF I wamm .0. I W 41 ca"'N"a " CONCRETE KOCK I ,.." : � 11 �1' ODN 1, I , �,,' - 1�� J J I -, @. ,.. I -, � T , 711-m-11 . " "U" - ­ I I, 'Ir It REQUIRED, , , ��" I 1�', 0 ($a ON �,��­ .- ­ ... I ­ ,� - UGH 101 , 111�. �' i' I ­ tff7M0A . - I' ".- .",��M�� , 7 Y -IN SQUID 4 " z C7 11 . .1 �" q) ARE USED AT W/ Veg, OWING MIRED CONCRETE Olt CONCRETE MJDCK ALn�RMIT CONCRM- 1A rw CONCRETE CONICAM ANCHORS � PAMMATES ARE USED. RE.011,10m. ANCHORS ,Lmx REQuIRED 195CONC� STAW)m W/ vub (SEE so"" ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) Stem 9 THROUGH 10) RumazaaMPYNTING lumi WA6 MOUNM !ff%,; WALL WOUINM I 910M MOUNT iffsam., 0 00"'ll"INAR, x r .......... ,,�j ..... ... .. Aeev . .. ". FLORIDA BUILDING CODE (Man High V91olefty Nu one Zone)i E.D. FA EDGE DISTANCE NOTE FOR CONRINATION-QLZMM' 1! : . " .44167 *%. , 2 k - * * I I -' STATE O�-��- *" �- - � ILKOD. FIX. - -- - - 24 GAGE GALVANIZED STEEL STORM PAMM MM& PROTECTION - IL ECOm. PRODUCTS, UC. m MON - I Ft/"/am . (SEE SCHEDULE ON TOP & BOTTOM MOUNIINGS CAN BE VA... �: --- 5-C-7 'Vor,'. "low"....j Ft�, - 2% =.".-We 11 pe% "WIL X".1" - - SHEETS 9 & 10) COMBINED IN ANY WAY TO SVfT ANY INSTALLATION, ��,4,,,'Cs:, N,�- , , .. .. -.-: - i � 4 � - I MR 01 ., .- =-ur - P"O& 0")M-7541L FAIL "")00­10117 20-175 - 0410, 4,; so "`- 1­1 - I - I O"m As . , - 1 lN;1'FI4w-j*'-'11 F­.,j,--,.-T-q.-?- -,-,. , 11 F". , 1 I � am . AT % I I -6-0 0 a) = (n -a -Fu > 2 CD = ­' "b"' 0 = Lo a) ca c so C .- CM Cu Z -0 .(D a- co - a) -6-0 '- C (D =3 -0 CID 0 0 - Cu -0 CAI .so a 0 2 5- = &- .2 w 5:: Loss. CIO C 0 .0 m u- 41sooss 0 - CIO ;* An Cn AID M m E L.A. 2 2 0s. !E Is- CIO -0 '10 �­ .0 lu P-0 W a- < 1A0 Pp.., A 6; FFA FFA L if or "I :11 / ' ali -,.�7 ��- I, In ,.-�.s := " GO -0 :L. W cc m t.e = os. r m-= M " C" -..� -= m C14 = u- ",A: 'A IG - C= " o.- -I= CN = -m .2 '1=4 .T :t . .2 ze- . w -� = .= 1w - = a, = E m = C= lEj t= "< to " !! CU .= Z .!= , U cu Cu = = :m- , = .!! .,., .) Z.- e , 0 Cj As- f .2 INSIALLATION QUAILS FOR REGULAR PANrl In - INSTALLATION DETAILS FOR REGULAR PANEL (11� INUALLATION DETAILS FOR REGULAR PANEL In INIQ WOOD INIQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES -,". � ,1 �. � It -, �-, - INTO WOOD STRUCTURES I -]L 7 -,,, ; � " 7 � ­ 7 . - I- ­­1 Min.- "' I --- I 1. J ""rL "" L -�­ . - I I ; - � " � �'� , ­­,Ll I ------L-- . I SEPwT" 01 � .., -" L I i .-, I - 0� L -- - - ITO GLASS. - , , ALTERNATE CONCRETE , . � � � WOOD ANCHORS . i�l I (Sa SCHEIDULIE .5�9 L L I ALTERNATE UIC .. ,,, I , . (ISEE ScieuguLt 04 � . I � - � .". L � . , , . - - . - ----,.- ,-- T=T" CONCRETE ANCHORS ." � 11) , ;�, � 'i Als - I ON "m 3) 1 '. - - I . I " L -gr" ="O." CNISM4vu -�, .1 . _ _;. 4*.r "161-.1" "I"AW- '' I ��� I OLZ . I . I I ,- - - ­ � - DEW , I I I o�� � , 1� ' r " WET 4) ,g6.:��,.V �--A----- ­ OF EXISTING MOOD ,. � � 1 �. ow"mal POURED SHEETS 0 THROUGH 10) 1 T -- �� I � I I "­- =.-a., ADEQUACY I I � 1, Cn (SEE SCHEDULE ow ) ­ OR [��­ -4AAA0 94M 9 THmicto 101 OR CONCRETE 9I.Cr" I REQLM=. W.4.1,L ­7 111 I.. I 'L I . ,, ,�" �j , � . � L�" � . I ", , . ----- ­ , ''-I I v M.- DEW 'TO BE CERTIFIED 11Y --* A- r - I , I � REQUIRED. YR.' -� , 11 I I ll 1 �- I- - --- -- Lo o ' � ." . - ill " I f ,­5�TIE LEC, CONCRETE ANCHORS :�/';;,.L HEALMER . . . ANCHORS , � I PAWL LENGTH ­­ - I I ..� , L - -0 I TION IIQ2 WOOD " S;ZFTER ." L' , , ! , " CD ,--- -ED, I (SEE SCKME *4 WOOD � - Y , 111­11� . I AFICHITEXI PRIOR 70 . . I I . - I %C2w1G1rwCm1ff I - . REQUIRED . I I I � - - ­- . .. L. �;, (m w,-fmr I - i. I . I .L . I - -� F , i -.11.0 WAS," .Vv ' I � , . 1�: � , , ! . I - ­- - -- ­­t 'L INSIAIUATICAL . WOOD ANCHORS, - L=: , l , . SHEETS 0 THROUGH : 02 1 (SEE SCHEDULE ON , � � - �­ �­, �_: ON SWEET I t.� IIOICIO ANICHORS ALTERNATE , Is I". - . . I � a , - I,- - , . - - SHEET I 1) . SPACER 1. ' ' (SEE 304MLU ON �. I . 4 CD CD �;/� �' � � - 4Z - -�Q I - IV �, , �,� I (SEE SCHEDULE ON , ' � -00-�EG �,, t/e:2ow is .Aw/ MIT - ,�­*. -.� . � .) ?�, .0 I � 0 ,i . , .� , - � 1 , L . L � A" I" L' =006 .0 SHEET 11) 'r - g, 'a. RUS, ". � , I .1 . . WNIA , I -- - to- - -- m smo an ". - 11 I n .. r *"�Oww � I I I SPACER L 1, -01 , I ' a IF '/I- D,C -C- ­: ) 1/4* �` , . . 1 j1/4' � I , 3 I I I ! . 2n�!] - . - IMA� I , . :�7;­ " � I i - � 1 1,12- � --- , , 1�1/ ­ ,/." No, " m.& wo, Four 1-: MAIL ., I , I . I - I .. ..... I Kul CONCRETE Aw-- . - � - 0 ,; :/2. O.0 � - I- - -- . . I � I . . i - I WOW HEADER , " -i; " i. I � � : to I '. 1­ , . 1 I'l : 0 ,,/4' 11 I . .. I .. . -L I , , I ; Ifl- - 1, I T--- - i (SEE SCHEOW 00 - ­ L .. I � I 1 ' I REOURED I i � I , , "� . . - - � ------ I MAX, WOW HENDER- I ­&� 3 : Sell -, ­ .­ ­.- - I I SHEFTS 9 THIROUGH 1- I ,iI y0"'. � . , I tc- �� I I . -I - -- - - ­!, REQUW40 , I � � (n I I I A� L, � . � - , � 1, - _, REQUW40 , I . � w - I - I " M � v4m­j ­ - ., , � 'A , I. A �,­- I , � . ( a 1/4' *IT. , I , . I :1 -----7- ;I WAXW A`FX`- ON ­ . - , 2. � ,oll?. - . 0 � i I 1 4 PANEL LOICIN mom L I i . � � LUINW i � (SEE SCHEDUUE "I ., � l� DJI-- 1 L - ' I �rll%� 1 ; , . : 11 , Y,� =iz= , wg4 I , � , ,, I I ,,.-a&,, .... I 1) ED . , , . - Q6 WAD .. I I *v MR, , , I � I -.. I I . � , I A I so - I - C I L ­ -A .... .. L' I , 11.'�', L 1 . � .. .. 0 1, M". LONG At. SpAigm.le, 12 1/2* Is � MR, , � � I i .. � rr,/N,�, (SEE SCHEDLAUE I I I � 11� �. I � I , I , , O.C. (SEE TAIRLE ft ON SWEET 11 I : . 1, I r � =3 CIO %Dvjl (D q­. : I ON. is an i ­ CID l I � , I � SEC NOTE - KLOO FOR I"lAno,114 IOR SHEET, 11) , , � - , I , .. i z SEPARATION I mot S10PAPATION ; i 11 IS" J, . IISETIVAG6 TO I @ . . I 0 To GUISS. - V WAX : 1 /2' LORD SUIEVES. -,�) 0 01 � I I =-� � (i) � . > (SEE SCH (SEE SCHECKAF I i . I I L br�i�j- : . i.,-.*-�. : TO GLASS. . I i I : PANEL LENGTH I I (SEE , I : U SHEET, PANEL LENGTH TS;LC,m3ESwAr : I/11.4111,1* I on no AMC. I .0-awl, 9 IT I 0 9 Su Law I I I 1: I --Fn, i. I TO CLAS z. SCH (SEE SCHEMU I Ill : 0 S I ON SHEET 3) ON SHEET 3) ON SHEET 3) IF � Mh, SEPARAMON TO GLASS. : I I INC*, a" ?-41 S I ON 94ECT 33 1 1 ON SHEET 3) 4 1 � I g - PANEL MAIL FOANUE TO OFT PANEL MATE - I,. - . - v ". (SEE SCHIEDULE ON � maAw I I � - SRI,= I . I , i � I PLUS (m SCHEME ON SHEET 11) I L VA Nup I -xi SCwAu ON SWAT V *M,p IL - No &- 11 . -1*1;z:�- : I - I i 1 � I .. 9 I - PAWL LOOM SHEET 3) AV .. I 'L, No.. I VAI - ­ ,-� ON AIR � 11 I � : " =0,c ,;I- - I � (SEE SC,WOULE I . . n - , PANEL UNCT14 , .1 Lam DAN )�-vl I � 'A Mon, I I 0 4 PAWL LENGTH : I , . 11 '��. I I �, *L' TAUFL (SEE ScHmLE W. � : I ��1-11 `� I .."I.A. I I ,I 1 ! 1- ­ - . ' - L .- -­ 14 PAN LENGTH : . L - At, , , 1, am AIR "Na CL I I � �- . - I .- : =ntm I SEP= I EL t umm m TY-0 ON 94CO 3) atr t ON SHIEV 3) (SEE SCHEDULE I . ,_,I rxtsrwA I TV Ou I E 1 1 1 -1 . PLATE REOURED I I I 0, SCHEDULE .. I -.4 I (ELL SCHEDULE - 94M 3) . - - I Z.111" I --- t- am L- I f -- I I I - V ­­­ ­ ­ , I , ­ , ­ ... I - - ON SHM 3) � . - - - - -1. < To GLASS. i t- "... -­ - I ­ ­ - - I 1 -0i) - � ­ I (SEE - . - --- - -L",, L --- ­ I ­ ON SHEET 3) 6 I � : - I ?I I I I I I , - 0 . -1 *4 ,­,�. SHEET 3) DIRECT MQUINT W/ SPACER a I I EXIST -' Ell" I 1 2'.4* WOOD � - =41 , I i - I I I -- . L L QLA.9 I I . I I GLASS ! * [ i ALTIERNAIWIE 2W' �- : -01 � Cn CL i i�; . - - I -L' I I OF "L ;� �.,:, �,�,',�.,�, 01 OF It I - f I sox I ­ : "' "T"�:'11"?,; . � VA, I . I . I : SCALZ 3/w- : CI) OF ,r: %, 1­�,-, ,111, ,��11� I I r MAX , ., ­11 ,�. 11�14 OF "L' , 7 t " 2111�, I, I or IL I I I """, NO , ,� I MAX. .I � . I -) It � 411 17 1/2' O.0 MAR I OF "L* I I . (DI 177", - (j , - 44 SEE TAM�LJ.1.014 SHEET 11 FOR MAX. RAFAX LENGTHS Ar I a -11 L 0 : sox = I L DESIGN LOADS FOR THIS INSTALLATION. I q)� . ­ i A (�) , Eb L �' -///, I . I ED ­,-'� I sox I . ­ 1 -0 MAX .� I ,/.��/���.,Ii , MAX to , I � I I 0 . ! -0 MAX 1, : I -1. 'm . I 0 12 1/2- O-C , I : I._ I I � `�,,"e, � �, P I I I 116 . , -,- "­ il I (D =3 1 1 1 1� ... f _r, i - Is ... , 1 7� r - �--1�11 I 11 I i t -- " �� r-. F��� III! I ! � - -)w*mv it 1.1 j - 3 4- . I I " , I . I � '. ", - - ­ V"; -- -.------.-- - -­-­---­- i to L - I - , ii. * ax -0 COMCKITE ANCHORS , .. ­ . I . I- ­ I i. I _ , Rl� "N" " . I . i ___ ; 0 12 112- I Iti . :� - I I . -1 0 L. -1 - ­ - - - - - .... W. �1= CDAIICRM ANCHORS F� , =", M. I/..- C: 1� 1:�,; � � I. I EXISTWO POURED , J,�p ---"­,�,, �� tSEE SCHEOULL ON , ' : (SEE SCMEDUUE ON . � -.1 I : ,. WOOD ANCHORS ** mm i ,, : ,�. �� L - � SHM 9 Tom , , 2 I/Il' LONG MM ALUMINUM I I I I 7 STAGGERED W/ STUO ... ­.­­ C) I I - ! INEOURED ",: go SPACERS 0 �X . O.0 VALID FOR - - , ­ -- --twomow �,, t� -1 � � CONCRETE i �, , ,T,,� Of WALL OR STAR XAH 10) 43 VEM a THROUGH IQ) * : I Q'i . ­ ...... J' L I , � . . i - 7zt::::L�-'11d .� ..... ,,, - (ALT. CONDITION) ��, " � L 1, L. I SANCER SA MAY OF I t1r WX 01" I I I , 0 'P44ii " A . , I.., . ­ ­-- . � - "me' wow 2'.4* WOOD "TE �� . ,. � I , " .. I_ , -4� ,: I T/4- . ii ALL DESION DO ". ,- ----,-------- I (SEE SCHEIXAAE ON � 1� � !; � I I - ! - i L�� i I FOOD M404M �L�� �1 �, UDOGIDG PER SHEET 3. I - -I l SHEET I 1) ft) onvaimm Is Loan 10 A Ot WORY $Ukft= M" IT-r ECK RECURED RDWAWD I . i ; ~ 6 A 111SINICTION FUN AIR - I , -'tSEE SCHEDULE ON RODURIED . I . wascom ON moarr 11). OFT - - -­ , . .. - , : 1 SHEET I 1) a- 1, OR CONCRETE BLOCK 21.4* wow . , I i q ; --�4) *vmL I � . I WA mum Now WOOD ANCHORS - , - - . , , I Ll� CONCRETE ANC"OFT, - " � ACQUIRED. �; MAX LONG ALUMWW SPACERS 9 I SULAM NOW I i Cu (SEE SCHEDULE 04 ' �. � - CA PLATE FtEoumfi!i - ' " 11. I ROM ANCHORS L ' � I - " - Lo - I _) 1/2- 0 C� (SEE TAKE 0 1 ON L , ! STU, Is MAIL SAWN* TO WM 0100011111 I I - I I - � ­- ��­: --- ". I I 1. ;� � t ; 9�� REQUIRED PO& MoU AAAO SOU OF NO= AT 4 ; SHEETS 9 THROUGH to) - " I . � 5EAGGIERM W/ - SAM A %LK RCDU= � � I , (a) ANCHORS GOING rAw omow At =110"t "M" #0 OR =V� �)u ,�� :,� . - jr."WWC=IED SmEtTs 9 a to.) _ ­ " -- I OLZINCIRETE OWING POURED CONC . L I � I (SEE SCHEDULE ON LOW AS vw OWN, OONCMU/1�46 I I - - , . . - 1`i";"� �.j ---- ; �, . I � ' f', SHEET I 1) ODUPLED Oft I 11 Ellift 4 A ACRIMCnals "ft is 'Ir 0, . X4;.4.r-. I I -- - 2' Mi.. -- - A ­ � L � ---- . �. [ 0 a) I L I Sim 4 . AIR E= MOUNTING WILD-9ja NPUNTING INITING jr-am no I � I i (1) WJWA ASO QUM I I i MILINQ - WALL MOL IDIRECT MOUK w DRJQ . I � � , ,�� VA7vA 6 -ft -0 w (3) MAL 26 OAK MOM LDWH 6 LAM 10 W AS ANY OPPWC I Cl) ­ - 1 , ; - ,�, = fleg"NM ROM Los= PANEL UPPM MLOW am I qm,o %M,p gm,g I (1) MAXIMUM am Pown, Lemorm 6 WALL MOUNT! MOUNT i SHW II)L CEILING MO &= MOUNTING Ruk�%Nrp " ". ALTERNATIVE 2W (4) I ilr�m _ __ _ Cu wp= PA WVLL K 4 NMI ON ALTERNAMM 4w um wom " AS ONLY woue WAD amm 1. 3 a AS ougam So, Arm 1 A""# SCALE 3/0-1, (3) NMPI� I Ong 6 25111t, � &W M� m NO coal .�$ I:L SCALE 3/8-1" j FDA SCALE 3/5-1* ftNAAWIW I . " SCALE 3/a.i- i (4) famLATA'o VAUD ONLY VON WM I E-1"9 mwn me Twe 2= (70 twroo or THE KOM" ( F pF .... "'A" I WJLDM =a I I"I"I I == 1. a a 3 00 osm I RAW 1 4 .. 'pea -all, 116. L- I A. 7114% ­-----­­­ - -­­1 .-.-,* \AEN -1�1%. ui .... ........ ... ......... !.4 /�,�F, - m or ' * .E ... . . . 1. .. . a= � ,E � . Nry NOTE FOR IIIJ&DON-01-5EUMS: mom I *: I NO. 44167 . FLORIDA BUILDING CODE (Mon High VoIlcoetty Hwu carm; Zone) m .. % FILOIRI BUILDING CODE (Non High Vel[omclty Hu come Zone) . I FLORIDA BUILDING CODE (14pn High Velocity Nuu carm Zone) 1. INSTALWIGN ARE ONLY VAUD FOR MAX. ASM : - TOY . saw otma,, some - Y.P I.R. I � INSTALLATION ARE ONLY VALTO FOR MAX. ASO. ' - "M T"m OK. . TOP & BOTTOM MOUNTINGS CAN BE (p.01 AND PANEL LENGTHS 24 GAGE GALVANIZED STEEL STORM PANEL 0110014' ff, < . . N or SECmhI - No. 44167 1 STORM PANEL OWAM " COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 . z r ,' o.44157 ' : - � wiloOk Ass, 24 "BE GALVANIZED STtU STORIII PANEL LOOM IF, Nm m COMBINISM DESIGN PRESSURE RATING (p.s f) AND PANEL LENGTHS . .. 1 24 OW GALVANIZED STEEL DESIGN PRESSURE RATING .- STA E OF ..� I - I *: * :*1 I . * :*1 . . I *' . Z� HOTE FOR COMBINATION OF SErTIO : - 1� - � IV/"" TOP & BOTTOM MOUNTiNGS CM BE AS PER SCHEMES ON SHEET 3 (EXCEPT FOR I I... S GLOIIIAL PROTECTION PRODUCTS. U,C. - INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD A . , OLOM PROTECTION PRODUCTS. LLC. ME. - - As EDGIE DISTANCE - ... - QLD"L PROTE COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') - TATE r- -- 11LIEC011 *or - MEMBERS TO K SOUTHERN PINE No 2, W/ SPECIFIC ..� / 11111PIECID .. \ E.0 I �--- STATE 0 CT" PRODucTs, LLC. " UNTIL, I -a.57� 11� ,� . or T� I . 0 . ( - -- - - 1. IILIECO#mc p . Im 1,00. 11 Irw SEE SCHEDULE ON TOP At BOTTOM MOUNTINGS CAN BE .m S. Do Slow INSIALLA710N� ..'"iORII Z FRITAN, a..--" COMPINY AM 10. 51 so= DENSITY OF 0.55 OR EOUAL ft � A oi� "" IRA OW4 P. &Us. z . .- F� luvmmm )umI r- ""NoI COMBINED IN ANY WAY TO SUIT AW % liki - A ­� zes.JoIR - L "M0�-� - MR -. ONA)MI111­711M. FAR M4 . ANNIH L Am- V.- , SHEETS 9 & 10) .�ORIDI, WARL FL 33314 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MR. FL A". D-175 - , -W - - ll�..!A=Ir- RA ...... - AP - ...........'em. Mug" Ass INSIAILLATION. . , 'A FT= PoIle, ")M-7UL FAIL' (1104)OW-4707 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC P�l I .....Z.Ar )"--Pp 2G- 1 75 to A, - owme No, I - i soloolsooss . i - i DlVAmW, - al,agap A Asso < I DENSITY OF 0.55 OR EQUAL. a QuLigr R CA�41001171111 = i ,Aft i!!l CA-400VII �,�.. 4 �- %M,r .L. M. "Ov, A. awl PL I i - it a-- I" - i I - - F=9 I ! 1 " -- "q To 1 1 am, mr,of -i - = - m -w I.- A I I 4 1 1 � 9"m % or Is I I I , I I I 4 I I a= 9 OF to I I I f1Qm UsL I "I I , I I . - I . I a. SHEET NO. SH 13 OR Zme.NIX"N. 2' . r . Amr 3105 M-16 I* Q;,v 6043-T11 ALL& CONTI, AUAL 1'� & opal MTm,;&00 1 3/4' Aw 21.41 WOOD FOAME 41 OR4 y ALI. M14, To a IT' oc 10 MOM nwwt ur UrATION ALM AN= 3, _4_) sr, MVL L 039 wo, ALUM AMc;UT OR slob-Hib. smi POURLD CONCRETE, 0014011m tfIx NOW PLAN IpLax an 2'.4' wm rmmw KI)ARED 006-3-1. .1� \< cow� . "K., 1 '4 - - - - - - - - - - - - M`Ti Ile SOO C . 4'..072' 0 Woc OR $00-111, �01 W/09.419 Cm, Ak" AM" CASE A (PLAN) CASE 0 (EI&O CASE C (PLAN) CASE D (PLM SCALE 1/4--l- SCAir I/e-I* SCALE I/e.1* SCALE 1/4".1" SOUD-1117 OR tALA-M am 040 P.MLLMATE nwa 0 ITANDAMIt ON 2%e WOW SCMERJU; 1. IBX rTMME ADDLOORED V�_�_o S. M.-I 016 APPVM401 To* 14) OVERLAP BE�CNO 2"%e WOOD P%" "ONES & REQUIRED OPENING DIM) =41 110010161) -(�t Owt NEW ;&?A= FRONT 4, Am mmuu To 51 MOL P CUT Cwt mmrj WALL TO - 90 DISTANCE T-7 CASE G (PLAN) SCALE 1/4'-1' VAUD FOR DIRECT MOW INSTAUATION ONLY A CE11"(3 PANEL INSTALLATION AT WALLS W/ No. 44167 SURFACE LEVEL VARIATIONS WITHIN 3/4- FLORIDA BUILDING CODE (Man High 1041"Ify Hu"I cone Zorts) CASE E (PLANA CASE F (P 5 IATE OF I I wm wm wt 24 CAGE CALVANIND STEEL STORM PANEL ORIGIN IN, SCALE 1/4--l- SCALL I/c.l. MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL (1) 111STALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL(DINVALLATIONS AS PER ALTERNATIVES IW THRU 4W. ON SHEETS 5 & 7) MAX. &So. DESIGN PRESSURE RATING MAMOUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & I APPILglif "JIMIM = or THEM MAXIMUM PmwL Lium IV TAPCON LAG Smw PANELMATE FEMALL to PANELMATE PLUS WOOD PUSHING IW IT IT I Or Ir 13' IT I* a I/r 6 1/2- Ilr­ +45, -45 OR LESS 3; 13' I Ile It. 00p) (NOTTOM) opt LESS Or Or 13, Or COCA) 13' 1/2 ___Ir Ir_ Ir ---!3* F 61/2- 6 1/3" a /T 4 1/4' 12 1/2' F­ 1 4 1/2- 10 1/2' 9 1/2;'-- 12- Or � ­ 13 I r i�3 Ii: SEE TABLE #I FOR WX A.SD. DESIGN LOADS it WX PANEL LENGTHS WHIE14 SPACER " 5 I=, ODWESPONDING. ONLY TO ALTUNAX 2W ON SHM 6 1 MAX. A.S-D DESIGN PRESSURE PATINIG MAXIMUM ANCHORS SPACINO FOR E.D. - AS SHOWN Old SHEETS 6 A 7 APPLICASUE To ­_ u r". OF THEM 1410.".UN LENGTH TAKEN LAC So" PANEIAOATE FEMALE 0 PNELjaTc PLUS WOW 1USmm IT 13, IT Or 13' TOK MOO) _13' 6 1/2' 0 Ilr 6 1/2' (Iroii +45 -45 -75. -?b 7- 7 1/2' - ___T - . __ Or - 7 IYW� � __ W _. � - _19L - Ve­­ Or 6 1/4- 2w MOOT-1 3 wi-j OR 411 (813"0111) Or IX IT to' TOO mr) 13, Ir Or IT 6 1/*- IV (BOTTOM) 4 1/,. 6 1/2' A 1/2* 1/2- 4 1/2' Ir - 1. 12' 6 I/e 12 /e 3w (w) )w-v 70 Or 13. 5 1/2' 40 (TOP) 13" 13. is" to* 4W 410110M) I FOSElt-TABLE #1 FOR VAX. X&D. DMON LOIDS At MAX PANEL UENO" WHEN SPACER 0 IS I USED, CORIMSPONDING ONLY TO ALTER!"TE 2W ON SHEET 6 1 A.S.O. DES= LOAD MA)UNIUM PANEL. UDIM 40 PSF OR LESS a. -a. > 40 PSF TO 50 PSF 5'-2 . > 50 PSF TO 60 PSF W-10, A MAX. PANEL LENGTHS ARE ONLY VALID FOR 0MALIATIONS W/ PANEL MATE 94W 0 OR PANEL MATE PLUS ANCHORS & W1 f& �fpWlt�qa 1/2- D.C. INSTALLATION DETAILS INTO POURED CONCRETE �4" CONCRETE am 02 FOR UFE SAFETY PANEL (i) OR CONCRETE BLOC STRUCTURES "', A`..- wrz --9=W T, CONCRETE RECONNED I Ir I/e rot I 10 (SEE ELM11Ch I' W., ON SHEET 12) --SEPAUTIOW TO GLASS E. CONCRETE BLOCK REQUANTO 0 NO vr w SEE IINCM 15 At 19 MR MCMM TTK 4. WVCM r0R HIPALLATICKS win WOOD Pa" sAam MOWN 44004 SPACIM AMD WMMAf tM CIORANCE ARE INDICAMOT ON THIS SCHUX&L MR EX. LOW THAN INDICATED ON SOM" Nma ww SPACIN my "IPLING 111vaic 24M ON se"1211.41 r THE FOUAWIMC FACIVIVIL rQR TOO OPERATION It OR P011111ILL XCLOCOO VAOM UWAN113) USING FACTOR SHALL Not BE an THAN MOIMAW wt4om memo m ZQH AMPION TO" ON I" SCHUM1 INI'm - Foam" WWWAL NOW wom 00 3 3 ;�N;-Ictttmt 3 ammum"4 -37r/;- mmm�ufv I Vr­ " 2 11r. 1 1. M4, I f-SEPARATIOR, a TO CLASS. I ON, 6' PANEL LEW" (SEE ELEVATION ON VIDEO 12) on BOOM RE Ole* PANawn ANCHOR (BEYOND) WALL moumpmas SCALE 3/8-1- jmu_ft A A". r n 0 LOAD MAXIMUM PANICIL UNOTH 40 PSF OR LESS 6,-Ir > 40 PSF TO 50 PSIF V-2' P 50 PSFTO 50 PSF 5'-10* J A MAX. PANEL LENGTHS ARE ON§ VAUD FOR INSTALLATIONS */ SOLID SET ANCHORS & W/ SPACER AT 12 1/2' D.C. AW-40FIS (SEE SECTIONS A ALTERNATIVES ON SHEETS 13, 14. IS &IS) r*R- A/13. R-2A/M R-3A/K R-10/13. 11-29/13. R-39/114, R-IIAW/15. R-2AW/15. R-SAW/16. +11-INW/15. R-29WI15. R-38W/16. N&L MAXIMUM A.S.D. DESIGN FORIESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR WDRM PANIEL(i)INSTAUABONS INTO CONCRETE & CONCREN RL=K MUMIRES (YALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU a. ON SHEETS 4 & 5) Mm Avsv. DESIGN PRESSURE RATING (P 9 0 MAXIMUM ANCHORS SPACING FOR WON CO. Put SOMME 11now �T MAX, AS.O. DESIGN PRIESSUK RATING (P...f.) MAXIMUM ANCHORS, SPACM FOR NOR LO, PER SCHEDULE BLOW APKucwm TO a WML, PANEL UNM TAPOD" 1APCON $01.0-SIET P 10 pum ZAMC-PL44LJP rALK-IN � TAPOO11 SOUv­Sv to PUS CALK-111 10- To :& to :& to :& To fSW OF THEM j6h&m -m 3k To Coal= um. or THEM .45. -43 OR IT IT 13, IT IT Or 13' Or 13' 13' IT I I (917t"04 W_r Olt Lvu To -ft Or 13" IT IT IT IT Ir 13, IT Or IT it t/r , (Top) w-r OR Lm -13., li� t3i Or 3 IT I r _1:�_ IT 13, ir Or 13- TV ir IT IT IT IT IT Or IF Ir IT IT IT 11 1/2', ourrom) -'r Ti Or IT Ir Ir IT 13' 13' IT 13' IT 33, IT Ir IT is" _13- --tr IT Ir Or 11 1/2' 2 COOP) 13' 13, Ir 13, Or Or 13, IT IT IT 2 (SUITUM) IT Or IT 13, IT Ir IT Or IT it 1/24 2 (001"TOM) I Or T 13-. IT Or Or Or 13' Or IT Or ) (TOP) IT IT Or Or Or Or IT IT 13' Ir IT 11 1/2' 3 (W) I �y Ir 13, 12 Ilr 12 t/2' Y IiF 72 IP2 - e -i 1/�� 3 (BOTTOM) 12 1/2'12 1/2' 4 I/e 6 1/4' 32 1/2'12 1/2' 6 I/e a Ole 3 (80TIOM) T_ IT a. -9;7- _r I tearTCOM) (BOTTOM) 6 (TIOP) 5 Ilr I1r Ilr -.V- j_tja;)-_ -.X- IT IT r tvil e it 1/2-5 11 1/2 1 11 1 (TOP) 5 (BOTTOM) 6 Or 3 IT is 13" IT iF 1.3- Ir Or— 13" _Tr Or $3, 13, T 13' IT 13, 13" Or 13, 6 i/e 13' 13; a Ile 13 4 I/e IT r 1 6 1/4' 4 I/e 6 Ite 'i Ij4 -1/4 IT , S* Ir to 1/3' 1/2 1 3 . il 112 7 1/2 TO 1/2 5 1/2 IT 4 IM TO 1 IT 6' IT 13' 13' Gf/r 1/2* 1 Or 1 TO F-6, 7' IT IT t-Ir 1 1/2 IT r I (BOTTOM) 7 Ilr Or or Or to' IT to* IT;' 13" 6 1/2* 1 (BOTTOM) 1/2' 1�. Or 7- 7 1/2 3 iL2 IT 4 1/27 T-(iFx5-- -Ir Or 13' 7 TIT Or 13, IT 1/2' IT 1/2' 9 1/2' 16 w1r or 5 1/2* 2 (top) 1. IT Or 0 1/2 13' 1 1/2 10 1/2 7 1/2 IT 6 Ilr 2 WTION) 13' 10" 1 10" /2 2 (WON) T37 Or ji� 'iT IjJ17 1/2 TC112 Iii 13-- /27 Or Or IT to* IT Or it 3 (TOP) 7 1/2. 1; /Z 6 1/4 a 1/4 12 1/2 6 1/0 9 Ile 6 Ile 3 (907TOM) 2 1/21 1;1 /21 2 /j�, - 6 1/4 6 /1� 3 tBOTTOM) I ;I T i I/if i /7' r is Ilr (T(w) p 1/2 3 1' 4' 4 4 4 1 a 3 1/. 3 1/,2' 6 1/2' 3' 4 (TOP) Ir a 1. 6* 1/2' - 7 1/2- 4 (9oTW or - r ImmM) /2'10 1/217 1/2* 1 13- a I1r 13, IT Or To' IT I w TO* 9' IT 0 1/2 5 IT 7 1/2' lir 1 /2,15 MOTOM) 13, $ i/r to* IT Eq-r 1 10, 11, 6 1/2- 5 (BOTTOM) im'd S7 IT 10 1/2' IT Or a 1/ 9 11 /2 6 1/2' Or 1/2' 6 COUP) 16 Ile 6 Ile 6 1/4-15 1/4-1 1 a I/eIs 1/4*16 11VIS tlel I 1111 NOW 11 pop Akolm TYPE a 10414:04 no pamotan ONTO WOW "VAS VJLMM WNWLM 400014611 IMM NOD WOMAN Wa 1XVIAHM AW INDCAND ON IN$ 60OU" "M ED LM THAN INDICATti) M 504V.0 IMIDUCE ANCHOR SPACING 0 "ITIOLVING SPACING 34OWN ON SEN[MLE ON THE rOLLANTOW FACTCAIL PW IT111 COOMTKIN TO K POWILE. REVAXD SPACING omm" UP4 FACTIOR 11HALL "m NO Las TWIN MPO" PACM pe"To top EACH ANCHOR TM ON INS scwmu ANCHOR Tft IMMIUM NOW 1114COM (W) 3 3 3 3 3 i/r Bin MINIMM0801111 3 'Ir s ow'" 0LVJ J�Sbii OW) 3 3 Ijr I ___j_ 1 ­j'T 4" ACTIML WK IIIIIIIIANCIE tACTOR 7 r SPACINGS MY VAUD iNHEN iP IS USED SEE #I FOR MAX. A.9 We LENGTHS WHEN SPAM Wig DESIGN LOAM k VAX, S USEJD� mmg�). of 0 0 0 0 0 0 7­ 7---- L/2 -20.1* S.S, BOLTS IN I 214"0 (USE FTOR PANEL LENGTH MAX. PANEL LENGTH 7 6 10 REGULAR STaft PANEL REGULAR STORM PANEL W-Ir 0 +40.0. -40A p..f, t (w/ OVE0110 Mo "Nu Umm BOOLT) _7 -------- UFE 0 PAN 7'-G* 111 +50.4. -84.0 PAX (w/O "%AP Mo PM41 L04TH sm UK 2'-W MIN. MAIL LENGTH 47 AT ALL M I OUNIVOCIO &S AT .. ............. ...... --- ---- ..... . -------- LOCAT. LIFE SNICTY L OTANE i BOrOM CORNM 0 D.M., -(WERUP- _0vEj%jP- or *1NO MO AT WIERIOR WONG NUT AT INSTALLATIONS 3: My LEFT PANEL Ron PANEL I WN. R-IA/13, R-2A/13. R-SA/14, R-19/13. R-2111/13. R-30/14. SPEED UP TO FF�7V7] 1-0.F�-IAW/15. R-UW/13. R-3AW/je. + R-18MI/115. R-28W/15, R-30W/19. (SU SECTIONS & ALTERNATIVES ON SHEETS 13. K 15 &16) 1/4' WAX. CAP UEE SAFETY STORM PANEL J) ELEVATION REGULAR 2.6417, SCALE REGULAR STORM PAWL -4zy) STOft PANEL ---------- -- MAX W� LIFE PANIUX RTA FLORI A WILDING OWE (Man Ngh Veloafty NurrIcom .0!!oIk .., � 24 GAGE GALVANIZED STEEL STORM PANEL EXTERIOR I ' 1 FR4 IMMON m ILIECO... mucTs. = VIA, SECTION A -A �_wruo .1 m C., NA M." 021/7 - ,, - )VM- NON, fa- 20 'e# TAPCON ic"m 0 91 0-c 1/2- 11/4' MAX (D I v MON. V­ 'A t PANEL LENGTH !(SEE ELEVATION ON SHEET 12) L/2 YN"Ir @ PANEL LENGTH (SEE ELEVATION ON SHM 12) I r A 2*.4. WOW, REQUIRED C.;� 0 r O,C. 40 TAFT 09 . oc, -STAISCIRED STAGGERED W1 STUC W/ STUD WOOD WOOD REOLARED KOUMD law" m WALL WOUXTINQ SCALE 3/6-1* 1. INSTALLATION ARE ONLY VALID FOR A.S,D. DESIGN PRESSURE RATINGS (p.v AND PANEL LENGTHS AS PER ELEVATION ON SHE'd IL 2. FOR NEW WOOD FRAME CONSTRUCTION, WCOID MEMBERS TO BE SOUTHERN PONE No 7, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL _V HEADER WRED rm 0 =r 0, C D 2 A Ile cl) L"L amm"a u� om r_�r) v MO. PANEL LENWHI (SEE EWAVION ON SHEET 12) 03 L/2 PLIZE, WON AEOUIRED =Z" PANEL LENGTH ELEATION SHEET 12) 10 OIL" I 9 It Iffl.. "40 TAPCON 0 9, O_C MAXIMUM A.S.D. DESIGN PRIESSURE RATING (a.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SEMING SCHEDULE ITORM PANELni INSTALLA71ONS INTO COKRETE Ok CONCRETE BLOCK SMUCTUR (VALJD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I INRU 6. ON SHEETS 4 & 5) MILK. A.&O. DESOGN PRESWRE RATING (P-A.f) MAXIMUM ANCHOR$ SPACING FOR MON EA. PIM 90M41 BELOW OPUCANLE mutwim PAWL LENC11,11 . k DESIGN PRESSURE mnw (A. .1) MAXIMUM ANCHM SPACING FOR MR I.D. PER SCHEDULE BELOW Lem" %, TAITCON SOU10-SET ZAIM-NINIUM CAUX-Im 0 T#MN $01.10-110 rnwz to I Rus m`G-� le =011011 a am TV TV W COMONATON or THEM CONCROTE 01 To zm;w Or THEM "118, -6b To +75. -?a it* 11. r 13, I'. IT 13' Or IT Or Ir 1 3 IQ' I (top) .-r on LESS -75. -75 TO Ir r 13' 10 1/2' 13' 9 1/2' IT 6 1/2' 7 1/2' 5 11 IT 4 I/r I OR LESS -L3:- 13" 1 It* IV r Or Or IT Or Or IT Or 12- Or '3- I awr, , ammotTI - __�3: - WT/2� IT- IT Ir 11- IT Or io-7 i- 1/2� r C I (BOTTOM) It- 173-13- Ir Ir IT Or 13, to' 2 (TOP) Or r Ir 101/2- _�3 Or 61/2- IT 6 Ilr 7 1/2- 31/2- IF I/if! _jr I 7; 3 Or Or ir Or Ir 2 (SOT=) 1 r r r t/2' IT 2 10 ilr 7 1/2' Ir 6 1/2* 2 W-M, Or Ir IT Ir IT IT -T-2. 13" _10 to- -ile- Or 7' 13' 13, IF*'# r 9 1/2' 70-1/-2- 7-17F IT r­ 1 /4: 1/4� I�T 12 1/2' i7i� i _172_ I (COOTTOW s/2-12 t/F 6 Ile 6 Ile 12 1/2' 4 Ile I/c I (W"00) _Ci6i� Lt. IT _T_ IF _T­ 1 1 11" L �3 13' 6 1/6 13- _"S 1-'- 2 1 r 3: It. Or. k 10' _w TRW)- 5 (m.) i4� r Or -1; 5, V 5 4. 6 1/2' to- 10 /r 7 1/2' 1 1/2 7 1/2' 5 1/2' 2 om) _i3 0 1/2 1 1/4 ir--- Or Or r 4 I/r o TO /4 It �;t 13' 3".. j; 6 1/4- 6:1 i f/2 a Ole IT 0 I/e 13 Or Or Ir It Ile to* 15 1/4' a mm 6 D1CTI,-)J 6 Ole 5 1/4' 11 I/eig (9011 Or 7 1/2' 13' IT 13, IT IS7-- 0 0, , (mm 70 w 1. L3L r Ir- 10 1 2 Ir- 8 fIr IT 6 Ilr 7 I/r 5 1 IT 4 1 7 1 >W-G* TO r-o- Or 7 t/r IT 13, Or to yr Or -if _2E_ 13, r I (vorrom) IT i Ili- Or I Or 1. 13, TO. 10 1/2" 15' 9, 1 aw"m "i _jF 3 IF, Ir IT -vir Ilr 13" _ii 11. 13, to, Ir fj,41211�1/ 0 is' 1. IT 5 Ill* 2 (TOP) I t/V 13 6 1/2 1 r 6 1/2 1 TW i Ilr Or 4 iTr P5 TV -ir-, Or iF`T/r In 1/2 __ Or IT 10 1 e2dL,_,c, r _r__ 2 ammom !AfM IT 13 3� 12 1/2-12 - 1 Ilr _5� Ik 3� 0 Ile _172- /!I 6 1/4' -=r 12-1/2' I IIV /2� 0 1/4' to 1/2" 10 _LdT - 7 i/�2 1/2' - IT 1 r 6 I/e It 1/2- e 1 Ile 2 Ciitroi) 3 3 (w :--Is 1/2112 1/2 6 /e ! L_ L2 f _1/ & Ile __ I/-' i Ole 3 ?kiFOij 7 1/2 e 4 1/2- a- 1 /2. 7- t om) - T_ �I 7- 3 1/2- a' e 4 1/2' r 6 I1r 2 1/2' wliw-j­ Or 7 t/3* IT _r Ll - r - Ir 5 On* r 4 (90170110) ir 10 1/2' Ir 10 1/2`11 1/ S* 13, 7r COCA) 1-i/T IT IT IT 01 13, 9, 10 5 (BOTTOM) r _i/v 737- i_W2 5- 113 r It( IT 13' 7,1� 13' 21 1/7' 0 13 It 17 1/2,15 1/2*1 IT 4 Ijr M) S ,fi ... - _T1r -16 114- 5 1 ee It /e a 16 1/4-10 1/4-16 - I - 16 Ole 6 Ole (00IT-) KE SOLIT I 1 100 AMNON TYPE & VOICING INIR ONSINAR"M NYC OM FIVIVE K&MM 0 W�M AICHOIN VA0011111 00 UNWIN WK INOTAND! AN WICATIA ON THE 90411%41� MR Ltk LEVO TWO NOOKAM 00 90� KCM AMCNDIO 91401011111 & ANAMPLYNG WAVING WOON ON WmEKU ON THE POLUXT1111, 170111111, 1`0111 TW W110107110h TO BE POSSIBLE INDUCED SPACING 011111AIMED LOW VAM SOLL W IS US TWA 08" WAtM MICATIOD r0ft EACH MO" on Its SUNIVIAL ANUM Tv" RPM 90.0-W "w" w=-1 TV.- Imm"m M40W Wong cKL) 1 21/1 3 Ir 4t JW^ M 01011101CIE CEO.) FACTOR yy - r T 3 /1' ONLY VALID ISS USED. SEE I " &I �7 LOOIDS & MAX, MWINHEN SPACR CIE, CONCRETE BLOCK *EOUIRED L6 (D TABLE At A A.S.D. DESIGN LOAD vAvMUIM PANEL UI)mH 40 PST OR LESS .-a. > 40 PTSF TO 50 PSF 1'-2- > 50 PSF TO 60 PSF 5'-10" A VAX. PANEL LENGTHS ARE ONN-Y VAUD FOR INSTALLATIONS W1 SOUD SET A14CHORS AT W/ " SPACER AT 12 1/2- D.C. INTO INSTALLATION DETAILS POURED CONCRETE FOR UFE SAFETY OR CONCRETE BLOCK 114*0 TAPCOI# PANEL (1) STRUCTURES PiSTING POURED 1/4'0 T ANCHOR IS Ir' O.C, CDNCRM OR ANCHNN" 0 0 D.C. CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK REQUIRED, REQUIRED, 20 02 1/4' t MAX Lot EMA 01 Of It EXISTING, V115711tifij 1 TO CLASS. 'T avar 4 SEPARUM TO CLASS. d -41 GLASS k CLASS 'A 0 &J A TO M. iox I mkx. -L, hm- H PANEL UD0614 0' PAM LENGTH PANEL LENGTH 6' PANEL LENCION (SEE ELEVATION I (SEE ELEVATION r (SEE LUVAMN CgE ELEVATION ON SHITT 12) ON SHEET 12) ON SHEET 12) SHEET 121 0 TO CLOOSS. TO CLASS L/2 L/2 It. D. -10 r 0.0 E. 0 (3) ED* Vow I at L. L EO 3/1' --.A-- I ED "In =W& WILS 4) 6 13 TV.. 1�/4 Ile# TAKON "IV# ?A:�: he G C ANCHOR 0 9* ox OR POURED CONCRETE OR i��AKD CONCRETE ON 1XIS11": POURED CONCRETE OR SLECONCRETE GO, REOUIFIED CONCOCTE Lyt�NEL BLOCK ItEOUIRED KORN WA 0 KOULAR PANELS SUCCIC REQUIRED SECMK.fi_-2fi CONCRETE BLOCK ACCLAIM. WAL��NW _241rift 10 WALL IdOUNnNM WALE 3/9-1- SEE MOMM Is At to FOR AmO4m � I . le. r4k A. SPACING OCR INTO Vic" WOOD FrAME BULDWIL WOMAN ANCHOR PACINKOS AND 101#1100 No*' "M 0"1 3 0^1 SCHUKJLL MR E. IN SCHOXILE NfOM ANCHOR VANDFA or SPOUKALE my ON[ foLUX"Ims f0c"m om MR IRS OPIDIATION To ME pasookL REDUCED VACING OBTAINED USING FACWR IOHAU NOT BE Lm THAI$ a TIT "MAN, sx4c" INDICATIO) "A EACH ANCHOR TYPE 04 11" 90TWOLKE oict I- ] INSTALLATION DETAILS FOR LIFE SAFM PAHELW INTO WOOD STRUCTURES NOW HEADER 1/4-0 ANCHOR 0 0 OC. 20 02 Ile MAX, min. 4*.-Ml* I mxn v m Afta 'L" MAX Mo. PANEL LD40TH PANEL LENWH I (SIX rLENATION 10 (SEE ELEVATION ON FiHEET 12) 1 ON SHEET 12) wft, �_SLpARAIK)N­­ i -.(.D n I� Min. cl To CLASS, L/7 0 vr am f CO. 2-.4- WOOD 2'.4' WOQp PLATE KATIE REQUIRED REQUIRED L/;40,:ANELMATE PLUS 1/4 0 PANDLMAIIE PLUS 2 Ilr O.0 ANCHOR 8 t2 1/2- O.0 "M MAN "WAMON/81.511m ........... 44151 FLORIDA BUILDING CODE (Man High Vsiocity Hur me zons)l Tom ItImo. N; P.A. I. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. STATE OF 24 GAGE GALVANIZED STEEL STORM PANEL DESIGN PRESSURE RATINGS (P.P.0 AND PANEL Al QMX MITECTION PN=M UC. 'amt. LENGT14S AS PER ELEVATION ON SHEET 12. ....... lug 51 smw 2 FOR NEW WOOD FRAME CONSTRUCTION WOOD I V9 MAN NZOVOL 31314 NAL 1. .0 fm rwO4Nwm-&7v 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC DENSITY OF 0.55 OR EQUAL. boom ft of -om?tt V= ILUT &.. r LN 3,4017 Is or $8. CD cu 0 0 L_ ca. _0 0 CL cu 0 a) cu 0 cu cn 0 2 (D cu 0 -0 0 cu ;* An cn a) E L_ 2 : E cn cu ZO cn < z z w mi CV7 C%j c= C%j C3 cp Lu CL cm m C= _SG, w= % C-4 E Om m ci. w C= E (n (D c- U) cu 0 U) 0_ c- 0 cf) ca m ui z z SHEET NO. SH 1.4 INSTALLATION --DETAILS FOR SERIES 2000 E-Z HANG STORM PANE1_�D Ezt/te. INTO POURED CONCRETE, CONCRETE CK AND WOOD STRUCTURES EZ i W/10 ANCHORS (SEE SECHON EII a ALIORIATNE E21W ON SHfEr 18) - - - I" Mir. (O� 1' SALT. .EiIRe'RRRIG TOURED -- - c.'(9EE NOTE 2) - �W/SjEff 1?J(Non 2) CONCRETE YCOC( " _ _ _ ANCHOR TA0 11 SEE 114%I' EN.S ---- .` -�_ - I/1• /' - 1 ANCHOR O 13' O.C. si0fl]) F) _ --._ ,.8/16'. ALI./wNUY _ DGy Rrv_E1 _ *LAST PANELQ TO BE INSTALL-ED Al E/ H UPEHINO SHAI, ALWAYS BE 1/4•e TAPCON " /UN1' HEX HEAD TEN wo00 MERCER _ T)' 1 '•� 114R1. HEX 'FAD TOR 1/Y O O O D O �7LH O O .- O O - T - - .I PROVIDED W/ REAR HANDLE TO FACILITATE INSTAIIATION IF INTENDED ANCHOR O tY O.0 5� a �[4• FROM REOLPAET �i / I��I `-iICREYa a/A' FAOM - TO BE INSTALLED FROM INSIDE Or STRUCTURE ` 'j 1L)NIB .-'T'Ti - - -rr-rr• .rr_rT-.I •-j. --._t .T. 1-1 __ � (1) "FI I S000: E-I HANG STURN PANEL SYSTEM 1 Wn �• 1 1(EN0 PAN�ELL)T (IITERIDR ASIEL) -4of R PANEL) I (INI RIOR Akin END PMn) { �} 1 P I P ( I MAn CON ISTINS � NG 05 SERIES + Cool. TRACKS TOP & BOTTOM. .. NOTES 2. 3, 4 f i I I SEE NOTES ?. 3, 4 6,1D (2). END FMNELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK t p l Rp l I I L_ I t gT71ERVA5E A $T(W BAR (�'SEW.L. BE rLItOV1UEL) AT FOP {N SUCH +/.Y-xnt• tl 1 fx Rills w.6i x I _ 1 I I I z s so S W LSD it • e 1/r aC AF N 1 PJAi LENGnr PANELS. Ai U oAlw II ) t 2 m Tar r'Ir0 1R W O•/- M-0 P• 1 II 1 4M, I 1 ( f t' YMI. I 1 (3), N ENO PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION u-sEPA LASS, ) i ! la'P 1 SCPAfuTNJN 1 1B'a CXI$l NC x TD cuss. { _ Ex sIINc e A, I I. _ $HALL CONSIST l7i 1/4'a-zOR3//' N.S. W/ 7/e'RX3/'3?' wH/c G'1A55 'A '^"" POP OfASS"11 TC CLASS. +alwwWFY POP I NUT OR 1/4"0X3/4' Nil-IHLJAR'!$CREW KID TAPPED BOTTOM M 1 Itl1i7 a 4 .O IB147T I I � I SECWNS ASIAPPLICABLE) EXTERIOR MTTPPLAWAS OF ELAND PANEL AT EITF1EFt Of TWO = ' E.. 1 1 1 MAX. -xal• _. ➢_ n I MAX M - Cisco. o. (4). µECASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM 'P 0` E - - hWEl LENGTH • - .4 Y a-+--'�' i INDICATED JJ_L�..1J_LLJJ111JJ_Lci'JJILLJ1tLL1J1LLJJ_LLJJ11�1JJ_L1 JJJ � +I PANELS � TRACK A STOP pAR IS ONLY USED At TOP) AT LEAST TWO a I ) uG � Y 1 ��1 P.wEI IENCtH • _ T_ _ i 1 I SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS j -�' +-.. �. ON NOTE 3 ABOVE. IN SUCH CASE, CONNECTION OF t' Yh1 U pQ 0 BOTTOM K MAY OCCUR AT ANY PANEL IOCJ(TICX4 R••PAMt ! r. II I' ANn �.,__,A.•�_-_ a �__.__e e i ''"__ 4 _-y.e _-__ ---.....� n To MASS -7 1J p TO CLATSSS 04 THUMBSCREW O5t1a II .� 3' fb. L I�[ i _. 3' MR. plaits r L TMUMaICNEA, II I 1• Mm 'TioTE 3 LGw/V.7' ''Ott) 1• Yin 't INSTALLATIONS ONLY YAUO FOR wind a ANCHORS SPEED UP TO 170 m.p,h, (SEE 5FCYION EP A 411PMTK Cl ll Ow SHECT 18)EZt/16. H t ED.E2/W/10 TYPICAL ELEVATION FOR SERIES 2009 E-Z HANG STORM PANEL 7 SYSTEM (t) 7;_i 1/4'4 1MCON ANCHOR SCALd. 3/.32'-1'MINOR OC�7' .^ EDi 2URWOC1D _ _ nCr.VaN• -- CR I j REWIRED •t VAa.IF UNLL� otoumED WALL MOUNTING WALL MOUNTING SECTION EZ1 AW( CAP i T, j' SCALE s/Ba I' ALtESNAT3/8m l -t W SECTION A -A W4rM411uNgNNr SCAT I 3/ 32% e��EP p. ill(/l�Eyi gyp.. I fol = Q9' hffr ENGINEERING EXPRESS' PRODUCT EVALUATION REPORT September 15. 2020 AppEcallon Number 17688.1 - R2 EX Project Number 2031543 Product Manulactufer All American Shirtless and Glass Manufacturer Address 1540 Donna Road West Palm Beach FL 33409 Product Name a Description 240a Galvanizod Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued m accordance with the requirements of the Florrde Department nl Business d Professional Rea Don FkTrda Bui Commission Rule Chapter De rt B1rM Pe AnM kR Pa0 ( n41 1 W F t c P an P r Method 1 The product noted above has been 61G2'0 3 005 A,C C. for statewide a r c Me od d e m pa () tested and/or evaluated As SUMMArizal herein to show eutophance with the Florida Building Code Seventh Edition (2020) and is, for the purpose intendedat least equivalent to that required by The Code Re-evaluation of this product shall be required following pertinent Florida Budding Code modifications or fevislons Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX urawing a20 31543 fill" -gaga Galvanized Steel Storm Panels (HVHZ & Non-HVHZ) sheets 1 5 prepared UV Engineering Express. signal 6 sealed by Frank Bennaldo. P E is an integral part of this Evaluation R&Lmit TEST REPORTS Undri static sliuc.Wral pinfbrmance has been tested in accordance with TAS 202 test standards per test fepodl9) SNIT-ASG-1 7-001 by Blackwaler Testing Inc, Large rinrole, Impact iesislance and cyclic loading performance has dean tested Ili accordance with TAS 201 and TAS 2031051 standards pet test iepod(s) PET ASG 17-001 by Blacxwatei Testing Inc • STRUCTURAL ENGINEERING CALCULATIONS Shucturnl engmannng cakulahors havo been prepared which evaluate the product based on comparative and/or rational analysis In quaxty the following design crilenn I Maximum Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation 4 Anchor Spacing 160 SW 32- AVENUE SUITE 106, DEFRFIFID BEACH, FLci 33442 (954) 354.0660 1(066) 396.9999 TEAM f@EMGINEERiNGE xPRess. COIN E IIGINEEAINGEVPattlS,COM '•'` FLORIDA BUILDING CODE kislon High V610cI Hurricane Zone . 44167 �• T TO FIORIDP . 2 rJ V fur,.••.- nMEn1Yn NI1111/141N4 uaD10 tr.Trm. ill'24 L ECOIfa GAGE GALVANIZED STEEL STORY PANEL rAr1n1._m uYR_"rL 11111.R DMWIL lelfMM-TL\ rwr IN.MeR-IA: 1/102. rzSTAE 0/1117 DLL : snx"r sN ... aMrlIVID IYN n•-,a�� .�YII M-w, c.-woe1R wFIASI .( TIGJr A. .1eD a UA 9 All 1 2G-175 PWwwO rw wen II W 14 .sir •n. ".,•> •" E NGINEEF4INC; All American Shutters and Glass - 24ga Gothanized Sleet Stonn Panels No 33% increase in allowable stress has been used 1n the design of this product. Separation from glazing is not requited for Instalfatlons outside or Wind zone 4 and essenlial tecixhes impact Resistance: Large Impart Resistance has been demonstrated e6 evidenced In previously listed test repod(s), and is accounted lot In the enginaenng design of this product Wind load Resistance Tints product has been designed to resist wind loads as indicated in the span schedule($) on the respective Product Evaluation Document (I o engineering drawing) Installation This product shall be Installed In sloct compxance with Its iospeclwe Product Evaluation Document It e ongmetenng di aveuil) along with all components noted therein Product components shall be of the material Specified In that products respective Product Evaluation Document (I a engineering drawing) Conditions8 Limitations of Use: Use of this P'Lia."t shall ba In strkt accordance with the respective Product Evaluation Document (I e engineering drawing) as noted herein All supporting host Wuctutes shall be designed to nitsist ail superimposed loads and shall be of a material listed In this Droducl's respective anchor schedule. Most structure conditions which are not accounted for in tits product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer All com ponents which are DBnnanent N1nstaInstalled shall be Dr Iecled against corrosion Contamination and other such damage at all times This product has been designed lot use within and outside the High Veloc)IV Hurricane Zone (HVHZ) Rc,PWtUIIY Frank Nennardo, PE ENGINEERING EXPRESSAO nPf,(N)4fL5491 Cont .4uth sI 160 SVY 121" AVENUE SUITE 106, DIFRFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TFAM;AENGINFt R1NGEx PRESS.CUM ENGINftRINGrkPRESS.COM �. :HnnD / Lra� 74�: Cr NTY ,YrF / s TP, fir yA. Ass• aw ,t i 7Q' I .1 IF, T:> •' k rlaif F-, Yx YTF t3P": .1,. - •tFA L A "JAI YYrta rc. ••71 s G - sT !X . al A ML-MH •Fl, Yfi Yn ,u � e 1 3. i A ,N •r.�.D v. TOY 5: C11SI xx �}L� nn,F NSiY'1 YS>TL..f 1 -0 OY(3 AT IN I (AtI look Hi't;U011 ? MYL'A" PRk- h { r F1�L �'ri. v eP'�� all. I, M .1K ":Ail,ltk N� u"xiu fib'/ai '�., '£..c.f F.<• nF:C•:AHC XR1Mv r:, ;PAf Dns1;m n•L;r �J:llr1E I '1' IMN:IJHIIH:I "1Nltll .qN:I TUN 1• -I [C, rM1 PC Ire.. �f. 1 1 f E MAIL MOUNT ltrUok r v I •�J r rA '• rn J Ile. n 1n ja FAS I't I :fFY` SIT- 1Ye1,J.1.1Irlua I'.) fir, � .".A F., v •11 r'Afn ,2L ;'i IV M H I ;MN ', rl {I� SFh _ :mac r Ile IIL r 6:1YR':M C NR1104CLta ;(L 6'3'rr -"rr":L YESYt.i y, 7yf l;, ;.F 1lLC:6 G'__I wldE .T1F�,. Yr� _ fy.A-o I,i(' ra. r:p Y wD w Lax16 J•r.. .IRA M{.-. IVa W'1•N-1 j •' ( :'/•zNr'..6;i 1 Eo'MMAal w'Y• .l :r IT.Ir Tm (n -.•- ' .e: _3 _.rr raV 7 m1 TIE n eliIONALTOPJ00TT0M CIOSU0.E D_iNa i f:."itt 'u- WxIMI ­­4 4 ,�a.r BI � N 4 I .yyyy r �aS E I IB yy$ I C .- �;eE 13Nmg #Yi' t �rgl FMV(AfMM,1DOR m 20-SISALS LAC W MIN. PANEL LENGTH 1 INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. OESXJN SMALL BE 2'-6' PRESSURE RATING +/- 40.0 D.a 1, AND 6'-0' MA% PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN F4ME No 2, W/ SPECIFIC DENSITY OF 0.55 OR EOULL. ►a1 GEN,i'' �i FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 44167 1 * $ PJP36 ,t aDa 14 . 24 GAGE GALVANIZED STEEL STORM PANEL D PRO. DNUCTS. GLOBAL PROTECTION PRODUCTS, LLC. 0710/J-1ro7l5D 0 R assiss, isse AS.^.�:: r.w.•/.I n-W'W PL•OAIf)N A a, I JI.. Pi rFLORIDA41 ) Mw•r1L Nn ,�94,CIl/lil, SLORD llla..1 � .wC/OAR .M� "Pt"STATE WYII II W 16 " MAXIMUM ALLOWABI E °. F(IR� DESIGN PRESSURES: a Dane M iwsl ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NUN-HVHZ) stir 711.w �e aY - 1 _ `---- --- __ aS N10FED IN DESIGN WIDTH UNLIMITED (PERP, TO PANEL SPAN) DESIGN NOTES: I SCHEDULES POSITAND NEGATIVE DESIGN PRESSURFSCAL.CULATEO FOR USF WITH THIS _ STEM SHALL BE DETERMINED PE0. SEPARATE ENGINEERING IN ACCORDANCETHE a; A' J TOP MOUNT (CORN TYP. TYPE AS REQ'D) SECTIONS -}-- IDFTICINAL /"-X) 5nTCH BOLTS WI fH WASH ERE NC•NUrS FASTENED WI N Ip NWIITTH D TERNINED IN AC:CO0.�DAN WITHIA$I.S 7 AND CHAPTE ISM OF THE FLORIDA BUILDING CQDE SHALL BE LESS THAN OREQ VAL TO THE POSITIVE 00. NEGATIVE DESIGN DPESSURE CAPACtI r VALUES LISTED HEREIN f00. ANY ASSFMPLY A5 SHOWN. LL2 ' W ww u �I > c In � < n 9 � OVERLAPS W MIDSPAN (VSENOTES: APPROPRIATE SPAN TABLE) a Q ¢4 GLOM VIEW IYi 4 W < 90 156" u -- 'f \ / / I BOTTOM M NF n O1 \ ! (CONN TYPE \ ( AND) \ 9 - I 0.l75• MAY BE AT T -^/ B BOTTOM `- T TYPICAL VERTICAL MOUNT ELEVATION 1 N T 5 ELEVATTON TOP MOUNT LM1Ax AS REQ'� (SPAN ABOVE y--- TRIKT'ON) OM P{ T 3m '- N TYPE 4 O'D) ••• - 111777SSS -O BS�RUCr1ON 0 i MAY VARY -I (LOCATION VI ryWF a �- OUTH TVPE tA.SQ'D) L11111HU1111 INCEP Un6X BOTTOM MOUNT (OONAN^ (SPAN BELOW TYPE• A5 pEQ'D} OBSTRUCTION) nANELS MAY BE NOTCHED AS REQUIRED. OPTIONAL )(/'-2D STITCH PROM RS THAT CO 4-4111 ON5 ANp BOLTS WITH WASHER a ANCHORS A0.E USED WHICH SATIS% iVENGLAPS ILL FASTENED aPM7131NML4TE SPAN T SPANS ABOVE B BEOOV/ Oa5TR1)CTION, OVP�C� O NLE) TABLE) BLE) GENERAL L TH16 S KIFICATTON HAS BEEN OESIC �AND SHALL BE FAbAtCA7E0 IN A,CCORGWCE WITH IHEgEa1RLM6NT9 OFtNE FLOR@NBUILDIYG CODE SEVENTH SOM N (Zero USE iNa101 AND OUTl LOE OF THE HVHZ, PEW TO. 201, .101 AND 207 TEST PRJr'XOLS. CONTRACTOR SHALL INVESTIcAlf AND Og1fg1M TO ALL LOCAL BUILDING CODE AMENDMENT] WHICH MAY APPLY. DISI43144ITERIT[EMIA BEYOND AS STATED HEREIN MAY REQUIRE ZDO WO 32-11 fI CREASR N ALLOWABLE I MISS HAS BONN USED IN THE DESIGN OF THIS SYSTEM. V. THE ARCCTUHITECTJENGiNEFR Of RECORD POK THE PROJECT IBLE E�OM1`lTH TMNTEGNTYrv01 ALL SUPPtRTINGSIBUaUkFAACN IS fS o THISS DALL ESWIN WHICH SMALL BE COORDINATED BY THE PEAMITTING CONTRA[ TOR, 4 SEPARATE'SITE•S/CIFIL'SBN.ED RNGLM[[RIN65f1W18[REQaIPEU LN ORDER TO DMATI PROM LOAD DIfLICTiONTi. (M SPANS CONM00Jlp 1 I C T T 1 P 0. TI 1 FRF N. ON AC lH SEN GSNEE F00.4LTERNRTF S OALCULA ONB AS AN MAY E! RBOUIREP 9 H[ S T04 DETAILED M1DLfIN 16 G[M[RIC AND C106 NOT PROVIDE IIIFORNATtOH FOR A SP[GIFIC aI7E. FOR SITE CONDITIONS OlFFTMNT M ON THE CONDITIONS DETAILED MERLIN, A LICENSED ENGINEER OR Rf06T7iRED APCHTCcT SHAII Pfi SITT SPPCIFIC DOCUMENTS FOR USE IRA CONJUNCTION MTh THIS DOCUMENT PRESSURES NOTED HEROIN ARE BASED ON MAXIMUM TESTED 6. Of5SDIVIDIVIDED PRESSURES pIW DED BY A 1.51�SAFETY FACTOR, I. ALL FASTINER6 TO BI r.'X, 00. GR[A7[R SSAL GRADE S UNNLLESI NOTIP Or" kNViSC PAS NS SHALL BF CADMIUM PLATED bR OTMR1, 161 CORAOSION-RESISTANTMATERIAL AND SHALL COMPLY WITH"SPECIncknoNs FOR ALUMINUM SrRUi:1UREW' SECRTON 13 BY THE ALUMINUM _01OATtON, INC,. S ANY APPUCABLE FPCIEML STATE, AND/OR LOCAL CODES. H ALL Small PANELS SMALL BE 24GA SPIEL b O 024' PAN FORM D T 1 T T TY l STOP' PANELS Sner1 CDN 1 AsTM a6 3 s Ra. Bill aA13 STR4 G6a GALVANI2E0 COATING WITH A MINIMUM P7 Ma.1 XSI O 30. ALL ALUMINUM EXTRUWONSSNALL BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED OtHFILAIAU. ]I TOP 6 BOTTOM DETAILS S60WN MAT 6[ INTtR ANGLD AS FIELD ODNDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS AFPUCABLE. 12 CONCRETE NNCHDPS NOTED HEREIN SMALL BE SNBC-00EO 1n NON CRACKED CONCRETC ONLY. INSTALL ALL CONCRETEAN04ORS PER MAN UFK. TU0.E 0.31lKOMMENf1A7fON$$ I3. THE COXTRAI:TOR19 R@SPOYeSIBLE TO INSULATE MAT ALL MEMBERS FROM EASLIMILA0. MATER]AL6 TO PREVENT ELECT0.IX.Y515 ]A E IN R 'EAL F XCO MERE. TO VALNA 5 6 ML DESCGPI A6 NG EE S Af I TE TRUCTU SHOW N 0 SE OF IS $FC{t 7[ ION B CO RA OR, e V NLY'. U THIS F IS Y NT N. T& INCLUCI1F115 15L FEE HARMLESS LL THIS f5LNGINCERRESUL FOR ALLM M T E DAHAra[5 AL FAPRIGTIONNG �SAY6TEM ERECTIOHA6ECONSTRVCUTIOR OR4CT10E9 BE AND THAT 1YHIC" 5 CALLED FOR Y LOCAL, ERECTION, A F[DERAL CODE] 6 FROM ONIATIONS OF IYUS PLAN. 4 U EXCEPT AS EXPRESSLY PROVIDED HEREINI NO ADDTt70NAL TIMCATIONSORAFFIRMATtOWAPAINTFNDED. 1 R. ALTERATIONS, ADDITION] OR oTNa➢ MARKINGS TO THIS DOCUM1m AR[NGf P[PM IT MAIIU lNVAUOATE THIS CERTIFICATION 17. PANELS SMALL BE PERMANENTLY LABELED WITH A MINIMUM OF Ili LABEL DaR IVORY 7 0 FEET, COARAIfiINGTHe FOLLOWING INFORMATION: ALLAIIENCAIi SHUTTERS A110 GLASS WEST PALM BEAGH, FL TAS 201. TAS 2P2 It IA 201 RltIp LOA YR obLKrAPPROVAL NUMBFR / ;i: `(lz-' W °' L w GGGIII... yttt(flll b O IA Ur LA ,'1'.t C•G 4 LL, - W O "8, G =�� e < Q' (•,) 3 ��'-77 2 W Q Q 5 K ^ W T� O ;O<I a LT o z < ax �1 e.1IS y Ii R F M a' d ii p i 1 U P B 1P 1P 1 B N Y_� �6`z Y aaa 1L IjN 61 1 cr>+rww: �,Mn" nrxlPagN 20-3IS43 VISIT ECALc.Iast513 ■ $fa PAGE - VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS ,•,Ii°"'-r'''=" ,. W .AA<X H 1Xr 'MYI Ma, f ■ 1 Nla F.LEVATICFI POITAI4.IDMAL ,1lORraaPaeDLMLae - III ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANEL i MINIMUM 5 L11tM MNFI s! a C H u GU (IIV11i, WIN020NE46ESSENTAI FACIIImE11 MAxrMUM DF5 Gh IPYI NWAlUINSTALLATIONS L13a INSTA IATON6G AtFR PRESSURESPANII rNAiiNAN N1'aovF DROC THAN 0ABOVEGALE I i i 170AN ellew 2161. /AST I DM 6, M 2}Bl In rr W •/'10 ldOAM 606M Y.16M _I .A45 y ilOAM 6.06M--- I.161n WAIN, 606 L361n _10661n_ _. 60Bo L:7sM _ +/4s Yf.tin sum 27zw�- SPAN 5L:IIEDULE NU I t5: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD a PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVELOADS LESS THAN OR EQUAL NEGATIVE DESIGN LOADS, 2 TANEFASTENERS ASTEN R ARE RE STUDS iN CONJUIK'TICW WITH ALL MOUNTING EXTRUSIONS � ("P-TRAC". SIVDDED ANGLE. ETC.). USE 6 IS' CC. PANEL FA53ENER SPACING TABLE VALUES FOR ALL "N". AND '" HEADERS INCLUDINGBU BUILD T CONDITIONS) . 3. UWE" INTERPOLATION WrWBEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. t ENTE-k SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO ee PROTECTED 2. SCHEDULE 15 REWIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE HEFT '"Gi I. LOAD f T T N 3 DIR INSTALLATIONS OUTSIDE THE NV I AND WT510E OF ESSENTIAL FACILITIES IN ASTM WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION SCHEDULE 15 NOT RlQll1AED AND NO MINIMUM SEPARATION FROM THE PROTECTED INS I5 R IRED, 1 fk MINIMUM ALLOWABLE SPAN SCHEDULE ns) TOP MOUNT gI £ s� a � '•en �' H o� E �� B 3 � � g; <C� - �� 5 °H^ Hled4r o" O'2r 24 7 .r 2 - T9" iMoul IJ'Iia4d., 0" 0^ IF 23' N" 2B• Zr 1,r 24• M&MUlWasuals 0' P b' it 2 I if 2 -,jr 16' d &aMf x 2 Ir it H• ]7 r ]b' it 33, (] 24r 24• P !(Y SP 2V 4a' 24 .Ni 30" &9- g 'r T,.LL SAY --- � MPIPAI 1" fir 3w _ if 27' 2B' 3V 11• Sir- 31' ?r 12' i If 7a• 11' O MwA r 2r 2 2 r 2 r 30' ALB• !; W 2e' 4S 2r 4S' 1V 53` K F N V ea4e, 7' V 0' 2 r 'S p m T14Mt I r' 2f 2 r 7P 50 29" +lE 2r 4a` W 57' SWtl�-' fiR Mptl01 23' i1 31T' 31' II' '2T 9P 11" i3" •M 1 74F I 26' 7C bs' SS' tie" 1 1-114,<r -E.1M.IMUM 4l9w'4N.. SPAM sly -ON Ad.14DHWNAmnN al'MarN11N: � F.IMMM AT form Olt"", -WALL LL.9114 Ilea nuN "" WIND IN TAU(1 .91 .i,l hill Aat6PYAALL L R rNx aP ,ra i AN n,u r _,x 2 NO SaMPA Ill NIOM a1/.6L Ic Yl9a1 tD YAI AN6L .lNlmf H N n Iris W >• cove nil LmINNAnrIH Allow PtsPC I"NINTI r Y40[ (10Ei41R RPDYIIIlp fCA 4LL W DOplr NOMi! IN fAN1 AiOLx. WIKM MDE CWSr,RTS Y4 W , L.7 QASSf1.All tie xlA IKtN('r VRp wMMIYNPOIT ross".11 Q (WIT-ON,A,RIDlNaePYIPARAnON>AOM TW APa.I T M 116,r•!]441w1TH OR wm,pfl sTnLH e0L'S) ANb J•M •ANRt6, • /IOrN win, PANS PAlTlM4f a 1J !' 4L116.21' O.G N ).sl NlA'MTN JH MNAK• rr'46FTt w6R TONnu0WKArw A4r1D IFP let Ut OP Of/•l aoT Q oAY4MG lTROEfAa 'x.1,. VSINA,Xrr N6rw1Hp: LcvR),TIDII t+.OwR. IN i>4!E OMWINGS A C9g SIONAL INTERIOR FASTENING DETAIL ___ w 0 7 0 e Z n .f>i In gi ai O In N WY1 P>NtI IN5Ta, x'.' ,ADM !!I V � g AIURMc[INar IntFAiDR Or O S � rim OCNNAPAO. ITT [ PEA 6. GBB 2.230" 0.094'2 9'0' tMt 0.7E0" p �p1 a i ?' M LW uL �S, 1. 4.1I5• 1, NOLZS" 6.12d' TYP. LYP ^r ut062 1A1p61` r012S"y 2 0004iA 1 , 2i0" �I: zD00n ,I 2A00' I TYP �a<�nfp ANp�� wa [t �.121• 1, IGO" 2�M' KAbDI ra. •U• FCMra aUaA-Olrt V N6/(ON ©J-PAN r,[MURF LRJ__ .. M ! i id LLSLOA,12.500"PPNEL RAGE----+510 L 0179' LI Ir�A.p 0.97tn I-{^ +fj2'" OI ; .�Ir �48" .�. 0.350" 1.007' '��i" in r d.B10695' G19L(1���.-i14 LgDbSS 11.B75`PANEL LENQTN At � 7TTWD -' IP7a'� �. : Lin �p,545' I tl.5 4.15D' O.ISO" r0A5D' ♦ �O /,124 CA PArat UU iO DCRECTION it I:J �0,090"-II-RAr M; 0.tl85" 0.250"., - T•- 0.040" , Ivr-xwH 0� 235• ,215 0 710 R0135' •- F/] TYP tYP, 2' 0 0,70D' �4-4 GUALD-WT Y IRALN0.090" • �Acx w�Eo wx r 0,957' LJ� I 1 a NN- ur. N'-',a♦-r'u,> j 0.190"�E E'aCI c1Y-�655' � L1G FJ') n i C D1u:rIOA OC M x Ar rr. f D I- D.us s.IXJo" nr., _u•Lu m pe/PRSFD , •. V..lr A•aIL All"P ANOLC-'11EA11C IFi� Ix'D1 S � F :;] 1A0a, w•09Yf00'+Vi[YLATR OVERLAP A [X iTM':L DETAIL � Iyn A" AUX� �1 CO0.HnL CLOSURE L / 25' MAN. zQ V ll D.iIA"f 9a1-11Y:':OVLAm 2S MAX, U ^ 4000 MAY ra.w -Huy rgo:'PM+x1.0 y.l-N1.r'K11'fT• Y.n r�/II7I•M'11.:'w Mfnk LLJ Ci • •CJ : ^M✓nT. M', Bull•OUT Dl vxYn JM ,1 r AM. YY r•nnTr«Y+r a DSi ONCE +sn11•+A<ry reFr 1 R 1 E I . .1 nonA rr " n•rA ' -Asa":a . 1,000' � .1. IU:F Y''a;t1:M1T ,Y,.�.:" H,.TY'hnA.r': �': W:. IR•.1:1 Ni:al ^. rv,. LVla. 1°•a c ar. 1. o.H i S v Mi•N '. EMBEU Y LOW 3,B2D1.1 4rorr"I..1 Ir1m'4 r-c .a F".rfa1 Y.:-.:I sYp JFa rnr = � p I'i n Y4Lanr' t GVENLAP' 'y i'.a Nuwn.l:. ^S' MAY r /.\ r-1111"uufl cllLlllx«urinu E ♦Ku•e ro. /�- LE. L, w1i MI N 4'MAX. IA IAe:u•,,AL.I MIN lowLNAYTI'ii W1 .^v D r✓<i T X1T i /� RHEA ClDSIAiE DE'1'Nl EMBED ""IT'•..1 N<NT • ,PYt.'_ _ N. T p ��F l /\TrkPMDUNTcwsynEEN+IAU I•.�i _ ppIRR 88f ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANES. FAST ENE IIS O L] S" nC 2.S" EDGE DISTANCE ', a Ir RNf.MOR ` aw *meM 7VP a T 6-0' SPAN Fro -7 Pn P1 W-fe' { Y TYPe a( CA CA CON" TYPa mi nee C1 C2 C3 CA C1 (2 0 CA ]C,lra Cn 0[A / AlT l OII DEW L TAAC 4 / Y+ 1 2 Bc"14' 3. 99' 1E.5' 36a 103' 6:8 125' 160 9:1' 61' % 2. • l S a 0' L 8' a,0• 12 5 16 o B 1 1 25 1 0 R 6 1 S 5" u t2 r Sa 0. 10.1" b 60 &r St 6' 1 2S 160 el' L4" .211, L.- 6 0 e 1" 3.4- ISS' Lao 9.I" to B a.l' SAL" f. '• 12.5 ]6 b' 1111 6.4• 31.I- 60" 6.1• 6.4' 125 16,D" SAL" I/A"ri•:Ya•iMwU ]3 DMAIi U LTRA(ON 4 1 NY.X4P 1 _.4° t r N r1•y4._���� lx kl ^� tt 12, 5'• ia, •14D. rs 0' 3 9' l A' 15.0" L3.0' !24" 34 160" 13 "10,1" 3 1_" 6. .0 .6" 12 !" 1D fY•l• 11 lt1 IaA 11.9' 9.5' Ii !' Ill O'fl,E" f] 2 1e D 15 a" 1 . 12 5' SIP 11,0 9.A '27, 16 D• 11.9" a. 12 S 36,0' l9" 1 a5" x2 f' 24.0' 13.9 9.S' 12 /' 16 0' 11.9 V ,!" r.rlw' MIYI, is I1r101NT440��0 SIT 41 48 y�( 31 1 1e.0' ! 0' 360 53:1 IA.D 11119.•' 12 " 0 V f1 0 1 12. T' 16,0 16.011 136" 11,9 d60' I .a'• LO 6. 1231 te0" 1I,3" Sox" 12 S' 12r 16O'156'13:1 is0..14,4'11.1.,12.5'160'12.5 12 $' JS D' 12.5' 1061112.5' Hi 12S' 16 0. 12.5"10.6" 160'12.7"10.4" 12.5' ]6 r 1 1 le. S 101112116.D 1. IN"> 1..YA nenrl Tx INnWw1 .APn wAI. Al 7-. 11.!' 12, r• 1A. ' ]s 1e.D•• 14.0" Illf, m.o• I'll ra P' TA 0' I. 12 e' us• 1e.b' 1S7" 14• 12.s' fa U x 0 IG.O' II.IT 114" u,r 1Da' Tao• Iu^ u.1' laD' 173^ u:^ Izs^ IRS• n.3" 1 ' 2.c" ®all Dist it L+ CHOLP 31 wN 1 I,. iY1V ux ♦1 40 M"'-+""""""� 82 72 •. , il' I frM m 13 b>wI41a Irw'uu 41 62 tl� 7 6.25' a 2s 6,25" btS' fir W., t3^ T x- Or 1 6 4•h. . Co.T' ' lr:17• e.4" 12.! 1. 1 5" 10.' a2!' 0.l' 9 Y' in 0' I.w 71 11.!" 11A' !.7" f.0' 62f• 120' 4a" 4.!" 15.6' 6.eF .E• a45 f06' ALL' 6xs• fill a 4. ye'.•I/A'rAMH. 13 TTW .T N 6! AACD 41 A l 0=30 01's, 62 6F'�'•"^'^' 1 1 ' z.r 11. 6 S" 6- 1 t" 10" .13• 10 T" 4]" 4D" a• s1" ]D x o & r 12,1' 4.7- 4,6- 6.25" 10 " 1. " 4,O' 6.2 S' 11).7" 4.1" 4.0" 6 4. " 5" 0 7" .l" i 2S' ILL " A. 4,0" Nn•,11R' HMHfI' 73 LID ALL POINTS SO SIT 4x 40 SZ M�'71lse w IS 2.T' f0.0" TAL I' it 9" 12 S" 760" ! T" 7 1 " 1 h" a 12. sA" A1" 1T.5" 16.0" 1 .T IV 7.3" E.r• 1 , " sI 7.d" Ili 12.T' 9.T 7A" 12.51, 1641. 7.7" 6.2" 12.S'• 1610" 7,7". 6.21, 12:S• LLS' Iaa• al- ]a Dr 7,1' 1." 12.5" el" 11.1. lex, 1a.0" 7.7• Cr 1.T" Gi 12.5" 16.0" 7.7' 72 SE!" too" 717" $71, l UAL• IsMinis 31 111-1 N T2 13.911 10.01' 464" e, S' A A 4.1 a23• 10.2• 40• ai` 12 13 4" 5.2' 6 A 13 623'9.2' 16 " 11.9" n 11.9 a25' A2' 3.3 17' 6 .26" 9.2' i5' 33" a2T' lR a'• 4] e. Z' 1]' ],]I:9.2" B33" 7'. 2" 7.5• sSIT." 51 el' as 3,3' 12" a3- ]➢" f(' '(• NAR Des"'" AYCNOR ►RZSSURL PY OSP `•PINY Liu a i-11' •.Fri, IRA .I M-IH HIM Ile I I I ' COMM YEER CONNTyr C1 IO C3 c4 L1 L1 C1 G4 CONN TYPE Cl C2 10 CX 1/.1^ DAL rT BED 17 n INHI:xW AlN 44 H--•��� 5z Y2 l25 60' 160 9 to [.S 16 a' 16 ] ' 0 S 1 . 6' 16 0 r•J' 0 16. i T' l60 160" l8" Ili 60 .' 11P D1' ]2 T 160 IllP 4 2S' ISO' 160 6 7.S- 12 1 60" U.% .I I' 6 II, S' 160 347' rD it r• L1.S' ]f.G' a&0 16.0 14.7' 6. P' SIS 6 D' ", IY ]60' 15 0" t 1' bP• 4 IA. r• e.U• 1]. 12!" 16 P•lAT 60` I6.P 14 T' ea•' O �} •I,,t U1'cmm, 73 WOOD 6t RF4, 41 ��..>.�wn�Y......>.�r>.��....>w.�� P♦rNAN••.••'•••A^ 12 72 1 L .S' 6. GO' l 0 1 10.1' 12.5 IGO' I.l" i0' ]2�S 6.0' OB" 6.2" ] 7 12.9' 160' 3a1' 01 12.9' 16.0' Sy' S.6' 12 S' 16.D" a.T" 3"'" Ll. r l2 3' 6 LO" ,0 3 16.0 110" 144' 9a'S.6" 7 ;A' 12 s" !2 .9 16 0 10 a 1 60 9 5 6 6 e n 1 n" 4.6' 5A. 1 ] 7' 12 S' 16,U• G In 0• a a" 5 6' ] X 114"•11M his Pro 93 TADuNr'r.FAs' 41 y 46 TaRR� 92 R 12 S 125 1a. 1a0 I&Vp ;3.3' 12. 12.5' - 1(r,0 16.0' l] .3' 911 Bigggiff 2,5' 1_ ]2, 5" ]6.a'102' IE.O" 9.1" 7h.0" 9.3• J6A• 9.1' 12.5- 4 1.5 L7.! 16A' 11.4 1 M 0 1a,3" ea' 1 e1' 1 .9 12.3" i3s' 16.0 lit 0' 1t0" 91 9 l e.0 12, 5" ]2, 4" IS s' ,/I,'. 96' JL sit 0, IS11,i 41 WOOD RaeNRIC 46 31C (I SS 12 1.7-9 1 .0" s•' t" ]7 S• %a.a' SA" A s LLT' 16.0' 7.0'• s,P 12.3• 11.5" 4A• A I' 6.I5" 12 A- 4S' •.1•' L2.5' IS wp S 9" 1.0' azF 12.I' A.T" {,0' 625' 12.3' 4.7" 4 " 12.9' ]1,!" S.3 4T' G 2r• 111 4.7 A O' 6 25 3T.9 4.T' 4IT 625 IZ S' 41'• 40" 6.231' I2 Y' V' •D" aTS' x1.3" 41 AD' ANCHOR NOTES: ANCHOR SCHEDULE APRIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING MAAIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY 2 EWEPLAN04LO SCHEDULE FWSEDON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL,&ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN TER OR EQUAL TO SHUTSPAN,SELECT CONNECTION TYPE BASED ON AP ROPTUATE MOUNTING OOFD11tD4 (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECI (ON TYPE) 1 'PANEL FASTENERS" ARE STUDS USED IN COW UNCTION WITH ALL MOUNTING EXTRUSIONS R .0 P f- R SPACING TA LU R "1"•TRAOC STUDDED ANGLE ETC USE - 15 D PANEL ASTENE S C3 G BEE VALUES FD ( ) ALL i1' -AND 'U'-HEADERS (INCLUDING BUILDOU7 COIVD1nONz) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENOATtONS s, W LOCH, HOST STRUCTURE SHALL CONFORM TO ASTM C90 SUOCL, HOLLOW B 4 UM ENT L B A5 NOTED IN ANCHOR SCHEDULE 6, MINIM EMBED SHAI E .,CH 7 MINIMUM EMBEDMENT AND LOGE DISTANCE ENClU DES STUC W, FOAM, BRICK, AND OTHER WALL FINK HES WALL FINISHES SHALL BE UNITED TO 114' MAX OIL SHALL BE VERIFIED BY OTHERS 10 ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE Is. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRAC *D CONCRETE ONLY 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTI NG CONDITIONS MAY VARY, FIELD VEFUrY THAT FASTENERS ADEQU ATE WOOD ENGMEMBERS, F40T PLY WOOD FASTENING TOPLYWOOD JS ACCEPTABLE ONY FOR SIDE CLOSURE PIECES, 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTEROF NOMINAL 2" K 4• (MIN.) WOOD STUD L'/" EDGE D167ANCEl4 ACCEPTABLE FO0. WOOD FRAMING). WOOD STUD SHALL BE "SOUrMERN W I" G•O.S5 OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, I l ABLE ANCHORS A" OE WALT PANFLMATE ALL -PORTS SOLID -SIT & BRASS BUSHING REMOVABLE LS MgrH[NE 5�_REWS SHALL HAVE 3/2' MINIMUM pNGAC.I!MtNT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD CALL WAFER HEAD (SIDEWALK BOLT') U NO 13. MINIMUM EMBEDMENT AND EDGE DISIANCE EXCLUDES STUCCO OROTHER WALL FINISHES. 14. Jr DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, 15 DIRECT MOUNTING CONDITIONS. I6. UNEAR INTERPOLATION S NOT PERMETTED FOR USE WITH THE ATILT -OR SCHEDULES LISTED ON "S SHEET 1 20-31543 1 (3) O (3) U (D 0_ O � O C -0 0- CZ =3 O � O (� -0 � U Q- W o Ln �nE ,, E L 0­0 U) W CU f'1Wt r�1 11 .(--- v/ R< 7,A ir IAA II r s c C 40 n b �rJ zo. UJ C14 Oa « o C 40 a� M N m Q � 3Pt W N fl 40 M cz CA >d N L N 'RC O 40 N Y 3 W C al N N 9 d. .•=�r C N CD w ►r m W 7 . V 63 7 C ._L T• N G� � E O C1. r•'1 V� 0 nW, W U) 0 L_ 0L 0- .{AJ U 0 L_ U W r^ /V/'•����/ tV W LU Z Z Q J a_ SHEET NO. SH 1.5