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Home My WebLink About36443 Flats St-7g co C'*, C) C14 F4 Ln LO V) CD C) 5�1 tR I_D C7, U) C' CJ E 0 —0 .0 (D c14 rx. rn it V) AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF orA.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 BLKorBLK. Block BLWorBLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass(door) BRGorBRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or CIg. 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 OBL 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 DMIF Decorative 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. Elevation EQ Equal EWorE.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 FLIR or FF or Fin. Fir. Finished Floor DATE 08-20-15 ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLIR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FIRT Front FT or Ft. FooV Feet FTG or Ftg. Footing FXD GIL Fixed Glass GALV or GaIv. Galvanized GC or G.C. General Contractor GF1 or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BID 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 K/WALL 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 me Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror MIL or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owners Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped, Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLIF 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 Red. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEIPT Receptacle REF or Ref, Refrigerator REINIF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening IRS, R1S, R/SH or R&S Rod and Shelf SC Solid Core SD or SO. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWIR or Shwr. Shower SL or S.L. Side Lights SPECSorSPECS. Specifications SPIF or S.P.F. Spruce Pine Fir SQ FT or SIP or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar 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 UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) V13 Vanity Base VERT or Vert. Vertical VL or V1 Versalam VTR or VTE Vent through Roof / Exterior Worw Washer W1 or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDVV H DR or WDW, HDR. Window Header WH or W.H. Water Heater WIC or W.I. C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WIR Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS VERSION DESCRIPTION 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME -WALK REVISIONS 01-04-18 08-23-19 12-19-20 11-29-21 3.0 2017 FBC UPDATES 3.1 ENG. REVIEW FOR 150-C MPH 4.0 FBC 2020 CODE UPDATE 5.0 ADDED ELEV KLM PER C.M. REV. 06.23.22 00� Ism 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/ROOF FRAMING PLAN 7.2 ROOF FRAMING PLAN 8 LINTEL PLAN SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D 1 DETAILS & SECTIONS D2 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCTAPPROVALNUMBERS PA1.1 PRODUCTAPPROVALNUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCTAPPROVALNUMBERS PA1.3 PRODUCTAPPROVALNUMBERS SH1.0 HURRICANE SH UTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTE R 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 MU$T 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, Q_ cu VC > WJ 40 20 L4- cz- Cc C= 04 C241 co W If 1H cM77 0 Nlell'o, TIV SE < 0 0. 0 L 0 Qj E _'o -9 C To the best of the Engines �Ie a, information and belief, the structural plans and specifiP, ns ntained within these drawings comply with the 2020 Flodda 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 E 0 0 C'0' Co _6 04 0 - *k u� U_ u_ I CLLU -g 0 13 �; 01 Z I;r i 9 0 04 W 00 LO < t Z W 10 < W U., .0 (D 0 (1) 0 4--J czj, C3 0 LJJ U Lu U 0 C4 M Of Z C11> LL_ E Z 0 -0 E 0a: W co E 00 0 NJ cy> Ir .0 E2 U-) _J L0 < LO 0 co J ce) Cr C) W M 4— V (n LO 0 4 0) Co CV) Li- a) 00 04 ce) o L0 00 < -t CN qr E (.0 C14 M Z M Z E C-14 C: 121- E M 0 W 0 _J C JOB NO 23-00520 SCALE : AS NOTED SHEET NO. C S b. cy) 00 04 0 C) C:> 00 29 W) LO C) '61 CD C, U_1� Ln 21 V =1 E E W '9 CL r 7 CL t') 8 C�, C, C:1 T 0 TYP @ 2 STORY H.B.T 25-SH T - Jim W LL < - - - - - - OLPI.2EF. - 5-SH 16" DEEP 1� 24 24-t 1 24 24 - ILL 39 - 10 -J- D 26'-�2 1240 i : I LU 4-41 0 12-443" Lu 1 _J 111-1 2 I son PA T FLEX I I C9 J1 10,4, r 8'-8" FLAT CLG. u? I '(D F- �Y) LO N 5-SH v U') CARPET I D.W. 1 16" DEEP X I 80 -4- I 00 z < 4'-1 80 10 FA ILY RM CAFE 1 cr I k 3- 0 NOTE: FINISHED WALLS TO BE FLUSH. ENTRY 8'18" FLAT CLG. 8'-8" FLAT CLG. CARPET LL ITC i HEN� 1. -8 FLAT II VERIFY IN FIELD.S� I -Lit G.T. FLR �6-8" FLAT CLG. A =F -in CARPET TILE 1 L_J_J1 � �. -1.1 - - i 1 1 PATIO AV- 00 ..... LOR L U_ 0 uJ (3) 2X8 #2 SPF W/ -1 -t Z 0 0 16-41" 2 W W/ DTT2Z @BASE 41-0" 5'-8" LLOWWAI RAINING PER SPEC. LL 3 S-4" LP 19'-44" I 3068 OA Z� &.4 .9 00 CD LO FO�-�. P 2'-0" '4d" co A FLR. G.T.. 2 H2 <8> T TILE F-T I? 1 c) G 16 (3) 2x4 #2 SPF 2868 2868 S3 7114 w/DTTZ AT BASE 5 V-4" 4 - - - - L,.-,, D 6y S3 ]SH. L:01 C14 A_D2)�' 6 1�7 LAUN '7 113 1 NOTE: FINISHED (3 LL 81-8.1 1 FLAT CLG. 8 12 00 - - - - - - TILE 00 9 ill 1 L.- --EDGEOFSLAB2" BEYOND WALL I WALLS TO BE 1 U VERIFY IN Fl ElJ1D. ILI 0 C14 7��ANSOVBOX 'WIRE 10 OWNE IS SUITE 91 ; SHELF1 @ 36" A. F. F. 18" FLA DRYER VENT TI THRU WALL PT. D 3) 2X4 #2 SPF W1 +42" SLOPING HALF WALL to SIS DTT2Z BASE 2 CAR GARAGE I- _1/ TYP @ 2 STORY 8' -8" f LAT CLG. CPRPET R&S 8'-8" FLAT CLG. AFF LL 0 0 - - - - - - - - - - - 5 SH 10 16" DEEP PLUMBING LINE TO 33 0 SECOND FLOOR 0 0 0 04 LINEN 2668 B.F. 2668 G > 0 LO ILE LL T 21'42"' 14'-9" 7 CM 286 _�TB 1 W. I.C. 2% BUILDER TO PROVIDE 6 APPLIANCE PROTECTION Ty P0 GARAGE U) U) U) I 36" X 60" ob I 8'-8" FLAT CLG WHEN REQUIRED PER FBC OPENING IB Lu 00 11 CARPET SHOWER 0 FIBERGLASS J W. VERIFY LOCATION Do 19 ELECTRICAL PANEL ___N_ - - - - - - - - L - - - - _4 - - - - - --------------- ------ �El i SURROUND R&S TYP @ 2 VERIFY METER STORY LOCATION WITH BUILDER 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 <e>(2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 114 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 13/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When I 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 R.O. FRAME TYPE 12 20 X 26 18 J X 25 J S.H. 13 20 X 38 J 184X371 S.H. 14 20 X 50J 18JX 50 S.H. 15 20 X 63 184X624 S.H. 16 20 X 72 18 JX 714 S.H. 111-12 27 1/4 X 26 26 X 25 J S.H. 11113 27 1/4 X 38 J 26 x 37 J S.H. 111-14 27 J X 50 J 26 x 50 S.H. 111-15 27JX63 26 X 62 1/2 S.H. 11-16 274X72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 � X 50 S.H. 25 37 J X 63 36 4 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 52 J X 25 4 S.H. 33 54 X 38 J 52 J X 37 J S.H, 34 54 X 50 J 52JX50 S.H. 35 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 1 S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-Al 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: • From the Residence & Attics - Not Less than 1/2" Gyp. Ed. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less then 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 112" 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. ENCLOSED - EXPOSURE "C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 (b) +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 SEE SN SHEET SEE SN SHEET 140 MPH NOTE- WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND ippg III � 11 11 TYP. 2x FRAME WALL BEARINGWALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "All' FIRST FLOOR LIVING 1793 SECOND FLOOR LIVING 1103 LIVING TOTAL 2896 GARAGE 437 ENTRY 26 TOTALAREA 3359 PATIO 24 1 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT FRAME 2 x 4 R-1 1/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACr.D CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-1 1/R-13 KRAFT FACED (GARAGE / LIVING) 4" 42WJ 4= VW C3 C-41 CL Cr 3: C, OWN .......... N IS E P __J 0 F -'s t S_ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th EditionL Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. cl 0 co 8 0 N 0 Lo Z 12 R U) LL LL U_ M -6 ;5; W Z r- CL Co 0 Co IN W M Lq z z < z W El El CQ < V) 4-1 U_ C/3 LU 0 LU C� u milk CC) LL_ E E I z C1 ` E 8 0, z fu C 0 C: M c/5 W M L C) LO LO Cn cu < a - co Cr Cal LO < W 0 4- co 01) Cr) 00 IL N ce) d LO 00 C E co 0 z z E C M 0- E 0 0 "a 0 _J < JOB NO: 23-00520 SCALE : AS NOTED SHEEr No. c:n C" 00 U) co C14 cr) 60 CNI C14 i:i�' LO 48, 4_� C E 18 C', CA 1:�_q I ��. 1 -r-73J7T-,1r7r- ;7 -M-T T;-=r r------------------------------------------------ L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MIN. (3) 2x STUDS REQ'[ @ END OF LANDING BELOW HDR. BEAM� STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/LISP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING (2) 2x HDR. REQ'D @ END OF LANDING FOR STRINGERS TO CONNECTTO - SEE PLAN FOR LANDING DEPTH PLY SHEATHING OVER LANDING ATTACHED PER _T GENERAL FLOOR CONSTRUCTION NOTES 15 2xg #2 SYP JOISTS @ LANDING 41 714 @ 16"O.C. w/ SIMPSON A35/USP 3: MP34 OR LUS26 HANGER ON 2 5 EA. SIDE 13 MASONRY OR WOOD WALL, M SEE PLAN 112 0 u_ 2x8 #2 SYP (P.T. IF MASONRY 2x8 #2 SYP JOISTS @ LANDING WALL) CONTINUOUS LEDGER @ 16" O.C. w/ SIMPSON A35 CLIP w/ (3) 16d NAILS @ 16" O.C. MAX. OR LUS26 HANGER TO LEDGER. Lu TO EA. STUD. ((2) 1/4"X3 112" LU TITENS @ 16" O.C. MAX, FOR 0 2x12 HDR. wl (3) 2x STUDS AT 10 MASONRY WALL) Z EA. END FOR BEARING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO FLOOR SYSTEM 7 GENERAL LANDING FRAMING INFO. 9'-0" MAX LANDING LENGTH SCALE: N.T.S. 1 2 J" PLYWOOD @ LANDING 2x8 LEDGER #2 SYP w/ (3)16d NAILS TO STUD 1x RISERS (TYP.) 6 CONT. @ 16" O.C. HANDRAIL 5 4 3 THRUST BLOCK SECURED TO SLAB w/ 114"X3 1/2" TAPCONS @ 16" O.C. STAIR CALCUTIONS: TOTAL RISE = 101-0 3/4' (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSiNG V V, bo �o STAIR SECTION. SCALE: 1/2"=V-0" CONT. HANDRAIL-J RETURN TO WALL DETA IL. (:A ) SCALE: NTS 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 3/4 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: Handralls shall be provided on not less than one side of each continuous run of treads or flight with four or more risers, Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1112 inches between the wall and the handralls. 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, 11 1 - I- - I ___ HEADER SCHEDULE MARK HEADER SIZE REMARKS <e>(2) I - 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 <e>(2) - 2X12 #2 SYP W/ 112" FLITCH PLATE <e>(2) - 13/4" X 11 1/4 LVL 2,OE Fb=2950 (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 13/4" X 16" LVIL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When I Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140(; REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 81-019 2x4 SYP #2 16" O.C. SPF #2 91-01, 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-U", I HEN A I EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C- THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 184X 25J S.H. 13 20 X 381 184X37i S.H. 14 20 X 50J 184X 50 S.H. 15 20X63 18JX621 S.H. 16 20 X 72 18 4 X 71 J S.H, 1112 27 1/4 X 26 26X25i S.H, 1H3 27 114 X 38 J 26 x 37 1 &K 1H4 27JXSOJ 26 x 50 S,H. 1115 27JX63 26 X 62 1/2 SA. 1H6 27JX72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S,H, 23 37JX38i 36 4 X 37 3/4 S,H. 24 37JX50J 36 J X 50 S.H. 25 37JX63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52JX25i S.H. 33 54 X 38 J 524X37i S.H. 34 54 X 50J 52JX 50 S.H. 35 54 X 63 52JX62J S.H. 36 54 X 72 52 JX 711 S.H. 39X59 40 X 69 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-Al- SCALE: )/4"=V-0" 1 General Notes R302.5 Dwelling/Garage Open ing/Penetratio n 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: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent, • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening Is in Its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3, Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above f1r. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant, OPENING PRESSURES ENCLOSED - EXPOSURE "C" /-A +293 -32.2 �O +29.7 / -39.7 +28.3 -30.8 (d) +28.3 / -37.0 +26.6 -29� 1 +26.6 / -33.5 G SEE SN SHEET SEE SN SHEET 140 MPH�� NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED, THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALLLEGEND MASONRY HOT, @ 8'-8"A.F.F. TYP. 2x FRAME WALL BEARINGWALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "All' FIRST FLOOR LIVING 1793 SECOND FLOOR LIVING 1103 LIVING TOTAL 2896 GARAGE 437 ENTRY 26 TOTALAREA 3359 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 FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE I LIVING) �-1 1 /R-1 3 KRAFT FACED C I C*J CD > 2 9- C= LA_ 4C th CD C= CD P -CC tj CU ��OWN E V�5 v� _J .6 �3 < u 0 F 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W a) 120 0 05 P�- N C) U. 6mv @ LI: 0 C Z 0 W W E Z� 0 L0 M Z UM 0 Z . W Ell] CD V V) Z U 0 Ln CX E :T_ U co LL E r= 8 CO ui'z t�� 0 r6 E Z1 U-i Cn 0) 5�� 2,i Z Ea _S W� W .00 LO LO T M < (0 co 0 CD M U-) W CD LL 00 Cq CY) d LO 00 C14 N 'Z E C 4' c1r) (0M d Z :3 E a_ 0 JOB NO: 23-00520 SCALE , AS NOTED SHEEF NO. 1.2 �01 C" -C7 Q 0000 N N `o J a tC O O I 000 0 eo N M O 9 �N Li h Q N a E E 0 _4 C LZ S. P. o.. 0 8 9 Q tZ N N N a 0 a r14 N O _N MIRROR a Q 00 O l i MIRROR Ilb cb A specificationco 8 ch 00 00 2." &0 lz-��a 'N s X MID E Ul 01 x LO Lo LO co j 02 ) t L_3_H__ i �!�- �IL�� REF- U L_ 11 UL_ O. BATH BATH 2 KITCHEN ISLAND KITCHEN KITCHEN VARIES, 2" LESS THAN CABINETS BELOW I le lip, MIRROR VARIESI le / w MEDICINE CABINET 60 � O~ O~ rr M M co NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL TOILET PAPER HOLDER ICE -1 CV FIN. FLR. SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN ROD TUB OR SHWR. IX �T w a H SHWR. o a VALVES w o 00 = r C° SOAP n - co 00 o DISH U LO `O o �. cs? C7 C) (y) O Tub BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY INTERIOR ELEVATIONS 42" H UPPER CABINETS — 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT x BRACKET 36" H BASE O o FINISHED CABINETS COUNTER TOP 30" H BASE CABINETS o 60 00 U_ i=1N C° iO a O V-2" 2x r >_ L _00 FRAMING - co CO 1 /2" GYP N co N co BOARD FIN. FLR.— FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"-1'-0" ti e+a ace C= � Q � -r� .o w �. C 10 1-1 N N N O Q � N Y O1... Cr 3 eer a iw 0 @�$ft �p I I 1 � urv,�, � .. ��.��—nr— f 00 00 C14 LO LO O f_4 =rli Z�E N cz� C) 49 I—, E O 2 ti C14 z 00 00 T.O.P. HDRHGT EXTERIOR PLASTER ON FRAME 2nd FIN. FLR. T.O.M. HDRHGT. FIN FLR SHINGLE OR TILE ROOF PER COMMUNITY SPECS — INSTALLED PER MANUFACTURERS SPECIFICATIONS V x 12" SMOOTH TEXTURED TRIM / BAND 8'-0" RIDGE VENT F 12 1 12 1 x 4" SMOOTH 5 JTEXTURED - - -- ------- 12 TRIM BAND FLASHINGJ 5 — — — — — — — — — — — — — — - 25 SH FLASHING CJ / WEEP -------- --------------------------------------- 5 1" X 8" SIMULATED EF WOOD FINISH I =L ----------- ------ 12' RIDGE VENT T,0.P. ...... - - - - - - - - - - - - - - - - - HDR HGT, A------ EXTERIOR PLASTER ON FRAME 12 1 1 __ " I I I F 1 FRONT ELEVATION - Al SCALE: 1/4"=V-0" SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS --4'RIDGE VENT co A = v (0 00 2" cca fie V-8" (-,--)GABLE END VENT SCALE: 1 12-- 611 M NO 1" 2" [," ` r_,COLUMN DETAIL 4 DECO. CORBEL SCALE: 1/2"=1'-0'- --------------------- --------------- _1� - ----------- RIGHT ELEVATION - Al SCALE: 1/4"=1'-0" REV, W24,21 E ow d. • _',0. < C) 4 F Xo ��f E S OR4`� �lrR® �t f To the best of the Engine&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 beading Engineers signature and seal. W 6 (m 0 oo� g N co -U U. Z C L-Lj 0 W W rij c' cc < < z W or V) -2 CD Fs IM LU 0 §—g7j— LU2 E E 8 CL E CO 0 z M �u - C:) � Lo _j LO LO 4i F < M (D 1- (0 C0 N :3 CY) C9 Cr U) LO • 0 U2 U_ CF) 00 04 ce) d LO 00 < 4i E (J0iii CO 6 z E rz cc Ey;4 0 _j < 0 1 _j JOB NO: 23-00520 SCALE : AS NOTED SHEET NO, 3.1 cn 88 ca O C'4 00 5_4 00 C'4 Lo L0 pN O Cr r4') 8 5-q iv to Ir- E2 .2 O CM O 8'-0" RIDGE VENT SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.P. 11-011 EXTERIOR PLASTER ON FRAME 00 FLASHII 2nd FIN. FLR. — ---------- j— T-0. M. I HDR HGT. - — — — — — — 1 I -Oft FLR --------------------- --------------- ----------- SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED 4'RIDGE VENT PER MANUFACTURERS SPECIFICATIONS --'4'-0" OFFRIDGE VENT' 12 12 5 REAR ELEVATION - Al SCALE: 1/4"=V-0" 12' RIDGE VENT LEFT ELEVATION � Al. :1/411=11-011 11-2111 4 T.O.P. ---- HDR HGT- EXTERIOR PLASTER ON FRAME 2nd FIN. FLR. T.O. M. --—HDRHGT. FIN FLR RICO 00 0 REV. 09.24.21 arr. G .2 Cut I.0 CC a- :e 6 =� C= C= C%4 r= C= a.CkY•- fO to ,?>?,OCNN .......... tAS E -,j < <3 < I 0 v"14 Z 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 N tin 04 C" 0 v U;- -j LI: yj LL Q. Sc Zvi a. g 0 z -L0 0 Cl) z C\j < 0 .0 z W < CL- V) (-D (L) �4—J C—/� % LU 0 LU t/') C!-- < C:) zzz __j LL, E 8 zE LR z 28 W 88 aLL hey C:) L6 LO LO < CID cy- U) LO 0) < 0 co C') 00 C'4 CY) LO 00 CN -r— C14 4) E M � CY) v— 6 z E E IN 0 0 JOB NO: 23-00520 SCALE : AS NOTED SHEET NO. 3.2 9 2" *NOTE: VARIES 1'-10" 1' CAP = CAP cv iv FOAM TO BE USED ONLY WHEN 1" RADIUS 1/2" 1/2" RADIUS 2" 1„ 00 - SD REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" �21 r, - N 3 RADIUS 3/4" RADIUS 1-5d BUILT W/ STUCCO. 1/2" RADIUS 1„ 4" VARIEjc Sl� `IN 1" 1" N M 1• EDGE OF OPENING VARIES 1'-4" iv 4 22,r VARIES N VARIES 1„ 11_00 1,r 1 1/2" RADIUS �N 4" 34' 4" 4 4, 2„ r c 21/2" RADIUS �r = V- f� 1„ VARIES 12 31,r 31„ z 11' z BASE iv BASE 3" 1r, 2" MIS ,- 1" 1" +=1N 2. 2 1,_8„ err 4 � 1,,0„ CV y 4„ y "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN ZIE REQUIRED BY 1'-6" COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES 2" �N Lu 1" 1'-4" 1" r� 2„ BUILT W/ STUCCO. EDGE OF 21q • ' OPENING-- 6„ --� Q , 1-1/2" THICK 1-1/2" THICK 101, 21„ 4 d N IN m 4" N 2" 4rr 3" 6. 2„ 2-N CY Tri —.—_ ._...... -- - 1 , - - 3� 1-1/2" THICK 21„ - - T 2'-4u 52--- 54„ N � IN VARIES VARf ES —r`d 2�" w _ 1 --. ........_..--......_.-....__......._.,___ VARIES VARIES 4„ 8„ 1„ 2 r ._— - �� Q :F11 00 r--------- _ cv i N 00 pN Q�' 6" 4" N N KEYSTONE F11 0 OPTIONAL OPTIONAL NE KEYSTONE Ko in i R6 Q 2 4 ,r R44r„ Z' 3„ -}- 2" r 4" GARAGE bR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4" OINSTALL • OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH ' • • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 11" 1'-64" 14' 1�" 2'-1„ 1'-4„ 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 4 54" 1'-12' S" 3r 8,r --� `y 1" 4"3r_0„ 4„ 10rr 1 ram„ 10,r ;- �- --- - cv 00 4E (V - 1" 1,r o N-_._..— . --- 00 O CV� f - GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM � • POLYCOAT (HARD COAT) I I • ACRYLIC SAND FINISH N o C" CC c m C14 •W, n.. .. N . Qf Q =[I -C% CV � mE= rx rcr C" c CZ s' V) fC p � U H--? 0 cy CV d 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. A:7GM� W F. E N y w 0'0 N ' 0 a mom C� 0 ac W ' ,Z u- — ti N C � a- X 0.13 y 4 M ,Y � Co 04 d yLL W W Z W in�QiQ' W T N Z O � m w 2 0 U o Uo¢ CD z o� � o J V) M 2, c •U .� Ow riv ;l yyl U W 1— � U � • - fn M c' Iu _I U- E E 7 K �o o ro as Z• 00 E Cb KU a 0U 0 g� Ry do `z Q wW CiJ "I O O � zo U y„ o ak rn w s nd �� v '5 oo 3 .a O }L J LO LO iv Q c� M M co .-- U) o C 4 m IM LO �- ''^^' v J CP N Q cV .�. N — T tp E c CD M Z CID Z E N ih iL U 0 p a' Q Q c JOB NO: 23-00520 SCALE : AS NOTED SHEEP NO. F 1 r-I TI m—r,II` ii 1— 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANELCENTER —OP #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 0 #10 to WH 10 #8 to Range #6 to HVAC R 50=2/0 J 200=4I0 in 2" Conduit 200 amp 150 amp UNDERGROUND Di SERVICE BY POWER CO. INTERSYSTEM Bare Cu Ground BONDING UNDING WIRE TERMINATION PER 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 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type Installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined In UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501,17.1.1 through R4501.17,1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be Included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FTT DUPLEX OUTLET ABOVE COUNTER PE5W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH & THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE © RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT �-� FLUORESCENT LIGHT FIXTURE O EXHAUST FAN tO EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �BP PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER t1 ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT v C.r\lr t 1VIG 1 GR LOCATION WITH BUILDER rl� �ITc U To �E �� P PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ENTRY AS SECS 4 41• FIRST FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: /4"=V-0" c■'� i CV C\f +r— C l� d. , Y W Cr M Cj Cy omac C LL Q N cc ® �. N p � at rl- cac cc m � a u a�a o d U m C`4 CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I W 0 r, o N ti C/ l— 'Z Q LL ou_L ill Q. Z — 0) m tW `�. 0 Z T m w � M ¢ r (� a Q J o� z W 00h?�' ❑ C7 CD cmi O J � u1 - N M a CDll�D _O tL 4—' cn V 9 — O0 LU �cn to, oo Q N 14 Co w Z M J 6L Zr O� W o 'Z yN 4 o Q E U wa q � 2 o oa w t— rci �0 b C o z' 01 I— wo Z7. RH Cn p �Y m0 o& Z N �� a z W ��$iY] 0 M o z 50 W VJ A 7 7 LL a m W ^ CY] � a �LL � Lx: 61 o �� 615 �o c ol¢ 4 t r U-) ."i L0 rn m co 0 I--- (o � MO M Ile r U) s CD(1) N mLO rn � C37 co � CV) Cn � M L O 000 0 CV N '� N r E c (0 �/'� M �° t15 z N yj r C c 4 qE CJ r Q p .J JOB NO: 23-00520 SCALE : AS NOTED SHEET NO. 4.1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES, 150A/200A INDOOR NEMA 1 150 AMP/ 200 AMP 4 to lights & outlets 2 to appliances and GFI D to WH to Range to HVAC METER II �J 150=2/0 200,4/0 In 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250,52 OF THE 2017 NEC. 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. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017). by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7, Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1,2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11, In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501,17.1.14, 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER PE�FW.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET fLph � SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH (b THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS ---- `, TRACK LIGHT FLUORESCENT LIGHT FIXTURE 116) EXHAUSTFAN ;,, EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) H PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL Sq SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD, HT, & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT r----------------.--------._-----------,_-------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -------.----------_ --- —_----------_--- ---------- I I I I I I I I I I I I I I I __j SECOND FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" eri N p N 0 wZ. U-J! of o ci =r. o GV �t `O- ao = — N y 0 c d CD C a, itis �y m s" l0 y CL coo E 0 cl- U r"> cV ba c_y CV 0 To the best of the Englneer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Q o � 0 co Clio .-d-LLW J LL LL , o d Y ZCA Z 1,03 Wj (eN (1) � o 82r- W m Z N Ma Q J-- R 0 ZIL o� W ❑❑ CD M �_ N <c � --- N V) 2: 0 •U W S V) � = �n o U_ tp Cl U 0 W ~= Z D: UO ICU E O U � U Z o CID 8 '2 N. C n � tiG m2 p ¢ ZJ m �+ m 4 C <4 �j�j V] 6N' 5. W nl 0 O >Lo LO LCL rn m co CT 0 ,— �e W Q N m 00 L O T , j Vi 0) Q) 00 In C'V vM'` N Q a r m M '" .. '� o Z E N E ai a U ° ¢ p JOB NO: 23-00520 SCALE : AS NOTED SHEEP NO. 4.2 Lt; b, a III ! , - .—.1TIr�i -.-�;. � i I o. . I ;,�:...r,. _.,..0 e. n�i.b.,,. a„i,. :�, ._ � _ � � � I;- �A� -� All � ti i - e � �r O UJ ATTIC VENTILATION CALCULATIONS - Al 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 SQ, IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 0.0 Floor 16 15 2 8 1 4 0.0 0.0 0.0 (Zone 1) Main 4.0 2.0 Floor 1080 1037 148 518 37 259 336.0 60.0 276.0 (Zone 2) Upper 20.0 0.0 Floor 1166 1119 160 560 40 280 300.0 (Zone 3) 300.0 0.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ZONE-1 ATTIC SPACE 16 SQ. FT. ROOF PLAN - ELEV-Al Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space, The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation Is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA I UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ, FT. • STUCCO SOFFIT VENTS - 126 SQ, IN, OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof)- 9 SO. IN, OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) e� a+� m � x ri 3 �- a> c � ro c, 0 Kf?V � d osr t vC.. 4 i " r t .•'� To the bast of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. - N Q A G u' c0 r. a ) N eo u Q ajMV C _j LL. W i 0yp/ iu L O7 9 4' IlL 'n' ,r"'7�. :0, r r ((}} LL e i LLW 00 W coU N Z Z N OU W ❑ ❑ ch uS <C J U)ul J_ 2_"� W (D CD c;; u, �S 0Ln $ Ln (� r— u1 Ii� J ��• 000 z E W WhE I-- N CL � � q ¢ Y 00 tY q ) q' c3� oo a� QY �� C > L / ' n L / �1 ��.LOro C7 CN CD IM T3=1 °°' Ln i4 CD Ci71 co 1J_ W J NM ,rh'' E c9 e `` Z Z E N E4.4 ' `m c U J d C] r .SOB NO: 23-00520 SCALE : AS NOTED SHEET NO. 5 11 - I I ,�� IIi�� i I _- - __. -- - - - -- -- -.- -- - — - -- i Ili- l -I P �,� I , Ii.il --- - r;;—rl-. ' I.__1- I - 1----II- I I i III 1 11 1r- 1 1 1 1 _-I I 'I 1- --- _. 1_-1 f Q 00 00 L0 m cn� .c� M CD J / CV 0 v- 4 N M N S i L0 d N O n. E F2 ai 6 c J c O O 01 G? N N c�V v S 0 N O 0 0 t rAli '_11" H.B.t 2' A TYP @ 1 S3 STORY 1 2'-6" x 2'-6" x 1 W/ (3) #5's E.V P*m J TYP @ 2 S6 STORY .......... . ........ .................. ................................. ............ 3-1/2" MIN 3000 PSI CONC. SLAB FOR - _1 I HERNANDO COUNTY ONLY I r00 233 '- " • ■ _ 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 00 MIL VISQUEEN VAPOR BARRIER00 _ rl b, Cl)Cn HVAC CHASE ^ - = _ BASED ON y ' ' - _ _. ~� I C� � r- - - �h95.87 LOCATION ' - C•7 N _� III I I j j III D.W. 11 { { ..... ff: : ; I : ■ rn M 4--0" _ _ = _ _ III I e r; I ( 11 I LAY JJ � 1 I T fit` - - - - - - - - _ _ `'� _ �--J - CJ CJ `i' - -_ C'J I� Il `�I I AHU I - - - - - - �C'J ' III Ifs-- .• - _ L �►._ ILL JJ ? STUB UP TO ;.. 2ND FLOOR io - KITCHEN I rn CHASE TO f PROVIDE 1 ' RECESS ISLAND LOW I Y2 i FOR A/C -J r ■ c ■: _ --ISLAND V _ ; `� 1/8"1'41 FOR SGD. REFER TO WALLS C _ I MASON'S SLOPE FOR72'-3a"'95.87 WIDTH I'- 1 95.54' 1 Y-42"-SLOPE ( M 2'-6" 2'-6" 1'-0" I 1/8":1 zo x x S3 TOP OF CONC] PAVER TO BE 4" PE L PE 10 L 27'-21, W/ (3) #5's E.W. 7,-7d' 19'-2z BELOW FIN. FLR. ( 2'-0' 0' N h N a0 S3 PROVIDE %2' x 9 %2' RECESS FOR FRT. DOOR `r M I 2'-6" x 2'-6" x 1'-0" - ■ . -- -- - _ r W/ (3) #5's E.W. (TYP. OF 2) : ■ -- — CJ — CJ _ ; _ _ _ _ _ .. _ 2'_6" x 2' 6" X 1'-0" -i ■ = o `t o r r -1 cY) I I I INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ I I S3 - GG S3 I ' I:: cc S3 S3 W/ (3) #5's E.W. I (2) #5 REBAR _ (1) #5 REBAR VERT ABOVE SLAB TYP I W/O UPLIFT VERTICALS w/ in ' @ ALL PLACES SHOWN HOOKED FTG. . . . . . . . r - - DOWELS 5" EMBED W/ 25" EXT. FILLED CELL ABOVE SLAB "GRADE 40 STEEL" ire\ I OPT - 00 { j I W _ PLUMBING LINE ° 0? A S3 ( ;r, TO SECOND t 1 r-, t� ' I I FLOOR (.. &95.58' —� SLOPE 95A1' TYP@1 I OPT. D : I I tll ri;: I I STORY j { L J L — CJ : dl _ �j :: GG N CJ I 1 4' S3�„:. 5' • S3 : I 5'-61"ry .: K I I :I 00 I 2 STORY 21'-22" t L. o 95.87' I ' :...... . I j = - - - _ -- I -- - - - - I ; 2'_6 (2) #5 REBAR Cl) { }r 1 I / 1 j �� { : I :: ~ -� �'W.H,VERIFY LOC ELECTRICAL TION ANEL VERTICALS w/ in VERTICALS FILLED CELL I — -------- s — — — — FOUNDATION PLAN — ELEV—Al, SCALE: ,._,..o.. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WVVF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN cn � CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY •. #5 X 25" X 25" CORNER 'r BAR ONE FOR EA. r �_ `S.Y..' HORIZ. REBAR, TYP, 45. .Y" .` `a 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" +r'ry W I� o C Q w� �• uJ ti a cam. r� C. c0 C..) ell ,o Q- LJ- = w W CMCD N r e► tea+ cam., ace•`° � 40a x' c E L1 U w GV O CV • �'a�' I. Bp O 'e m NO rc7s75o 4Crr,� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, w �E O N 8 cp N Off N u-_ N i w w(A N 'I a a 6co W Q LL o_ L'7 coU_ L z0 zr � o Wgtirn J z O uJ N co < 0 1 IL O 0U ❑�❑ zC W � � Q N m �-J - ca DO w $ � a :9� Vract� i.0 m W Z U- E E wo odv � E Z® O p R o ¢ C ix 4-... ' p a ov " m0 m w wm < aw W co a m o aF ao v 0 o N �Ul) u/ ■ u ui �1 Tu Q ca C� VI CID O O Y 4 N a • r m .L �1 , 0 fn rn c3� m -0 LL N O 00 cle) b to N Q (0 T— iu i (y) It (O o Z ca E N'� N co c a. E Qy " U p JOB NO: 23-00520 SCALE : AS NOTED SHEET NO. 6 I � i ..I • . STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS - F FLOOR TRUSS 2x4 CONT. RIBBON W/ \ (4) \ 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END - ._ - SEE PLAN - TRUSS BRIG. i . ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING rFCO3 CANT. FLOOR TRUSS CONN. SCALE: 3l4" = 1'4' (2) ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft /IND SPEED (ULTIMATE) 140.0 MPH /IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (24/16) or1%2" EXP. 1 (32/16) TILE: %2' EXP. 1 (3716) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/a" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. TJ TYP @ 2 STORY S6 FTi rIF Cl) � LL. LLL- / (2 FTF1 ; FTF1 t• t• LL LLLL.. • LL LPL, (2) X •F7 J S6 TYP @ 2 STORY n A Ll D L L CO3 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 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 112" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 112" RT16A 1020 1160 9 - 10d x 1 1 /2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- W/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 _ 3740 5/8" ANCH.1(26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 W/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N ILUS26 1165/1060 *" 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20 16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 _ --- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED W/ USP CIA-7000C EPDXY ~� V (2)LGT2 4060-M 3770-F 3500-M 3240-F w/TnTT95__9T_NKERSLUGT2 (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME 3100-M 4520-F 3100-M 3800-F w/(3) 160 SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 1 555 1 535 10 -10d SPT22 735 8 - 10d SP2 1 1010 1 605 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 680 570 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 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 (6) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS a(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-Al SCALE: %4"= t-0" :, w 0 i'U_cl- �C-3 to Ly NCn L u d N 3; N w CL = •9 � c Z 4tl •� u m _ m C ea a cK •!2 C E ,o p- v 0 jj3PQW ry. v nr3 4r i`tu N, t To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w 85 a COO N z, s Q ,;, '02 N: flJNon 4b L 4 JLLLL LL W � n. Z ( C m 0. t mCS z:0 O W ��rnrn m Lu /n N LL = C14 C; U Z W ❑ ❑ Q r ,- Z iv Z Z � Q v Cl-,n N f7 W V) Z: V EL CA IL cn UU o � 0 w w m �— E c W < x er Q N Of 0 co 5 M ¢ p y q U_ C iw s Z® �a roz soz W K lzm_ O Z co d � o of Y� 53 Sz ao W 3 m d� �s a > Lo Liz LO rn < 0 co CN Ise,Y O +5 m LLO C1C1 co U- CO C14 Lid 00 [V N Q pp �►— E M z° z E N C c c a.0 y _j Q O JOB NO: 23-00520 SCALE : AS NOTED SHEET NO. 7.1 - - I ._ 11...1I, f I I ll�. I I t i II [ I HIL1.7GJI°7. ii aYLid_.1i II i.:a. IodT..7.. RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -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 R8RS-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" Q.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/s" EXP. 1 (2A/,$) or TV" EXP. 1 (36) TILE: TV' EXP. 1 02/1s) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN %z', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4'12]-[12:12] W/ BLOCKING PER NAILING SCHEDULE. Cn a rn cJ LO v7 2 v C Cr co O J 0 C; 0 I r+7 / cV NO L O [n .0 Q N C3 LD LO c 0 0 n. O S L. C Lo a 0 0 9 rU tv c`. a 0 N O HIP ROOF >20 TO45 DEG, [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTTS 4350 3740 5/8" ANCH. / (26)10dx1-112" HTT5 5795 5/8" ANCH. /(26)10d x1-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** - - 8 -10d P HUS26 1320/3235 ** 1335/2820 "* 20 - 16d x 3 1/2" HUS26 2035/3400 - - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 112" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F wl (32) 16D SINK RS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (3) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 1 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY "** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 318" 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 (6) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*"). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j� (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY 7ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: %4"=V-0" d�7 � w � o < L1 G ti 6 +r C W A` co cc cc w E u d 'E eo 6 d v `o lag Ai •'':: 4dyl 'n To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N a E a B V 0) 0 N o w 01) N r" ti N) �F-� M Q I„ CLL p M V zsS J C —1 5 LL a. JLLV S a —ern a. Z C b. a4 o 04 �T LLW m N z d aN OU W --- O N Z m � O Q J d N N WWO N m Z cs 004 w �h w � Y 0co c 0 a M M {L N O W ❑ f q w z q a N E 8 oLL Z� rd E U Q0 N 6 3 M � ac�i Y ro Z m .vl w� aw !o ow o� Zo az m }, a IW- -MG' 0I¢ �V In }LO _! LO CIO j M CT C7 Y �+— Y o ,� N M 00 a�i `- L) ,-- U) Q7I co LL M 0) 00 CV Q It Q4 d T 00 E z z E N N 2 03 C o U Q p JOB NO : 23-00520 SCALE : AS NOTED SHEET NO. 7.2 i• - - t 1 i I 1 II'.I Ii YINf T 1 il., I ]—I 1 11 J , I i r Ti "rTf F f , 1? ik :I arm ,: -0 2 GV -t� N 0 d 9 N LO E 0 c� C) N N I I ii 0 cASi rn C N E Lo 0 L CS 0 L� cl w O r� N 0 0 7 14 GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed Joints. 2, Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels Installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 - Sa a vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS �•. ;ill : :' � : ; ji•,; . ; ji•,; , $FS K) 8F8- T BRF B/1T B L o 0 0 0 8R 14-1B/1T 8RF14-0B/1T 8F44 I B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/1T [MKILM S { U 7-0B/lT 8F16-1B11T FORM & GROUT SOLID O K' r u� J r c� 0 #5 BAR CONT. 8F12-1 B/1T O "V" LINTEL DETAIL SCALE = N.T.S. iZLM € I E TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY l7 St 16 - B/1 T q m r Z tNOMINAL, tQUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- 0 HEIGHT 4� 4 ° 4 d° 4 4 �44 4 ° ° -#5 REBAR MIN. AT TOP (1) REO'D -1/2' CLEAR ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP GROUT MIN. (1) RE= J ' 1-112" CLEAR 5 REBAR AT = 0 as w a- BOTTOM OF LINTEL CAVITY ? w O OTTOM REINFORCING o cr ci O a t.7 -� t'— L PROVIDED IN LINTEL y t] ur ¢ b �a 5 REBAR AT BOTTC )TH (VARIES) Wa AAS INDICATED MATERIALS c� precast 15tels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1, THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION aALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION OF 4'-6" LL LL 7'4' LL MIN. LL LINTEL PLAN — ELEV—Al_ SCALE: ,"_,.o r iV O 0 0,p ,r — > CL CL w �a �. ,,ajt av L C E P,it,��`° , Ail a a. N 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 - Residentlal 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 4CD co 8 CO o �CO N ri)N0 4 = � LL a �LL� T d 0 —: a, c a 1 W 0 r- o) 0 T rn m W Z LO Z a Z 0U to W ❑ � r N M mom OD < � U) to zi cn. .J HOW v ' � (ti3 r„-- cn LU r E v < C1_> o (SI E g D 4 S Z. E E o` E m "�7V4 m Jm_ 15 0 W 2 WWJ0.gK d �cxi 'J x Mj zI UI �Ln L-0 ` 0 C � � � C) U) N LO C) o° � N T- r CN d N E t0 M CD P Z' U) E N U E a. 0 0� Q ill J JOB NO : 23-00520 SCALE : AS NOTED SHEET NO. 8 rn C14 C14 V) N :Q CID C, ,,)4 c- :9 7�z- C., C14 I E E P M E2 -2 Q 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 SORATE 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 LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 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 (1 524MM) 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 R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. SPECIFICATIONS 1. CONSTRUCTION: 1, 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6fTMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, 090-14 & 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 (NOS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2,5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2,16. 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 DEVIATION$ FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, 1.3,2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA, REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2,1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4, 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1,91. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1 ' $I DEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOM$: 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 I SQ. FT. AT ANY POINT IN THE SYSTEM, 2.3,4. 2.3.1.,2,3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0, ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5� DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 OIL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WIL 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, Py = 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+P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7, WELDED WIRE FABRIC (WWF): ASTMA-185/A185M-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. 31, 2" 1 Y2.. YF MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ks! C+P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksl C+P GROUT 3,000 Psi 3,122 Ksl 4.2.2. CONCRETE $HALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4,2,4. CONSTRUCTION JOINTS WILL BE PERMITTED 4,2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4,2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.C. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1, FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALL$ 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 APIA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N�O- 4.4,3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U,N.0, 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER To BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING, 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4,9, ALL EXTERIOR FRAME WALLS $HALL 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 R7033 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL COTSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTIM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TURING: ASTM A500, GRADE 8 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 EMBEDDEDVBOLTS 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) Fe = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BYAN 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 1657-02LO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Sol] Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 . FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -Inspection and treatment contract renewal shall,be provided. The sign shall be posted near the water heater or electric panel' 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. yrinkler sptems including all risers and 3. Irrizton/s sp y hea s shall n t be installed within V-0" of the building side wall, 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 Inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated Including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of tra S, etc., shall be made with permanent metal or plastic forms. Permanent forms must Ee 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 dilutipri, If rpin 11 occurs befdre vapor retarder placement, retreatment is requireT 9. FBC-R R318,1.5 - Cjncrete oyerpol and mo r along the foundation perimeter must be removed be ore exterior soil treatme 11a 10. FBC-R R318.1.6 - Soil treatment must be splied under all exterior concrete or grade within V-0" of the structure sidewa Is, 11. FBC-R R318.1,6 - An extprior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any so!] disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R31 8.1 - A certificate of co%liance must be issued to the buildindepartment n all 0 n b a f 'a 0 on" will a issued. a t co tr ' com' a c s 08 0 a 81 a C rli'ca f occ"p Ys' if ap I ived a �omplete T c -i" ce a a a ae he b Idino has race Ica, nc s 1 of "'i 9 ' T ul tme t for t rr t a. T ent is a n th raven !on of subte anean ormlt he treatm n t� a p ru � w 0 1 r D nt of A a 0 1 f epartme gricult a wit c rd nce h the a and la s the F 0 ida ure and onsumer Services C 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) WORSTICASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 293 PSF / -393 PSF (END) U.N.0 GARAGE DOORS (V = 146 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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/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 Y8". 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. C am L C1.1 Ln E Cj C) 'a��o wtv % A CN 30 L 61 et 6� , r"`,!I`,`t10fv,� � 001 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, E gig C,) 8 04 0 31 80 u- -I 'M CD 0 Z r 0 W :05 W (1) W z C14 6 1.0 Z M U (14 0 a < z (53 W 0 < V) U 0 c) C) 01- U) < Cn W z __j a E i as R E 8 E 0 X z 4 0a C: z A 0 7r U-) L0 L0 co j C11) CY) Cr 0 U) 0 M L0 < 0 cr) I M Cc .0 LL (y) 00 -0 co U-) 00 CN 4i E 4� co 0 z z E CN E JOB NO: 23-00520 SCALE : AS NOTED_ SHEET NO. SIN I III TI -I-T---- I ED CK .1M C" 00 29 0 4", V) "15, 1�:, N 8 E 9 E P a_ E 3 0 C'4 cnp 04 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING ....... ............ ........ ......... ... ............ ........ ..... ... .... I 1 16GAxl-1\2" LONG (3/4"-1" CROWN) . ......... . 7 MAXI ..... . ..... 16GAxl-1/2" LONG (3/4--l'. STAPLES @ 6" O.C. VERT BETWEEN .... ............. CROWN) STAPLES @ 6" STUDS (NOTED THUS:—) - OFFSET I I STAPLES BETWEEN STUDS AS SHOWN O.C.. ERT 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 1-011 5 C> STUB -OUT FOR___� LO GAS METER 0 -1 A 9 &4 MEASUREMENTS ARE FROM FINISHED FLOOR 0 12" OFF -CENTER ROUGH -IN GAS TO RIGHT (ALWAYS) 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, 71-511 (2) 16d TOENAILS 2" X 6" @ 16" O.C. 100-811 (2) 16d TOENAILS 2" X 8" @ 16" O.C. I 13'-9" i (3) 16d TOENAILS 2" X 10"!R 16" O,C. 161-61 (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19141 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 61-11, (2) 16d TOENAILS 2" X 6-1 @ 24" O.C. 8'-6" (2) 16d TOENAILS 2"X 8" @ 24" O�C. 11 t-off (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'.011 (3) 16d TOENAILS 2" X 12" @ 24" O,C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI(')Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —i FILL C STD. 900 HOOK BOND BEAM F LU — ---------- -] STD. 90' CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST I BONDBEAM BOND BEAM STEP SCALE: N.T.$. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJ I MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN Z OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION INT. BRIG. WALL N.T.S. 1/8" min.. 2" min. Small gap 2" max.. 4" max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. T 2) Block solid between joists for full length of span. ight fit --- - ----- 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener\ 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails requ red w en n cate or 4" max. 2x CONTRACTOR TO PRO�IDE 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. DOUBLE JOIST CONNECTION - Birdsmouth cuts, N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0' over squash=20 blocks and require additional k consideration. Check w wall or beam below.* local building Eh-0 --- T1/16" code for appropriate details in One 10d box areas=20 of high or=11 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam L L or S Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking I kin 3" (1 Od) nails at 6" o.c. Provide adequate bearing for each lapped joist, -1 Od nails SECTION .1—N INT. BRIG. WALL �(P N,T,S. MINIMUM SPACING 2x GREATEST D DIMENSION OF LARGEST HOLE NOCKOUT EXEII (see table below) ID (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 plf max, along bearing wall Required on interior walls for vertical load transfer when load bearing - for lateral support when joists 2 meet over wall, or wall stacks directly over wall or SIMPS( wl (22) NAILS I 5/81 THRU BOLT SIMPS( W/ (22) NAILS I R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULEFOR �_"AND QUANTITY )F FASTENERS TYPICAL SIMPSON META1 2 Plumbing META1 2 TSS INSTALLATION 1111L ---- ------ beam below Load bearing wall must stack over blocking and wall or beam below.* It Joist When joists meet over wall, provide F1 3/4" minimum bearing for each. I -Joist can be offset " Use 1 0dxT nails at Vo.c. for all joist blocking panel *Non -stacking walls quire additional consideration. re BE CUT ANYWHERE IN LARGER THAN 1Y2" I Dl< e-4 IDO NOT CUT HOLES 61T A *2" ROUND HOLE MAY CANTILEVER THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 8 T-a' V-1- T-21 T-2" 1 T-3' T-3r'I 1!--P' V-11"I 2-4' 24' 1 3�-Z' 3-7' 1 1i6'rjols,t_, 12 1. T-0 V-11' T-2-1 11�-2"I T-3' T-Y' 1 Z-4�' 2-11"1 3-7- 4!-2- 1 4--g- 1 6-4 an (ft) 16, '�O_ T-0 T-T' T-2'1 T-Z'l T-7' 2-6' 3' -21" ar-101 *9' 6 -7' 1 6- 4� 7' -Z' 1'4Y' 1-4" T-2' T-2" 2-W 3_01 44)" 4-10" 6-111, 6-1111' 7'-11" 8'-11" 24 I T4Y T4 " T-2' T-T* - 2-6' 3-7" 4!-g' 6-191 T-2, 8,-4, [ Y-6. 10,4� 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. 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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE, 7, %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE IY2"KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N�T.S, Joist A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min,) Nail with 10- 1 Od nails. :a73 nstall tight to top flange. SLEEVE THRU STEM SEE PLAN FOR '6;7�4, q 4 NDATION INFO FOU STEM FOUNDATION Nail with Filler block. 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4'1-2" gap- 11 - ]� Backer Block-,---' "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet Web stiffner as height requirements 0.6 X Joist depth 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 SIMPSON H10A w/ (18) 1 Od x 1 1/2" NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION NOTE: UPLIFT VALUE IS BASED ON S.P,F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TERED @ PIPE PENETRATION_� TOP (2) #5's x 4' 0" CEN 4 PVC OR SCH40 SLEEVE PLUMBING LINE '0 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 Fl- 4 4,. A4 J= 4 A - SEE FND. PLN. SIZE & REINF, C* C%4 a* > Lu V— lox ,zz, (0 cz;, V? C-4 tZll, C) rl� 6 = 31 M as CJ al C= Rizz VIA W UJ S s To the best of the Engineet's knowledge, Information and bellef, 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 Engineees signature and seal. W E .9 0) 0 0 ,g ID , _, I I,- (q u__ u- a. CL2 Z 'S It - W _10-1 � i 2 �; 0 W 0 r. r-- ox W C/5 Z I* U') z IL a N d 6 z W DO Hal < CL zi; z 4--J 0 UJ 2 . 12 < 0 - E 0 z 8 . ;E 3 �q < 8 C) 00 z 8 E IS �t Q 'y V, z -j ;�� Z 8 8. 2 W w C) L0 LO (0 =3 CY) 0 0- Cn t: U) < 0 Co U_ 00 C14 LO 00 < CID 0 M z :3 E a- 0 JOB NO: 23-00520 SCALE AS NOTED SHEET NO. SN 1 1 111 1 1 Ali J�11A[ I i Ili I I 1 11 1 1 1 1 1 a coo N 11.0 IN to Q N S I N 00 Lo e cIi Q N rn 0 J O S 2- Q N a E C1 v CL t� .9 e 9 N 0 a N P ai II II 1I II 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR / GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) GARAGE GARAGE W/A HABITABLE EACH END (WHEN PARALLEL) ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" 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 2"x S.P.F. (OR EQUAL) STUDS @ 16" Q.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDINGL 1/2" CDX PLYWOOD OR 7/16'" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT �' 10'-0" (R302,11) @16 O.C, W/ (2) 16d TOENAILS T & B - -'- - --- - - = _. --- �- SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302,11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD 1/2" GYP. WB (MIN.) @ GARAGE SIDE IFL APPLICABLE. z --- — - -- - -- -- -'`- ---- 3/8 MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN (ALT: 1/2"xl2" TITEN O.C. OR 5/8"x10' WEDGE @ 24" O.C.) HD @ 24" ANCHOR NSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. "" "" 2x P.T. PLATE 1/4 DIA, X 3114 TAPCONS 24 0/C & -' _— _------- SLAB &BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 11 NAILS ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r _ r „o „„ „ 5/8 x 10 J BOLT @ 24 O.C. W/ 2""°x3/16" PLATE WASHER (TYP.) IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND w/ R903,2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH "' _ ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION 2020 RESIDENTIAL ( ) MOISTURE BARRIER �..-.... „O.C.O ''', A.F.F. 0 518"x 10 WEDGE ANCHOR 2 x 6 W1 A x W1.4 INCLUDET WALL ATTACHMENTSWWF 211 6 x 6 W1.4 x W1.4 v a SHINGLE ROOF, SHINGLES TO J - o @ 24" 0 C. • ) WWF FIBERMESH W OR OR FIBERMESH RM BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM-CLASS �I11 I_LI— I I— m . p ° I L=1 1—_r �? i L LD3161m�I ELEV. -0'-3 1/2" �31/2" MIN. ,- 3 I/2"MIN. l Y - F, IN ° a _ll! ;I I .. 2x4 CONT. A.F.F.g U. 12 (TYP.) VARIES ACCORDANCE w/ ABLE R905.2.6.1,FLORIDABUILDING IIW. _ _ _ _ _ — I I�I I I� 11 I — —I I Il I L — —I —I I=1 —)�-- 1— I I I CIA 1/2" min.)- 4"' �, �� a — —_ m. "(min.)- 4" T* *� LU TTi-- CODE 7TH EDITION (2020) I _i — I I III GARAGE DEPTH VARIES 31/2""(min. - 4' LL 31/2"(min,) - 4 _ RESIDENTIAL ROOF SHEATHING -SEE 8 - — — - —I ► I — — ' =1 — _ �_- — — — — — INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING 2 #5 CO„ 'TT M „- O 4 1-4 s 2 #5 CONT. O „ rrr I" 4 $ FRAMING SHEET FOR FREATHIN HANDEFT FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C U.N.O. • TYPICAL BEARING WALL @STEPrcC ELEV. VARIES SEE TYP, WALL SECTION SCALE: 3/4""=V-0" 53 SCALE: 3/4"=V-0" 53 "SHEAR WALL" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" 53 — 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING BOARD PER CODE EDGE �\Nv°vs ccN (OR 5/8" ALUMINUM FASCIA cv�s�y GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs' ABOVE) W/DRYWALL SCREWS @ 7" O.C. EE STRUCTURAL SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. NAILED W/ 8d COMMON NAILS @ 4" 0/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS LOAD BEARING OR `4 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" 0/C INSULATION PER FBC AND ENERGY ��N�Mvo s �o ��Nv �` cc�' 2x BLOCKING HORIZONTALLY@ 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT .�' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT „ 1 x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN P.T. HORIZONTAL 1x2NAILER NAILER 8" C.M.U. TYPICAL _ SEE CC/S3 OR N G/S3 FOR ANCHOR #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10 -0 (R302.11) "" 5/8"° 10"'"J" BOLT 24" O/C W/ 2"°X 3/16" 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL ADDITIONAL INFORMATION 1/2" GYP. WB (MIN,) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) TYPE "S"" MORTAR BOLT INFO. (IF NO UP LIFT ON 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR x @ PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT 24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7"EMBEDMENT (MIN. SHEAR N 3500# MIN. TENSION 2600# ) ARCHITECTURAL FINISH *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24' MIN. LAP] #5 REINFORCING J SPACE ANCHOR .-. w/ (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR -¢ BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N c _ END OF 2" x PLATE WWF OR FIBERMESH E d 1x2 PT WD FURRING @ 24" O.C. TYP. ASSUMED FINISHED GRADE x c ° . ° w �* PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE #3 & #4 LAP SPLICE w U 40 MIN. Fy= 40ksi Cl) u a ° 1/2" GYPSUM WALLBOARD U.N.O. 1 #5 VERT. IN FILL CELLS MONO ORSTEMWALL r ° cn ° - :°, FINISH GRADE (GRADE 25 MIN. LAP 30" MIN. LAP ( ] 60 MIN. Fy= 60ksi] m r. 4 TTi Cjj D TTT TTT ilT Lll�ll1�1LTr'-- I� ° ( SEE FOOTING MONO SHOWN °p 6 MIL VAPOR BARRIER �` I ' - 11I — Uj "' _— p _ _ _ _ _ FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY c _ lit- Z r # 5 REINFORCING BAR R 1 7/8 I 1x4 P.T. BASE NAILER 4"x4" INSPECTION z — — — — #5 LAP SPLICE (2) #5 CO _I I In rrLLL 31/4" BASEBOARD PORTAT EACH NOTE: *FOR BEARING WALL cv ' - r I ° COMP, SOIL. (COMPACTED TO — — 36" MIN. LAP [36"MIN. LAP] rWrrrlll , ON 3"CHAIRS g"" 11_41" g"" (TYP') MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY =� 95% MODIFIED PROCTOR AS =i — — — — �—�LL III- ]�lll"` 10" MIN PSI MAY VARY PER AT GARAGE CONTRACTOR v� �- TO CUT BLOCK OR POUR ! �; �., �-, ! - ` D1557) rrr�Trr� 4" 1"-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 W1.4XW1A WWF OR �- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT G "FIBERMESH" 71 DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4""=V-0" S SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" 53 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" 53 •F SLAB INFORMATION. SLAB INFORMATION. • 4 r ° I 00 6 x 6 W1.4 x W1.4 SEE PLAN VARIES6 x 6 W1,4 x W1.4 1 1/2" RECESS FOR I=1 c 31/2 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR — ° — —I I f r - - z min,) 4 10d NAILS TO TRUSS TOP CHORD FOR TRUSS A � e BARRIER / 4 — 4 1 O d c a v GRADE AT 24" Q.C. MAX. SEE PLAN FOR x x . x CONNECTION INFO COMP. SOIL. COMPACTED TO 95% — (� 00 _ — — — — — — — , 'I—, —�� rrr I-rr r I I— r TOP OF BEAM & LAYOUT DESIGN o — - , , , a rrr z c�v et ° MODIFIED PROCTOR ASTM D1557) _ _ — — -'? -- _ -rIII... „ILLI 1) #5 REBAR w/ OPT. _S E NCLOSURE �R t , r-� (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & c — — — — -0'; M �, rrT�I, r I III �I ' , III r d rrr r,T E T ,� 4 �r 3" MIN. CLR. I Irr- - CONNECTION INFO a47 �-, - (2) #5 REBAR CONT. 1'-4"" (1 STORY) ON 3" CHAIRS TYP. „ U.N.O. 4' 1-8 (2 STORY) STD. 90 NOOK (SEE DETAIL) ,� MIN 2x4 P.T. PLATE I. I I I 2x4 #2 SYP P.T. FRAMING w/ _ T == SEE A/S3/J/S6 T �'*`—'--- I Ill TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L /ts^ °S8 z MIN 7/16 O.S.B. SHEATHING ATTACHED PER NAILING 4"T 811 FOR REINF. INFO. SCALE: 3/4" = 1'-0" �� SCALE: 53 w BCA Lr ¢ SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x CQLUMNLOCATION Q L ' J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. w COLUMN SIZE AND BASE rM 1/2" FROM SLAB CONNECTION INFO. SLAB STEP & RECESS S.G.D. 01 _ �¢ CONT. BEAD SEALANT �- SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6 BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" BLOCK WALL BEYOND EXPANSION JOINT 131" .' ': INTERIOR 2X STUDS @ 24" O.C. U.N.O. 4. -3 1/2" •' GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH L SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING O.H.D. RECESS O.H.D. RECESS , „.' ATTACHMENTS & 1$ D1 PAVERS z COLUMN TO BEAM �' CONCRETE NAILS W 1 1/2" 1/2" GYPSUM WALLBOARD U.N.O. FOR ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL --� EXTEND FILL CELLS .. • :4"''. ---�� ° " M Y EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8'"O,C, INSULATION PER CHART z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD MAT REINFORCING. m .I—• Y • . a '- � CONT, FOOTING STEEL - ,. �, '?.'a ''' I— — — , �+ PLATE TO CONCRETE (MIN. SHEAR 180#MIN. ON FLOOR PLAN CONT, BEAD SEALANT w Q � j SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS � _ z RA " _ _ d' �_ _ 4' 4:: 4 (T�I �:: 4 oQ TENSION 120#) CONCRETE SLAB 6 6 W1,4 W1.4 N ` w FILLED SOLID (SEE PLAN FOR w — . �I� IT .y .. — • • " I- ` x x '` WWF OR FIBERMESH �, LU U) SIZE AND REINFORCEMENT) c� • w o v W —1�[— 1 — L!— a —_— — _ �7 7�• — a B PER BRICK PAVERS or SLAB O w CWI� z o o �. • �, �a • I� m SEE A/S3 OR J/S6 ., T a , • — SEE A/S3 OR J/S6 "Ill L �,, I 1 I= N I —III — — T M 6 MIL VAPOR — T �� _ — — — L _ = Tff I [T TIT 0'-0" FIN. FLR, COMMUNITY SPECS _ LL M LL7 FOOTING I r I FOR REINF. INFO, 3"MIN. CLEARANCE ,—� , I I FOR REINF. INFO. 3" MIN, CLEARANCE - BARRIER — -iTT , --jlj, BEYOND s-'r1-I11� : ' ti PAD REINFORCEMENT 1' " (1 STORY) ! V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4'" (1 STORY) �� I _.r, ; .., Y r 3" MIN. CLEARANCE SEE SCHEDULE ) „ 1 $ (2 STOR) 1-8 (2 ST RY) 4" 4" �•'� ~ E FOUNDATION S E CONC.PADINFO. \ FOOTING WIDTH P-PSEE SCHEDULE GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 314-P•0" SCALE: N.T.S. 53 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. C 00 .— W o s 4 (i ate` is m S C cu- a N O w d Z N `� CD E110 a, tn a. RioBM� y \ •-F L 0 it 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 englneering portions of the drawing pages bearing Engineer's signature and seal. H b 8 4 's N �, r- C 1,2 On `Si 4, t» rnlZ42 vi M C3 LL Q ` J LL W IL IL Z C °CC q o_ C2 �. a y O N p Cl)� LLu] N Z CV z O U 0 _ W 0❑ CL � 7 I N z M 4 -+ LU U —� oLu 0 w 8 C �W a E s6 p ro WZ mC) ( O U Z - o, z Z O W J �C a a=k 2 C7 = LO L J U rn .--. ~ (Q N m m LO r Cn 0 Cri I co -0 Li- c'7 L_ CV N NT_ N [A M o Z z j v vl r E CV c a E 0 _j a to JOB NO: 23-00520 SCALE : AS NOTED SHEET NO. S3 (MONO) P, .lip 1p..lu I; , I � - i � - . �, i i ;-r TI ... r:r �, � ,;. , .. ;i n,,o.., tll s, t ;� � .I t.. u: ,. _ - Ir 1 I 11 I i - 1 Hi 00 00 C14 W) 3 :9 00 P4 LO 8- 0 =5 12 S C-) tz PI) E E CID r, C" < (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) '---2x DEAD WOOD @ MID FOR CLEAN -OUT PO I NT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK " VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 112 MAXIMUM INTIRIOR-\ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 1 Od @ 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. IN'�' �4 12 TYPICAL WALL SECTION (TYP) SEE ELEV. ._�SEE PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSSABOVE 2x CLOSURE WALL W/ STUDS @ 16' O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER F-.51 STUD W/(3) 10d NAIL� L 7. - S 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 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT / 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ 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 �Iw - ---- -- TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. z EE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. LTO DRAI CL N ERIOR EXT WALL WALL CLEAN -OUT rA SCALE: N.T.S. 7 5/8" 8" 7 5/81' 8" 7 5/8" 8" ISTCOURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW MASONRYLAYOUT rD �,S4 SCALE: N.T.S, �4 KNOCK -OUT---\ BLOCK W/ (1 ),,5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT STD. 9THOOK 8`4- LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION --- IL 1 NQJE�: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED 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. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N,T.S. 8x8x1 6 C. M.U. GARAGE DOOR RACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR V MOUNTING BASE DETAIL SCALE: N.T,S. 4 4 POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAVVING. PARTIAL INTERIOR ELEVATION SCALE: N.T,S. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) I 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 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 TRANSFFR LOAD. 2 x 6 P. -BOLT J TRACK BRACKET �j 1 1. 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. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 11-4f (1) (2) (1) (2) (1) LSTA30 41-91 (2) (3) (2) (2) (1)LSTA30 9'-16' (3) (4) 1 (2) (4) (2)LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2 ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) N_.� 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS o OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE ol '---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 ("'Q SCALE: N.T.S. GE 12 (TYP') SEE ELEV. IN SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"A" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK OVER WATER RIE RESISTIVE BAR SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d I COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 wl (8) 10dxl 1/2" ---- NAILS AT EA. TRUSS VERTICAL WEB (24" O.C, MAX) w/ MIN, 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5CONT.—/ (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL �w = - W/ STD. 900 HOOK IN K.O. BLOCK - ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP2 SP4 2X STUDS @1 24" O.C. A 1 /8"xl 01- "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION -2: P \-SIMPSON SP4 �4_e TRANSOM FRAMING SEE SECTION AA/81 AND BBIS1 FOR ADDITIONAL DETAILS LINTEL SCALE: N.T.S. PIPE OR DUCT wl 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" 0,C. (14 SPLICE -7 NAILS TOTAL) EA. SIDE OF 5(,Y, SPLICE STAGGERED 4 �.�ICE NA SP 1 Od @ 8" O/C ATTACH ALL EXTERIOR STUDS TO P PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS SON SIMP SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING (P.T. SEE SECTION J/SS -ATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON Spi SIMPSON SIMPSON RECESS LINTEL d/ SP4 SP4 -1 SIMPSON SP4 SIMPSON SP2 -NAILED INTO TRANSOM FRAMING SIMPSON SIMPSON Spi SP4 Ir SIMPSON $P4 rTRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END j z 2x TOP P 0 LATE J V2-16d NAILS @ 24" O.C, OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. F STAGGERED FROM BOT. SEEAJS3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/e"j SCALE� N.T.S. S4 ..... .............. . 0 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) ' (4565# SPF) 3 (5645# SPF) )S (9335# SPF) PDXIED A.T.R. I & NUT 'OXIED A.T.R. 1 & NUT DXIED A.T.R. I & NUT SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BOTTOM P�ATE__� \-5/8"XIO" "J" BOLT @ 24" O.C. MAX. C (MIN, (2) PER BOTTOM PLATE) C SIMPSON SP4 " ROOFTRUSSABOVE f- 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X1 0" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 0 . , . An 10dNAILS@6 C. STAGGERED -QTAr.nPPr-r) TRANSOM FRAMING 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES PLYWOOD WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES t/ �E & 8" OIC FIELD .0 SHEATHING S4 L 0 SIMPSONSP4 (6)10dx112" W/ (USE SP6 FOR 2x6 WALL, USE .—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING SIMPSON SP2 wl (12) 1 Od NAILS MASONRY- 5/8"X10" J-BOLTS @ 24" O.C, SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"X10" "T' BOLTS @ 24" O.C. MAX. (MIN, (2) PER BOTTOM PLATE) PLATE) 6LTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV, 06.24-22 SCALE: N.T.S. S4 co r- C= W Cc, C C-4 I c E Cc C) IAN 9 Iq .. < No �;A a 3SI To the best of the Engineer's knowledge, in rma the structural plans and specifications contained within these drawlngs comply with the 2020 Florida Building Code - Residential An E on. ng nee s s gna re an see a on y r the structural engineering portions of the drawing pages bearing Englneer's signature and seaL 0 to Cq co 00 o? 0 o g P� t- Z W ro � z 09 co z C14 < 3 z W M El -9 M 0 LU 0 < i-4 so r_j 0� z z < U_ g E 0 :2 4 E 0 " Y � Z 0 W t- (0 E '0 0 0 z C�o ITT z co - 75! a E z z 2W z 8 z W L P� r Lo U-) LO U) �z M 0 CY) U) .9 LO < 0 0) LI_ C') 0 0) 00 C14 co CD U") 00 04 C14 CD 04 E W (0 D ce) T_ 0 z z E E 16 W CL 0 .__I_ JOB NO 23-00520 SCALE AS NOTED SHEET NO. S4 I F_ I I --------- F__ lfid— _h f— I 00 29 LO LO 04 8 LO t13 LO 02 CD C14 6 9 2 ar V) E 0 r 7 2 01 q, CN < SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (z 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ (2) 16d NAILS--\\ SCHEDULE FOR SHEATHING DETAIL-7 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w./ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK-G @ 16" O.C. w/ (2) 16d NAILS EA. END, MAX, 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL wl (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE I O/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 6 IF 45'± 7_ 45* SEESTRUCTURAL x NOTES AND NAILING 2x4 CRO8 BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d Ir 1" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA, END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2,5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 1 Od 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 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C utNA,Lb CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od NAILS @ 6" O.C. _L IT I I__-+ THROUGH CHORD "x4" LEDGER (MATCH BOTTOM CHORD m CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE )R TRUSS) SLOPE OF ADJACENT SCISSOR TRUSS) LING SCHEDULE FOR HEATH NG� DETAIL 2"x4" CROSS BRACE -T x N APPROX. 8" FROM RIDGEFASTENEDAT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT W/ (3) 1 Od & (2) 1 Od (NOT REQ'D WHEN "OR TOE NAILS @ EA, END GABLE IS 4'-1 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 W1 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED � (2) 16d NAILS W/ (2) 16d TOENAILS , . 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON T6P OF PANEL BLOCKING-:- 2"W' P.T. SILL NOTCH 1" BRACE HERE FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" 8" "J" BOLT 48" O C INSTALLED PER MANUF. x @ . . 1/2, NAILS WEEPSCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META1 2 w/ (7) 1 0dx1 1/2" NAILS AT V-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1 Odx3" @ 4" O/C " " " " " " 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM :NTN KO B O�C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 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 r2 WEB, USE MSTAM36 W/ (7) O.C. MAX) W/ MIN. 4" 1 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. �5 TITEN ON OUTSIDE TL 2X4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AN D FASTE N E RS. (M I N. F1 RST 4 BAYS) 0 N SHEET S5 FOR X-BRACING, AND TOP cl) SEE STRUCTURAL CHORD BLOCKING ;0 NOTES AND NAILING x INFORMATION 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/_j 11 2' (2) 16d NAILS WOOD TRUSSES 1 00 I 2"X4" CROSS BRACE APPROX. 8" FROM vz 2X4 RAT RUN BRACING 1 2" 11 RIDGE FASTENED AT AT 24" O.C. ON TOP OF tx N M EACH JOINT W/ (3) #1 BOTT. CHORD FOR 4 4Lt 10d & (2) 10d TOE x TRUSS SPANS ATTACHED W/ 2 - 16d t� 1� NAILS @ EA. END AT EA, TRUSS JOINT (2) 2" x 4" LAM I NATIONS 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARAG LOCATION �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ('8 ADDITIONAL INFORMATION. SCALE: N.T.S. 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT ------ 2"X4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SH SCHEDULE XTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2X4 #2 SYP W/ 1 Od XO.131" @ 8" O.Cm ALTERNATE NON -DROP GABLE END DETAIL ri SCALE: N.T.S. GABLE TRUSS S5 1" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX.. S5 PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSI3 SHEATHING ATTACHED w/ 10d NAILS @ 6" 0 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 1" BRACE / ATTACHED 10d NAILS 41' O.C. TYPICAL GABLE TRUSS W B DOUBLE "Ll" BRACING DETAIL�� SCAL S. s5 E: N.T 2x4 "T" BLOCKING 48" O.C. 16d NAIL 1" BRACE ATTACHED - W/ 1 Od NAILS @ 4" 0. TYPICAL ,Aj4 L _j E GABLE TRUSS WEB SINGLE 1" BRACING DETAILK-6 S5 SCALE T_S DIAPHRAG BLOCKING @ 48" O/C GABLE TRUSS _�E� TRUSS VERTICAL - SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE 2x4 LEDGER (MATCH BOTTOM CHORD 2) 2 x8" 1" BRACE NAILS AT EACH STUD FASTENED WITH (3 SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDE 3 SECTION SECTION r4 SCISSOR GABLE 'IT" BRACE (_7 SCALE: N.T.S. SCALE: N.T.S. �5 REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S. S5) MAX. 9" 8d @ 6"01C UNSUPPORTED, IF >9" SEE 10/S5 r-WOOD TRUSSES r-l" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) /-GABLE TRUSS / 1/2" CDX PLYWOOD OR 7/16" x /'OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM1 OKTA W/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO 1�7 JACK TRUSS BLOCKING & (4) 1/4"X2 314" SEE PLAN FOR TITEN TO CMU z q2�NEC TION 2x4 "T" ON TOP OF PANEL--/ BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1 0dx3" @ 4" O/C (2) 12d TOENAILS SECTION 9� SCALE: N.T.S. �5 \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1" BRACE W/ 10d @ 4!' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od 24" O/C (TYP) TOE NAILS AT EACH END @ z W BRACING w/ (3) 1 Od x T! AT 0 EACH CONN. @ 24" OIC MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD 1 BEARING LOCATION (UNEVEN CLG.) 7L rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 111,_S5 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"4" (U.N.O.) 1" BRACE 24-1 0'0" - T-O" T-011 - 61-011 6'-0" & GREATER SCISSOR GABLE (1) 2"W' #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) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C� 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT wl (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) '-STUDS@ 113"O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. Q� 0 C ) .1 RCORNERJACK �e L) W W z cc Ix 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X'BRACE S CONTI aq q cc NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED LTTOM 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 A S PE R B C S I SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA, TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION C= CL CU Q.) -= = Cc—,- = C%J = 2 2 =0 > 0� cc Ric I'*,,' -III' r= v` 1� C"> < FE 11111111voll, 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 sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, 1 W E 4 0 co 8 00 0 a 9 u_ --d- C7N, ui CL T 3 p C: log 49 � �; :j t- - C� A 0 W o z - 0 U) Cl) z IL < a 00 0 z W 0 0 co - 2-1 " — V) (1) 0 041 lz L.0 D 0 Ln Ln mok LU 0 05 C�f - 9 - < 0 01 to z C13 C, 0 U_ E 'g 6- z a — C, z8 E _9� co C: RE z Q) I 17 W C=1 C13 N 0 >� Lo U0 LO ca co co =3 'Ile b- (=) Ir- 0 (D Cn 2 2 N M LO 4-J +-j 0 0) U_ 0 (j) 00 ce) L0 00 1'* 04 4i E r_ (0 0 z E U) E (L 0 M 0 JOB NO: 23-00520 SCALE AS NOTED SHEET NO. - S5 :ZE M 00 00 C14 to LO C14 LAID =9 LO 0 39 Cn C14 E. E 1�2 1 r 7 8 P 9 nC> J� 0 < 9 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER - 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 W1 (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 W1 (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL,.o-- DIVIDE THE CONCEALED SPACE INTO APPROX. EQUy- AREAS. !_FLOORSYSTEM 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'0/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BO BAND JOIST TYPICAL TTOM 01 1x WD FURRING @ 24" 0.1 BASEBOARD MIN. 2500 PSI CONIC, SLAI MIN. PSI MAY VARY PER MUNICIPALITY 0, 4 E Cl) L ri= 6x6 W1.4XW1.4 WWF 0 ERME H R FIB 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 wl ASTM D7158-CLASS G or H, or ASTM D3161 -CLASS F, IN ACCORDANCE w/ TABLE R90526.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - 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 W1 8d @ 4" O.C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING _j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 0 Lid 0 :C 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. U) INSULATION PER CHART ON FLOOR PLAN (B �R )fETiETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) LU g 4"X4" INSPECTION PORT AT ._j Cr a- EACH FILL CELL TYPICAL UJI co 0- AT GARAGE CONTRACTOR v LO TO CUT BLOCK OR POUR CNI CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE '4 4 '44 da /FINISH GRADE A 4 I \-STD. 90 *HOOK (SEE DETAIL) (3) # 5 REBAR ON 3" CHAIR W/3" MIN. CLEARANCE 4-f V-8" TYP 2-STORY WALL SECTION ri REV. 03.16.21 SCALE: 3/4"=V-101" � S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" NAILS TO -- ----- 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION, S I M PSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 11/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ BAND JOIST I --:,- ::: *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAIL @ 24" O.C. 1 st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS )F BEAM OR GIRDER 'END SHEATHING TO �TE W/ O.C. )OR TRUSSOOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED 41 00 FLOOR TRUSS SEE FRAMING PLAN 175<1 I C? SEE FRAMI WEEP SCREED FLOOR TRUSS NG PLAN INSTALLED PER MANUF. 2� 9 2"X4" CROSS BRACE @ 48' -7 SIMPSON HETA20 W/ (8) 1 Odxl 1/2" NAILS @ 24" O.C. INTO TRUSS O/C FOR THE 1 ST 2'-0" OF END WALL W/ (2)10dx3" @ EA, BLO KING& MIN. 4" EMBEDMENT I END INTO 2"x4" BLOCKING IN KO BLOCK t SEE DETAIL 21D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION ("' �R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLATE (2) 1 Old @ 6" OX PRE-ENGINEE FLOOR TRUSIc ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS u WEEP SCREED :Ul r, INSTALLED PER. MANUF. I r U SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS w/ MIN, 4" EMBEDMENT IN KO BLOCK 15/3 2" OSB ,V- EXPOSURE1 Fr k F SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X_X IF Wj NOT FULL HEIGHT SHEET--/ co z L 4ST G FLOOR SY (2)- 2x TOP PLATE BEYOND I —15/32" OSB EXPOSURE1 SHEATHING Lu Lu SOLID 2x 0 BLOCKING C ALL :5 (6) SHEATHING 0 (SEE OPENING . —1 1 SECTION X-X) LU 0 x LU _2xSTUDS uj BEYOND. SEE PLAN 0 I 0 A W \\,-2x'4 RT. BASE \_�HORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM FLOOR CONNECTION B 3/8" "S" - NAIL @ MASONRY 1ST FLR, SEE J/S6 SCALE: 3/4"=V-0" �6 SPACING FOR ADDITIONAL INFORMATION. 1/4" S 1/2"- 0 SINGLE NAIL EDGE SPACING DETAIL (FLOOR TRUS ('0 -0" SCALE: 1 1/2"=1' NOTE; SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP W.B. MIN.@ 2x BLOCKING HORIZONTALLY— GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" -0" (R302.1 1) O.C. W/ EXCEEDING 10' EMBEDMENT @ 24 SIMPSON SP1 W/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. NAILS AT EA. STUD TYP ICAL TENSION 2600#.) 2 x STUDS @ 16" O.C. 2X P,T. PLATE 6 x 6 WIA x W1.4 WWF OR FIBERMESH W'r '4' >4 A , k�� -11, WIM-ILtim- (3) #5 CONT. ON 3" 8'T 11-8-1 8"_] CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. S DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" IFI-ITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C, STAGGERED FOR SHEATHING 519011111[61ff�ffl 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.) 0, 44�,� 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 uj JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Yg". cn Z NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/ Eld COMMON NAIL r Z 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. r = W STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL uj 0 0� PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF r C) a wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT, F- 0 0 (n :E Lt @ (2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR @ VERTICAL Iu LU MEMBER IF GABLE END C6 NOTE: WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR I -ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS ONLY o EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS * OPENING LARGER THAN 4 FT: (1) 2x S I LL PLATE w/ S I M PSON LS30 w/ (6) 1 Od 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 2x BLOCKING HORIZONT AR*---\ @ INTERVALS NOT EXCEEDING 10'-0" (R302 .11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W1 6x6 W1AxW1.4 '4A j _21 1 WWF OR FIBERMESH .4 N, A 0 8d NAILS FOR WALL SHEATHING MUST BE MIN.131 X 2 1/2 0 Do NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END T4 (1) (2) (1) (2) (1) LSTA30 4'.9' 2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA, STUD 2X P.T, PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE (3)#5REBARON3"CHAIR----I4'1j W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE JIS6 FOR SCALE: 3/4"=V-101" ADDITIONAL INFORMATION. S6 V" C%j 4= cr 0- C-) C11j = LL_ >< C-4 (Wn =L "a' -IN U CIP ago z� L F tq t To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. . 0 W 0 A 0 04 N 6 0 C-" 00 4 cq �C? It- _j - . u� U, LL i Q� U_ uU a. S2 Z C: C ca W 0 1W S210,G) z - Z� 0 LO Z LL N d 0 0 z W 0 V) Z Q) 4--J 0 0 LL, V) C:� Ln LU E — M 8 is 11 0 0-1 _T Ad C`� U_ g E za , g g 8 W 1 tR n z 0 2 �: rd 0 E 5 z ry Cz .01 M0 'M 9" M �z 1W '0 A 0-1 0 z WC> z M C; C"> Lo LO I. —I LO < CL M =5 co co Ise 0 U) M LO 0 0) cr) co .0 M CY) CD (y) ci U') C%4 < -r— cc E co T C-0 0 z z �i 0 E N 2? ca E 0 < JOB NO 23 -00520 SCALE AS NOTED SHEEr NO. S6 (MONO) SCALE" = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ cs, 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH SIDE) TO BOTTOM EDGE OF 2x12 ALIGN THIS STUD WITH 3/4" RISER CUT TO FIT STRINGER STRINGER A FACE OF 2ND RISER MAINTAIN BETWEEN" ~`� AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER '/ 1 2x4 BEHIND RISER r r BLOCKING FOR I/// - 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO ---T- 2x4 DRAFT RISER AND TREAD STOP r, r 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT %RS 1N WALL 2x12 SYP BEARS IN WALL B 2x4 BLOCKING FOR 2x12 ,,•-'" 42x4 PT UNDER 2x12 —2x6 SYP ROVIDE MOISTURE PROTECTION L?ATTACH ALL COMPONENTS 2x4 SYP BLOCKING TAIR TO CONC. W/ J" XFOR STRAP2x4 PT NOTCHED INTO STRINGER TAPCONS MAX. 32" O.C. AND NAILED TO FLOOR WITH GLUE (SIMPSON14)1Od MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND NAILS) OF STAIR TO CONC. W/T" X � NAILED TO STRINGER 2 a' TAPCONS @ MAX. 32" O.C. / (I E� n / rr /� rr SCVALEE: 1" == V--0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLUE — STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED --r` PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL _.,_-------2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'41 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING 3/4 PLYWOOD ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED ! BOTTOM, GLUED AND 1/2" NAILS) ! AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED ---\ i NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCOx8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS IX4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW SCALE: 1" = V-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS _Ir SECTION VIEW "B" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 1x4 GLUED AND NAILED TO STRINGER —2x4 DRAFT STOP ---2x8 SYP DRYWALL STOP MUST NOT TOUCH G-1 - - SECTION VIEW Till SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS G -.w--2x4 BLOCKING FOR 2x12 SIMPSON A35 1 2x4 PT UNDER 2x12 OR LSC EACH STRINGER-- 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "Ell lt2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE: J" = 1'-0" SCALE: 1" = 1'-0" NOTE: 2x8 DRYWALL STOP NOTSHOWN OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 J"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT, SECTION VIEW rrGrr SCALE: 1" = 1'-0" CONN. TO BOTT OF NEWEL POST PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. L POST LET INTO iLOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING SCALE: 1" = 1'-0" F SECTION VIEW SCALE: �, = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES,E2,1 ECTION VIEW rrHrr SCALE: 1" = 1'-0" . O n, c1s -, N yr o ro m co � E � ea / Mu r '�• to S ' 10 t� cv ti Rr�+yixr yyryn� ♦'gyp` .yq' Y L r� Z. c=) "�"Q��j�•.a�$l�z�t�VM �"4. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Enginser's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal W �q E o $ 0 (8air 4� y13 �3 a t Id1� a C13LLLL — ate d X =_ c) k, W~� O rnrn m 'r W z oo cat z a k � N O U � O W ❑ LO z N (7 qjz- z V 4j _N o o U W � �0 r.-- ELu I N GT r- LL ;s E g o ° n g nN o � t0 e& z (U Gr] J s �E ZI4 U 00 _ LO ...� LO LO t rn m t7 r,. co N t-- m 4" LO �-- to d7 `r✓ CO co ILL C) a) 00 N N t(U N Ei z z° E im 4 U J JOB NO: 23-00520 SCALE : AS NOTED SHEET NO. ST 07) 88 CN U9 12 LO LO LO _Q :E 0 E �2 E -1 '9 A' 9 lZ V-) a- C�j S14 16 I I 1z 1-1 DOOR JAMB (RE 1 X4 1/2" DRYWALL DOOR JAMB (REFER 1x4 /2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 F 1/2" DRYWALL TO PRODUCT APPROVALFOR NN. T P.T. tM,., TO PRODUCT APPROVAL FOR CONN. x4 APPROVAL FOR CONN. 1X4 87 x4 P.T, 3/16"0 X 3" LONG FURRING 6)N 3-1/4" LONG X 3/16"0 FURRING FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" �,E TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 L, 1 BLOCK@ SPACING 111 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x8 wl (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ TAPCON @ 16" TO PRODUCT 0 C - & 4 R( O.C. & 4" FROM " F DOOR JAMB (REFER APPROVAL FOR CONN. N. 1/2" DRYWALL 1 x4 112" DI 1 X4 DOOR JAMB (REFER-\ E CH END " EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. 2 EDGE DIS. APPROVAL FOR CONN. N. �j 6" 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2' x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O,C. & D IST. END wl MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ L 2X8 P.T, W/ ATTACH SECOND PLY W/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' I 3-1/41- DETAIL BUILDOUT OVER SIZE DOOR —WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45 A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. KG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 2 x 4 SOLID BL A —A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS ORTHRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. �S R A INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT, OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD, BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX 1 SOLID BLKG. AT TOP BTWN. ARCH BLKG. BUCK 2 x 8 BUCK - CONNECT TO BLOCK VITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO 14" MAX 2-011 SOLID BLKG. AT TOP BTWN. ARCH BLKG, & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) EQUAL BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS THRU OSB INTO 2 x 8 ARCH DETAIL rK SCALE: N.T.S. � �S 0 OSB ONT 11 ATInN - SECTION A -A 81, 1/4" x 3 1/4" TAPCONS �—LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 811 PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA, SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL TMAX. RAD, PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBj (TYP) STD. 90' HO OK (I "" t5 L NOTCH WEB AT FIRST 2 COURSI -1APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY TRUSS COMPANY OR SEE PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS S MPSON 2X6 TO 2X4 H2.5A W/ (10) 8d NAILS JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 00, 4'-0" MAX SEE P[A—N 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —J NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP, DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH , IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX, OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4" V-0" GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP EXPANS'O A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W W M AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 1/4. WIE'RE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PEI PER ANCHOR) OCCURS #5 CONT. TOP & MID IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP E LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW, k"- PRESS PANEL REINFORCING INTO PLACE. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ REINFORCING PANEL SMOOTH. DO NO FURROW. F F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT �79' GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH, MIN I Alp" 6" MIN. LAP 1> G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST j.: �, 1+1, ", SPLICE CN REMAIN FREE OF MORTAR. NOTE: Cl) H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. C-4 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT LL_� SPACES, REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL (2) #5 REBAR, (1 -STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. .40 J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" V-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS �R *44*1 - � % YP.) 000 THE S #5 REBAR (TYP) 040 TD. 90- HOOK (TYP.) 4% FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE I BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN 1-3/4" TRIM PAINTED SS NAIL W/ 5/16" HEAD F CHANNEL, _7� i I DIA. @ 24" O.C. FASTENED PER NOTE 2 BELOW L CONT VENTED OR SOLID SOFFIT DTO CONT 2X4 NAILE 2x BLOCKING NAILED TO TOP BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. 1 - G.C,/ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD W/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA W/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS 7VITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS." ALL TYPE P IG W ER PLANj F EL T 4 + iy + + + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2-16" DOUBLE 2X4 SCAB FOR Z-113" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS REQUIREDTO + SUPPORT SOFFIT -,L T Vv, + + CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'.0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS Qr= CWC:r:T n) Alk1r) SIMPSON HTT4w/(l8) 10dX 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN, 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE Cr z 0 U) < U_ 0 LU < U_ @ FIRST COURSE 41% H SS 2"x BOT, PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O,C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W1 8d @ 4" /—ATTACHED WALL SHEATHING TO O.C., 2 ROWS STAGGERED or-2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO TOM OF BAND BOT JOIST TYPICAL -SIMPSON HGAM10KTA @ 12" O.C. W/ INTO BAND JOIST & (4) 1AN2 3/4" TITEN INTO K.O. BLOCK (4) 1/4xl 1/2" SDS SCREWS RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1 st 4 COURSES SOLID W/GROUT A. FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. 4'� OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 11/2" I NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1-011 1 1-01f 5 SH SCALE: N.T.S. . .* A - b - -- ---- A . I . . . . Is #5 BAR V CENTERED W/ IN TOP 9 7 7 V V 7., KNOCKOUT/ N A CHAIR BLOCK MONO FOOTING it . ... SIZE AND REINF. PER PLAN E AND SECTION DETAILS V CLEAN FILL DIRT ffTANDARD gor 00 9 H K lit #5 BAR IN 11 1 1 L FILLED CEL L L L L V L If th - 4 L, V k, NG SIZE AND STEMWALL FOOTI REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W1 NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T,S. (2) #5x6'1 CONC. FILLED CELL ....... ', %, 4- SAW CUT SECTION SCALE: N.T.S. 4" 164 V%j 00 0 5 CD cc r- C= .!a -.CC — C4 =. - 1- C� := �1: cu E M 0 vv tvj t-A C� F W < 0, C�A LU 0 % 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 seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 1 RIMIM W r 4 igy - E 0 co 8 , , , CS C 0 00 0 0 04 0 4 6,7 u- 0 Z 0 u 0) a- W W , ;; 2 U) I . , zco - �� 0 LO z N co < 0 d 0 0 z M W 0 < cL V) QU 0 LU V g, MIN, E 01 Cl> 0� z i LL� 21 E 0 z 0 z E 0 <.r. 0 z �z C13 z65 '0 '5 1� W C"> OR 2 CD _17 12 Lo LO U') co CID :3 C) 0 0 CN M U) L0 T < 0 I cr) C11) LL C) 00 04 CY) CJ U) 00 04 CN E Co (D CV) z z E E cu C CL 0 Q JOB NO 23 -00520 SCALE AS NOTED SHEET NO. SS __-F - ------- _T 11-IT _1� I -I-- t J 1, 1— _ill bi i I II_ __vI —, I F_T__ 1 1 1 11 -]----Fl F I— I 1 7 —1-17- I 1 1, 1 1 M1111 1 11 1i 1 1 _F_� 1 1. —1 i, _T lil I .., - , .,.. ` " , , , .. CROSS BRACING DETAIL (TYP.) SCALE: NTS SEE ROOF PLAN , SHEATHING 2X4 BLOCKING BETWEEN TRUSSES E T. A -A G.T. 4-'—_ ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS USSES (2) 12D NAILS - y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: NTS HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B 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) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 wl (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 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 KNEEWALL @ ENTRY FRONT WALL SCALE:NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING 70 ANSI/TP1-2014 SIMPSON LSTA18 MAY BE NAILED EACH DIRECTION TYP. U.N.O. SEE PLAN (TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS w/ MIN. (4) 12d WHEN SIMPSON HUC410 w/ (14) FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48 O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST 2x8 BLOCKING NAILED @ 10d TOP &BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS EACH SIDE UI E w/ NAILS OR SIMPSON H2.5A wl BEAMS TOGETHER ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED / ( 4) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 1 1/2" NAILS HTS20 w/ (24) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE REQ'D OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. • EVERY 3rd & ADDITIONAL INFO. SCHEDULE/PLAN EACH STUD -TOENAIL7—PER ROOF AND EXTERIOR 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16 OSB FLITCH PLATE SEE FLOOR PLAN FOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0° OPTION A SCHEDULE/PLAN ICAEDNBM OPTION B CONNECTION INFO OPTION C wl (3) 10d NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2"SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACHTRUSS OR SIMPSON FOR ADDITIONAL INFORMATION NAILS EACH TRUSS INTERSECTION. CB H2.5A w/ (10) 8d NAILS COMMON B M . TO POST ATTACHMENT A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Tg AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg $ FOR BEAM SIZE & SCALE: 3/4"=1'-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS CENTER OF POST PRE-ENG. TRUSS (OPTIONAL) A A Sol w/ (4) 16d NAILS TO EA. 2X4 BLOCKING END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. SEE PLAN FOR ATTACH SECOND PLY BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF BEAM IVw/ (3) ROWS OF 16d MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A NAILS AT 24" O.C. • • DIAGONAL 2x8 #2 SPF RIDGE BEAM • AT 8'-0" WOOp SIMPSON LUS26 w/ (8) 10d NAILS • MAX TRUSS * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) LU IF 2 PLY TRUSS AILS TO TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS F 2 L (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR COLUMN SIZE & TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 2X4 CONT, AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING E 2/D2 FOR LOCKING INFO) BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF g DETAIL @ INTERIOR BEARING 511 PLAN FOR MORE INFO SCALE: NTS 3 SCALE: NTS COMMON B M . ATTACHMENT g WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS OIL VARIES �-1: 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 8d NAILS AT VAINFLLEY TRUSS SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO, 2x BLOCKING BETWEEN STUDS 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. LOW THING AT STUD) TRUSS SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ ROOF SLOPE FOR WALL LOCATION SIMPSON LSTA30 w/ 1/2 PLYWOOD SIMPSON MT512 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO '� f- � 1 1/2" NAILS TO BLOCKING WOOD WALL 7- -- _ SIMPSON MTS12 w/ EACH COMMON �. � � BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ 2 MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMINGx O TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER - NAILS EACH SHEATHING ATTACHED BELOW @ 16 O.C. l X`xx STUD TYP. T&B PER NAILING SCHEDULE & - • MASONRY WALL BELOW: SIMPSON PLYWOOD ( 3) 12d TOENAILS TO __ _- `�. HETA16 w/ (9) 10d x 1 1/2" NAILS @ __.._._ TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ - SEE TRUSS PLAN 4 (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. -� --- MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER "� W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. � SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRYr8s�CONNECTION 22 SECTION AT HIP GABLE 12 SECTION 2 BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS N cav o �za rr a LU Cy ra cQ+i d- M W"" 3 ev D m� E 6 a tj 4F SRO W q '' �OQ``' w =� La. 4'• To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beadng Engineer's signature and seal. N �y s f' N a_ V iQi u� cco a coH ^ bkll J C LL LL g u-LL a a d X Z q N o ':.E fC1 ZJ _ " m Z d LL 00 d c� W ao (r) U) z 8 IR Q � � a v CD 4—J LU •U n 'I�'�• .� — — Q V) _.. w m 11 <�� s� M Ja n u zo r N Ecz F^ t6 t� g o Zm a� 0 o S� E o p z �. g 80 W z 3 wZ � ZC 0 5° az mw m� �a w o Uja z1 Q 0~ U O E Lo J LOm L m Q c� L_ F— CO jMU, M ,— rn 0 o °' N M v ) m Lid 0 C37I Li. N O 0-) 00 cY) C7 Ln ai cY o al z :3�'.! E w a E 0 JOB NO: 23-00520 SCALE : AS NOTED SHEEP' NO. D1 -- -- -. I I I II III i i — — — �—' ll: t' Q 00 N L0 LO 0 vI"• A�A M 0 Q J N g C-4 d 00 LO v v- v� Q C) g LO N LO a Q 3 e C] E LZ N 0 i 0 a o c� 0 a N 0 N 0 0 -o v A (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 6 SIMPSON SP4 w! 10d x 1 1/2" 10d NAILS BENT OVER TOP ( ) (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 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS "x8 @ 24" O.C. —EXT, SHEATHING MASONRY WALL d BELOW AND ALT. ---- CONNECTION. 2x CRIPPLES @ 16" O.C. -(2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE / / o 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA, INTERIOR HEADER DETAILS lin FLOOR + STUDS w/ 10d @ 2 - 2x SPF TOP PLATE () END OF SILL. MAX. () ( ) 1 2x SILL PLATE W/ 2 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS ° 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE ®7 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM 77 SEE PLAN •• ' ° NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS 2X CONT. RIBBON EXCEEDING 6 FEET. O SILL x1LA2'�CLIPIEACHOSIDE 0 w/ (6) A SIMPSON LS30 w/ 6 10d x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @END OF ••°• •�' CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL REQUIREMENTS 1-1/8" RIM BOARD �; TO HORIZ. �f %'` BLOCKING APICAL BLOCK LL FLOOR DECK INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w 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 10d 8d NAILS @ 3" O.C. WALL SHEATHING JOIST SEE PLAN /- %' `�- TOP �% (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4 x2 I -JOIST SEE PLAN TIE BEAM PACK w/10d NAILS FLOOR DECK @ 8 O.C. FLOOR TRUSS/ I -JOIST SEE PLAN w/ (26) NAILS (G.C. TO INSURE SOLID BLOCKING _ TO RIM BOARD &2BOTT.00HORDS 1/4 TITENS 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. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT, CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO 2 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOOR 3 HEADER CONN. 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR ('� SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 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 �i NOTCHED AT HEADER LOCATION (2) (2) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN w/(18) OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT ) A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH W/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. �D SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER G O 5/8" A.B. 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MST37 CONNECTION SEE PLAN @ EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS SEE STANDARD HEADER DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7° 2 x SPF EMBEDMENT PAST STEP. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) PLATE SEE PLAN MORE INFORMATION 12d NAILS AT 6" FLOOR SYSTEM OR BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ 6 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B B C W/ 2 12d TOENAILS T/B O (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. ' '`� (2) 2 x #2 �. WALL 24' O.C. H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 _ __- �- SILL (MAX. OPENING WIDTH 4 FEET). OR LVL GIRDER ;� @ SYP U.N.O. �.. ) EWALL OR BEAM WALL AT EACH STUD AT HEADER / • ) �• IF OPENING IS GREATER THAN 4, ...._, JAMB CONDITION OR IF BUILT-UP ' (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF ;' FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD " A SIMPSON LS30 w/ 6 10d x 1 1/2" IS O TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T & B ' AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. COL. SIZE 2 x 4 #2 SPF STUDS g O INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" BOX HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ) ANCHOR BOLT w/ (2) 2x TOP PLATE EE PLAN E F S NP F 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) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM �� MIN. 6 EMBEDMENT (2) SIMPSON LSTJ2 w/ 10 10d () NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w! (12) 10d NAILS AT 6" SEE FOUND. PLAN FOR FTG. REQ. H� STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS °' -- - - - -- TOP AND SIMPSON SP1 w/ 10 10d - -- - -- NAILS AT BASE ( ) NOT REQ'D TO HAVE CONNECTIONS. ' P • ' "PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. @ 2nd FLOOR FOR FTG. REQ, 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER s 2 STORY COL . a� GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. 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 NAILS (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) 10d 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/STUDS DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d 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) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS -SILLPLATE 2) 12dTOENAILS. EXTERIOR HEADERS 3" O/ N 2x CRIPPLES @ 16" O.C. @ END OF HEADER, SEE 1 2x SILL ° �TF �<'k� 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/54 FOR REQ'D JAMB PLATE W/ (2) 12d TOENAILS, OPENING LARGER THAN 4 ft (2) 2x • 8T TOP SPLICE tiJj� OA (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2 EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD 8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS —(2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ° SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ,'; W/ (2) O Cd NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK O° 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 PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT, RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. a 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL rjj_-� 10 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. CV2 ca co Go u I� CD o C= a N CI Cv �.�tjW N Q� c E n f© ��ow 1114111//�� FLC��`�: Illlil To the best of the Engineer's knowledge, Information and belief, the structural plans and spedflcations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I r Q U o 8 8 N p co N r �MC-, 1 ll LL W LL 52 Lu CL l3 '., H c� �• W W 'N 4 1 ova) m J Z Q = N V O W ❑❑ 0 Lo N M OD Z o U) N N — m0 4-J U c) � lU � —� O v) I� w I— LU E url Y (Ma W rL �E p 20 ° ¢a Fr°• ro � g XU - � v QU g E CO � n� a, � L W wo aw U �m � � F 7 4W _,0 �o J U W T > m OLL u aQ a W �� z 0 Lb L0 L0 m 0 LL I-- CO � �O M CO Y � r o a) N Li] m w-- o U) n 0' o 00 .� c� t=7 LO N N c /� M Z z E N a o U j Q p JOB NO: 23-00520 SCALE : AS NOTED SHEET NO. D2 I ''TI T l --'� Ili ' I Ii, � i r::-il- r Iif.I� II - - C14 04 l a) C14 1 R E l LZ 0 l S14 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER A WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER TAPE::,� EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4" V BEAD OF CONSTR. (0. 6 Cm : 30.5 cm) include flashing as described in Section R703.4. SHEATHING L BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance, The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMBLED WINDOW) 11 E,4 41 11� NAIL BRAND OR EQUAL WEATHER EXTERIOR '14 MLS CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING of draining to the exterior water that penetrates the exterior cladding. WEATHER RESISITIVE SELF -ADHEIRED FLASHING BUILDING PAPER BARRIER SEAL TOPS OF JOISTS WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or Tt L UNDER DECKING SUBFLOOR (SEE DETAIL WP07) other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF -ADHERED FLASHING horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUXTIONS: No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and I � Cut, fold up & temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape A V R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: FLANGED WINDOW MN SELF -ADHERED FLASHING SELF -ADHERED FLASHING M-4 Exception: Where barrier that is has EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER the water -resistive applied over wood -based sheathing a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING A. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASH:NG,JAMB & HEAD NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETUR��N FLASH NG SEE FLASHING SELF -ADHERED FLASHING - applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMU - MASONRY BLOCK Up JAMB 6". USE LIQUID NAIL BRAND FLANGED VMNDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) 3EALANT AT 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 ANDOW BUCK TO EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTM C 128 1, AAMA 812, or other approved standard as appropriate for th e type of sea la nt. Flu id -a ppi ied membranes u sed as OUTSIDE EDGE OF MASONRY WINDOW BUCK VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings -2) SEALANT JOINT FROM 5)SEALANT INSIDE EDGE OF .......... THRESHOLD shall be installed at the following locations: WINDOW FRAME WINDOWBUCK ACROSS WINDOW BUCK \ I \ I � I � , SECTION -A (SEE DETAIL WP02)--,\ \ AND EXTEND TO WINDOWIFIRAME I , W..� 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 6) TOOLED SEALANT REQUIREMENTS 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the BEAD BRIDGING 0 following: CLADDING AND WVIN OW FRAME SELF -ADHERED FLASHING 5 1.1 'The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. NAILING FLANGE 1 2 @ SEAL TOPS OF JOISTS 4 6 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for DO NOT FLASH OVER BOT70M NAILING 8 UNDER DECKING (SEE DETAIL WP07) 1 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods, SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING 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, FENESfRATION 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. "A Ground7 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 77 SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. Z=. 6.6.At wall and roof intersections. #4 01, 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 HOUSEWPAP PATCH STRUCTALATH TWIN TRACK 2.6 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 4 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE 7/8" Cement Plaster "V'SEALANT SOCKET WITH JOIST TOOLED APPROVED SEALANT SINGLE WOOD BEAM Foundation Wall 4 in accordance with 7/8" Cement Plaster JOIST F BELOW HERED FLASHING A ASTMC926 in accordance with Z/ SELF -ADHERED FLASI 4 4 ASTMC926 2 4 4 Felt backed metal 3" MIN lathe in accordance Felt backed metal L SELF -ADHERED SELF -ADHERED 4 with ASTMC 1063 lathe in accordance FLASHING FLASHING 5 Building Paper with ASTM C 1063 Building Paper 7/16" O.S.B. sheathing 7/16" O.S.B. SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED sheathing Metal EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Installed As Per Manufact. Specs. PRODUCTSDETAILS -STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom of bottom TILE FINISH cauk F- DRAINAGE PLANE (DP) WEATHER RESISTANT DRAINAGE PLANE WRB BARRIER (WRB) Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK W > BOND BREAK WEATHER RESISTANT BARRIER- ----BOND BREAK WRB SELF FURRING (SF) LATH 1 1/2" to 2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) DO < PLASTER ACCESSORY - -OSB% Sheathing Installed As Per SF LATH SHEATHING, PLYWOOD, DENSGILASS I Manufact. Specs. 1-4- PER PLAN ;2� Detail Instructions Refer to the number marked as9 in each detail that corresponds to the V-0" PER PLAN 44.. WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF 1/2" Cementitious Cement Piaster Decorative Finish 4 numbered items in the list in structions below: 1. Install flashing in by SLO E FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE in accordance with ASTMC926 All inside and over wood 2nd self -adhered order as shown numbers 2. Install flashing and weather resistive barrier to form water shedding 8" CMU F-4-- /> outside corner will r-il floor need to be miter laps 4" OR 8" CMU cut and caulked all 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, (PER SEAT DEPTH) FILL WITH GROUT Z STRUCTURAL FRAMING J buttjoints need to LJUL.42ulked using embedded in the adhesive layer) - for ease of installation and to STRUCTURAL SHEATHING Stampede or Sim. THIS GAP IS A RESULT OF for minimize scoring cuts 4 LU CL LLJ 12- PLASTER STOP NATURAL SHRINKAGE. ---STRIP OF SAF caulk all 5. Remove all release paper per standard installation instructions and I- U) U) DO NOT SEAL. CONTINUOUS BA DRAINAGE PLANE WRB CKE;�� adhere to substrate using a square piece of flashing material (6" x 6" LD LU ROD & SEALANT DRIP SCREED PLASTIC oil Minimum) 4� SLOPED MUD BED UJ LU CC ACCESSORY BOND BREAK WRB \ -r- 6. Fold as shown by arrows ix I SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN LU U) LU 0 T: 8. Mechanically fasten 4 W S Z\1 Note: as necessary 15 1 The building paper and metal lath must be SI-OPE Cement installed over the top of the weep screed. PLASTER STOP Plaster A CONTINUOUS BACKER ROD over block < & SEALANT 1 st floor CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SCIFFIT/CANTI LEVER SCALE: NOT TO SCALE C%a CM C%1 am ce. Ck- C_ 14, C4 Jig W CL 0, -!5 C11) To the best of the Engineers knowledge, information and belief, the structural plans and spectfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural englneedng portions of the drawing pages bearing Engineers signature and seal. W 0`1 co p 04 .9 R CM, 0 ., 7� Z M LL Lill D. _J '0 = CU �a 4 .L §AR0 W LU CS L4 00 0 U') C114 Z cy C14 . , < 0 (o.) Z IN rn 0 El CD co CRON 79 < 116 11 U) cl, CD L.Li 0 LU < CD �9 C":l __J 0 L.L. E ag: Ct E W 9 ., no Z ZZ W M `lr 1_U 0 ZI 0 0 0) (D > LO LO LO (D 0 CL (0 ICU N :3 CY) CY) Ise all, C:) 0 IT- W 0 M co Ir- < 4-1 4-1 0 U) 4- co C) 00 CY) d LO 00 -Tt Q r- (0 04 E f Z Z E U3 E 0 0 0 _J �w 'a 'a (5 < 0 1 (D _J JOB NO: 23-00520 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 Gauget +V2'x4-112'x2-12' Back Cross Support (may be Cut to W� See Anchor Schedule Right stack6t(16Gauge) 10" Na, A3 25 ffyp) 145elf-Oril ling 10-5,1 A/C Unit 8,mukrit Ed9e I Hurricane Wap Walrhen (Typira 1: 3 io front) Front Cross Support sewt6ckiq Nuts May be cut to W) Left Bracket (16 Ga uge� N 14 Self-DrillIng 5Cr*V6TlhrU Bra(ket$ 8 SadCrciss Support Into AIC Unit 8o"orn Side (Typicalt 3 each side for hurricane use) INSTAIIATION INfORMATION ftliwed avleaAlic "on linailklest Florida Department of Business & Professionsil Regulation Per I off Building Codes and Standards I z?l W2021 Product Approval Application Detail D96 lernity, or M 2u Ratzol" Afalt MM version ftswm QW.W Knaltarter & U0011to volidadial By, VAIldrelid *."tried f0qalitimyg Approye Now Affirmation 20f!d Smort Vert Prcoucts, Inn, Wheel Gartain HOTM05 r, NOreTO PZ. Looks flumuen P2, 12MO/202) 12)1012020 12,20=20 Appr-d tatearow: auructuraftcmponent5 (1577)441-00 PF,73778 suboxecilow. Product$ Introduced as a Result of New Technology C..PI14"" elothp&. E.I.olion Report from a Florida Registered Amilitoo a W.orsod Flialc% selocrol Efighl V ArarraVedfor.Uly &gREtyia[&Mft nk% Dwort rallan Did, In HVHz flullitivit I arn:rtV4ht Modal V 540� 510 call Functl On P lood a rd Ventilation vent 1213142023 y . yes NIA 41 OOA 100 2 San rtV#nt Model 01440,511 Duel Function Flood arld VonflauQn Vent 1213U2023 yes yes NA -100/.100 $ Sm"Vont Model 01640-520 Insulated Flood Vont 12olQO23 yea Yee NIA -lookloo 4 nnit'Vent Model OiilIM21 1-1116d Flood Vent 20 r2oze YiO. Y" NA *1001,100 0 Sm:rfvn� klodl� 011140-M24 l6&isd;G.iufje Door Flood Vtnt i2131112023 YN. 'yo WA WA 0 am nVon Mode 0154M70 Wood Well Insulated FloodVent JMV202a Y" Yet NIA .1 00/1100 7 elm.,W.nt A.11sl #1540�S74 14,611quo; Ginal, Door Flood Vmf 42r3i/2023 Y�. yes N/A `IJA Flo dida Depa rtrial rit of Business & Profeasslonal Regulation Building Codes and Standards Product Approval Application Detail Fla. 1 el MAIM21 cQ6 lonfity or M M l2at Longing 2" 1= Vatiflim Corneal Vandalad 81joMitiod frik6alarroytil awigm a" R.Iliot 20n Drexel Metals. too, Jason Shinnan, Zachary R. Pilsol Locke 8owden RE� 011/10/2(120 08MR12020 OWW020 1014=0 Af)larova4 Cologory: Roofing (5u2) :no-15i i P12174621 (334) 300-1600 Sobcalogory-. Metal Running founstoodrexrnat'.0m, Complanot Method: Evaluation Report from a Florida RiaaViirad Aoliftect or o Lican ... I Florida Prolonslorel fidgineer Wally Assurran: joithei Defflon Alf" PCoguot 2"orlAar, contriiii In HVHZ outside HNHZ 1 01.401 Miss ROOIng systerrs OMr laoila ovic 150m, 0MG 17m, natc,zoors, yea No NIA .01-186 ONC ffv Florida Department of Business & Professional Regulation Page 2 of 4 Building Codes and Standards 112M2022 Product Approval Application Detail 51 Q" 1va varalon Lknoug, Valid vallittatAg isulant I FSC ApproVal APpT,2yp0 Revision 202q Thailme-Tru Corporation Stovajdaperson don F. Schmiditt RE, R,111 J, King, P. L11 04110/21321 1213112020 IW2=21 qajoa(2021 Approirod Category: Exterior Doom l800) 043-7626 M.45400 Subcategory: SWniang Exterior Door Alkaornollies Njosp-O.&Iliennietnuco Gore PlIsmov Method; Eoluotlorl Roportfr.m . al Florida Registered Arohitootura Licensed Florida Prolaselonal Engineer AgoMmoofitrUan AwroVoillogiLls IMOM Design ba Proju.tadll burJOLOrAm I I-= Outside HVHZ Resistant Pressure 1 a Therrna�'Tru r1btr-Classic and Smooth -Star M-01= ot:Impac*uot; Opaque 42131t= No yea Yes N/A C.mp..It. Edririb"Was Single Dcor (Inewlivrourtsw I X fl� 10 g`a%ctt&qn-)t; 2 It, Thseirnz�`Trrr ribor-Clastilt and Smocith.star Nominal 09#30!,nA quwotAtr Opaque 12r3lrA22 NO Yen US N/A Compo5ite Edge Fiberglass Single Door with sidolize(s) (InaWng1O0aWnej: XO. OXOr OXO f1gun.u.ns) $ c. Therma-Tru Rogi-Classio and Smooth-Suar 'O"I"d ltotia pa "0 11 a '4 12M112022 No Yes yea NIA 'M C.mP6ziteEdg.1, , Dlu1I.0oorW'1UhQOr Wthout$idelit"(In*�iingiOutsWng:)C(orOXXO continuations) 4 d. Therma�lrru Fber-Clabsic and Smooth -Star Nominal 80 &quot�Impactitciaot; Opaque 1213112022 NO Yes yes, NIA Composite Edge Fliberolleale single Door (orWrtg/Oututwing; X configuration) 5 a, Tharma-7ra Fiber�Clpsalc and Soldoth,Star Nominal ssfta9Q &J:uot;impactsqaxit; Opaluo 120112022 No yes) yea NIA Compoisito Edge F1 b"Issal Single Door with Sidalke(s) �I, swilgMutsW rig; XO, OX or OXO configurations) 6 f. Thermse-TrU and Smocill-Star Nominal 09#39rO &qUO1;I"cr%qljot; Opaque l2iai=22 No year Yes N/A EdgreFlibei late DOW. Door Will or ImewT61tes Or OXXO configuration,) 7 g. Thermw"fru Fibef-Clasino and Sirrooth-Star Nominal 6611 ilqua�.Innralmtfaqukr� Gazed 12rJl/2O22 NO yes You NfA Come taE thergluess Ginnie Door 11A.,wralou X configunati.a) 8 lh� Thormai-Tru Plber.Closelc and Smooth-Stgr Nominal U039ill &quat;ImpactAtunt, Glazed 1031)20Z No yes Yess NJA Composite Edge Fibergleras Single Do.twith Sidefift(s) Q na,,A rigiChilteW ng; XO, OX or OXO 0 1, Therma-Tru Fiber-Clasaic and Smooth -Star N."mon' fisa*'S u-i .. lW1M22 4 Gr NO Yes Yea NIA Octagon. Edge bqr;i=IoqI. I. Idh 0 r M v4hoqt sideline, (Inswinglourtswill )0( or OXXO configurations) 10 J, Therma-Tril Flbor�Olasalc and SmDoth�Stsr uotot3lazed l2t3in= No Yes Yale NIA g a D or C=48� Ed 40 9 in Sjel� 1111 on .tgwlhgl X obirliouration) 11 k. ThermmTru Fiber-Colurea and Smootill Nominal UP39:0 &cuOt�mrpaaMqucl Glazed 1213qn= NO Yes yes NIA Composite Edge RW91992 SNIO Door with ,9idolua(s) (Inizsing/Outowing; XQ, OXor OXO configurations) 1:2 1. Tfarmii-Tru and smooth-Stor Nomlmsf SU3Q;0&qUot:ImP;at&quot Glazed ntall2c= No Yet Yee NIA cc Edge Fiberglass Double Door Will or vvit=elitex (Inewngloutewng )C(or OxXO n.rifig.rdons) 13 art Thorm&`Tru Filber-Classlo andSmooth-Star ""' 0 "U'd1h Nom 'm act' t; Glazed Molded i2131=22 No yea yea WA .,an 0.=. �t,. Single bacn (Inu,wrjg0O,l, 11 configuration) 14 11. ThAM12-TrU and SM00th-St2r Nominn! n411,,,,�a.lrTp.cdludL Glazed Molded 12131/2022 No Yea Yet. WA �Oruj open Comp, fie Edge j�brsglaaA 11 Is Door vAth Gazed Melded Open Veltv(s) (I 12r 9/6utswIng; X0, ax " OXQ ounfigumb.mi) 15 o. Ther.P.Tru Fiber.CWain and Smoom,8lar Nominal 69'13@ "a &quoLl mPQQt&q"Ot� Gazed! Molded 1213IJ2022 No Yes y N/A OpOh COMigoafter Edge Fiberglass Double Door with or without G Is, del OXen 1111,eflles lxwal�V jImsiang/Ow " �,Oro . 1 16 p. Thor�a,`Tm Fib -Classic and Smooth�Ster Nominal 61103gS $,4uo1::Impoct" IZ11101-nal 1 W3112022 No Y.. yes; N/A Composite Edon FI burgess S Ingle Door with' Moldled 0 pan Sid elfes(s) (I nswin giO vtsw ng: XO. OX or OXO configurtutiQns) 17 9. Thmnria-Trw Flbor4tasslo and Soloth-Star NOmIr&I 061130"' t&qu.t; Opaque 112WP2022 NO Yea yes N/A Composite Edo6 Ftero"I.1mpoDlouble Door Wth or Wthout Glazed Molded Open Sidalites (IhaWng1OUtaWIM9�,XX0rOXXO 001111OUrAtIOMS) Florida Department of Business & Professional Rogulation P.9. I uf I Building Codes and Standards las"guzi Product Approval Application Detail Quells wilu 0 = gets Pending no MIAMI Wollpil, alarturfacluror contact Validated am vig�L FIICAPOmol AwKwil EVA ROAVIOn 2020 PGT Ind.Wles, Jose R..VOkl 51CO - CER Miami-P.dv RCCO -VAL I v1swN 1 0=020 1112V2020 ApprMal Cat.gl Extorl.r Door. �941) 483-0100 (M) 316-25M SuinCabigory; Vidlif; E.W. Door Awb1l.. jros0wakI@P9tIndUsnaQ.a Gbarsolinfl.. Method; seltifivatelf Wli U411nil 4,413 iveeniott" 6 ApiTrovedforrUse, Appro.endfaro laffm polo or tomm ftaosal Description 921.1 in HVHz Winds HV xeshit.rt Prognevr, gggtAwi�mumbor To (L' 9. ".Wtmp.d) Vinyl Slkl�q ol�.t Door OQW2021 Y.s ye, Y., NIA August 10, 2022 P'FnX%^J D"UCT APPRO""VAL SPEC";3FILCATION' SHEET (2o22) As required by Florida Statute 553,,842 and Florida Administrative Code 913-72, please prWde the inlbrmation and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying Irbr a Catego!WSubeategory Manufacturer Produlat Description Ap anproval Number(�) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherTn FFib-er-Clas,sic IFL20461.1 112/31/2022 A. SWINGING aTru r_Cj and Smooth -Star (NON4MPACT) +67.0/-67.0 psf ThermaTru F! ber-Class1c and Sm ooth-Star (I MPACL) FL20468 +67.0/-67.0 psf 1.2/31/2022 Therm allru Fiber -Classic and SM oroth-Star (IMPACT), FL20470 +80�0/-80.0 psf 12/31/2022. B. SLIDING MI Windows and Doors Series 420 FL1 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 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7 FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/810;0/8200 #1123 (16X7) FL8248.10 +30,0/-33.,5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248,11 +34.41-38.3 psf 12/31/2023 D.. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors F Ll 1537� 1 N/A (see In 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60,,0/-60.0 psf 10/8/2023 PGT Series 5500 FL239,.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 _psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351A +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10120 FL1 1161 +30�0/-30.0 psf 3127/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/2512031 C. FIXE D MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 p�f 4/3/2023 PGT Series 5,520 FL243.5 NIA 4/3012025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/203 1 D. MULLION MI Windows and Doors Series, 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Sidingand HardiePlank Lap Siding FL13192A - FL131912 NIA 1 2/31/2023 B� SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 -FL15272,,2 +7&0/-75.0 psf 12/31/2023 A 1pha A lum I num, Inc., Solid and Vented Aluminum SoMt FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HINGLE S GAF 3 Tab, Dim ens ional FL10124,1 NIA 12/1612022 B. UNDERLAYMENTS Tamko LIbr Shiny -lie Roof) 151b Felt Underlayment FL12328 NfA 6/2912023 Pl,yglas,s USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents, FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10, FL21580.3 N/A 12/3112024 Lomanco, Inc DA-4 Exalhost Vent F Ll 7202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING 11LES Boml Tile Villa 900 FL7849.27 - FI_7849�28 NIA 12/3112025 Boral Tile Saxony 900 FL7849.16 - FL7849,20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, 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 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 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 FL! 999.1 - FL1 999�4 NIA 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 FL6527A - FL6527.5 NIA 3/311/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630�r15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels F Ll 774 NIA 5/25/2024 Florida Department of Business & Professional Regulation Pagel 013 Building Codes and Stondarda 1012022 Product Approval Application Dotalll KnIltv or Dim Date pending IND-6 =1 walifagiurif, Gorillas Engineer until vallital2d VAjIdjW bijbIrilled F13C Appro4l Approved MAULS Rwiafl.n 2020 C14vton 811,10 Ifful2sal Lyndon R Schmidt, RF� Ryan J. King, P.F� 07123/2020 07MWO20 07129020 10113=0 Apprwed 0.1 - (spo) S. 11 PE-43409 (81�) 787-0555 lubo.4-9,1Y. draw Door Aseembles, 93respersomothermotru,co lgnob Matill Lvaluation Report from a Roolitsered Archlectora Licensed Fiords Pr.f.iisionstolvineor AnorovedforUng AnsrovadiforUse Sam 9 PcRg sici MoggL flu-44,r or N-Mle Prefulgo Desecration Con"glExpirstion Be In Hv outside HVHZ pressur I u, Therina,Tru Fibrar-Clossic and 8moodr-Star Nominal O&OSeS ftso0meact4quot; Opaque, 12/3112022 yes yes, Yale NIA Oompowte,Edgt: Fb" single Door X configuration) 2 p, Thierma-Tru FIber-Clas9k, and $rnzorth-Stuar N."'fe, .. ZdUmpactAquot; Opaque 1 W�l 0022 Yes Yen yes IVA Oomponle Edge Fiberglass Sirloin DODTWth sidolidi(s) (Itleasmoloutswo; X., OXorOXO configurations) a 0. Therrol ribler-Ciankeo and Smooth -Star Nominal 6&#39,,0 liquct,irripticAquat: Opaque, 1 VW /20r, Yes yes Yea NIA Composite Edge Fiberglass Dou ble Door with o r without Sidallues, XX a, OXXO configurations) 4 d.Tfierma-Tru NomInA I 56403RD a0uot; mpaCtl!3,40t OPMques I Wi =22 Yes Yes Yom NfA Composite Edge Fibe(olass Sliele Door (I nwXnu/0ul",irsl;,X configuration) 5 ft� Thpoinks Tnr R L-01M..10 and Smooth �fnar N 09 mpinshr(Edas.Fitbarg.1 as.9.9 no Is Door Wth �XQ Sidept, InaW 0 0 W , OX or OXO configurations) 0 f., Thomrai-Tru I'llbor-GuesAle and Smooth-Stor Nominal 88439�0 &qUot�mrg=uol� Opaque 171131=22 yes Yes You NfA Composite Ed ;eF)bargj;ss,.wi a Door imth or without trus �nawin 0 ng; XX or OXX0 configurations) 7 g, Thasnri�Tru Fl borClos%jo and Smopth-Star Nominal 6&#3g;8 scluck.Implactli,qual: Glazed 12131=22 yea you yes NfA Composite Edge Fiberglass single Door (Inawing/0"aswing X 11figurallon) a h. Thormet-Tril FiborCkeesic end Sraxooth�Slzrr Nominal WW6 �L�z InnaactkuDI; Glezod 12)W2022 yea yels Yes N(A Composite Edge Fiberglass Si%o Door with �1:1 , X , OX a, OXO loutowng. c 1��I:r:no!,Ilzwill 9 1, Thvrme�Try SmQoth-SWr Nominal 8&#3g;8 kwoOmpaoAquol; Glazed 1201=22 Y" Yes Yes NIA =eall,e E1,.eiFb" "'a's 0 0 r S , castle o.sfigor.k.ne) in I "Thorma-Tru Plirtir-Closolo andsmooth-Star Nominal 6A#$o;0 4uot;Impacr&qa ot� Glazed 12)�IJ2022 Yea Yes, Yea NIA Composite Ed 0 Door Orion) 11 k. Thalmo.Tinu ffoarCassda and Smoeh�Stsr Nominal U09,0 8Aucit: Impactif,quot Gioxed I W112022 Yes yea you NIA Composite Edge Fiberglass Single Door Wth Sidelkid(s) onsWilijiOutswing; X0, OX or OXO "02.urahons) 12 1. Thormp-Tru and Ornooth-Star Nom ii�8&,#30;08�quot;lmpitct&quai;Gluod =Edge FliborglaeaDoubla E)=Wth or 12J$1/2022 Yea Yale, Yog NIA allies �InmmgfQut9wJng: XX or =0 configuration a) 13 M, Thermse-Tru F)W-Closglc and SmOolln-Star Nominal a "I'll, I 1.1�1)11uxl us, 1 F`1 11011; 12J�4)2022 ye. Yes yes NrA 11194E11111 �Im oompotil a'. lar, S.SI1 1. Ath Sidielfte(s) XuocGXOc7figurati nsi� 44 n. Thitntll RKAP.GlAsllib And W009`�Sttlf 8 c�O "113f), 16 a tilique 0 q I Z31 Q022 Yet yea, yea NIA Composite u h4p acor =Oaarg��sa . Sjd�o uuot�No - qu lites it nswing/OutsWrel; OXXO configuration) I o; Theatina-Tiv Filbor,01mmic and snnwth�Stx No Opaque 12J31 R022 Yes yos yos NIA Cc P.1bargiaps S nplo Door Wth ls,=EdP9,o st 'al q0 ; $1,10ilta(s) (Inu,wing/Outswing: XQ. OX or OXO configurations) IS p. Thermo-Tru and SelsounStar Nominal alf#311,0 &quotlmpgct&q Uot: ap%Uha 12131=22 Yes Yes Yale NIA Composite Edge Fiberglass Double Door aquot;Non-Impact"Sldelitm(InaWng/Oute*Ang; OXXO con"'unts"o 17 TIham,.4rW PibrXI;e.%W and smaxth-St., N..In., ..'s Op2que 12J�IQ022 ye. yars No N/A Composite ceigle Fliforilhesse, Single Door 18 r. Therroa-Tru I'llow-Clsissic, and $mooth-,9tar Nomin, N.n.ln quot; Oneidas 12P3112022 Yes Yes No NIA Composutit,�I,, I'llea.,le; gle Door with ... .. " "Ta.'rolOu " ,!)n,., .11 or OXO ml 10 0, Tirlermir-Tru r:&.r-ClawIo and Smoot"ba, N.mi:n.-A a,-l-NOa;1=,uo" Ope'u. 12JaV2022 Yes yes No NIA Composite Edo. cop with or "st'"t 6 a ' "'I'll'Outowmg; XX or OXXO "" .n1guis�'Icrise' 20 t Therma-Tru Fiber-Claresid and $mOoth4tily Nominal 8&,#59:0 0quOt:Non�Impac&Quol; Opaque, 1MI12022 Yes, Yea No NfA Composite Edge Fiberglass Single Poor tinwAp91Ouheo/ing; X configuration) 21 u. Therma-Try Fiber-ClaWO and Smooth-Stur Nominjl 11111�1,8,br Nic 1, 1 mplactsquot; Opaque �6,g 12JIW022 Yea Yera No NIA '11. C.mp ;. a S%Q Door Wth Sidelite(s) (InwWrelOurtswing: X , OX or OXO 22 Tho,m.,T- Fib-iclisoi- and Lim--th,*1 confounallonsi 'o,111,11 q.,oti.No1jtai;lSue' q-- � IV31/2114 yet, Y- No NIA c " S a , D.o�lh'w c m, on without Sidelites, firlowng/OuteMno; )Mgr OXXO oonfiguardnonf,) 23 w Thernnal Flibor-Omido and Smirptfi-Star Nominal OWU Gloxed IR,131/2022 you, yak No N/A Campo6ho Edge Fibegliseas Single Door (I nriewmW.O.owng; X configuration) 24 x. Tharma-Tiru Fibeir�Claziek4hd Sfflooth�$tor Nominal e8M9:8 ilquotNon-ImparoAquot; Glazed 1213112022 Yet, Yes NO NIA Composite ShgI. Door with 'Id.kalls) �InsWrgoilt.� not; XO. OX or OXO corifloundions) 20 Y� T herma -Tril r Iter-Claisac and Sm6otb�tgxar Nom 0 a �wuotjlaNson�ioiuptoc'thquan; Glazed met 6&#3 :FI 12t31120W Y64 Yes No NIA composite Edo or Wth a, 9 2 rks Do VAthoutSidellties, (InSwIrg1OUt%wIn9� XX or QXAO .o.fi2wrvdJ.ns,) 25 T. Thentrui.Tru Foor.ClArrudo and Smoolh�lslnr Nominal O&JI &qUot;NonfimpeotAcIuOt; Glazed 12f3l/2022 Ya. y" No NIA composite Edge Fluergiose Single Door (LraWng1Outa0ng; Xconfiguratioll) 27 zo� Threrma-Tru Fluelt-Classa: and Smooth -$tor Nominal Glineedl lmf= Yet, yes NO NIA Compooits, Edge Fiberglass Single Door with $idelbf(ii (Inewswoutownig; XO, OX or bXQ configurations) 28 rb. Theirna-Tru Filosa-CIReeic and numooth�Star Nominal 8W9:0"N�Impac;Aquoc Glazed 1213112022 Yes Yes No N/A Composite Edge= Diduche Door Win or whj)Out $idelit" utswing: )01 or OXKO Florida Department of Businsiss & Profassional Roguiliation P.O. 1 of2 Building Codes and Standards Product Approval Application Detail 218h 1011ty or go AU 00I Pending P&MI 'Im un XK" users, XWLUW" Stinglideed EBQ aggroval Airatone, ada Ro".. 2020 MI VVIndows and Door$ Brent einnoer LNIS Roberto Lomas Steven M, Lich, PIE 1W612029 10108,2020 lifila,2070 12t1=020 Appr-d Usually; Exterior Doors (TIT) 305-3300 PE-02014 (717)31T�8454 llsacalog�. Door Assemblies %:1111411 b,mingaaaMMiLoom 11�.Ilar,,,O� an I,=,. or .". Florida Ort U Pofin.%enid Engine. Applifyodbrihno Arair9yed for Use know P99911:1 son 10 in HVHZ outside "V1114 lt.sitlemit PLyk6uro I SRRINS 420ALUMINUM 9,CO SERIES 420 ALUMINUM SGD OXO IWI)2024 No yes No NJA NON -REINFORCED 2 urraFt; 420ALUMNUM SGO SERIES 420ALUMINOMSGI) OX, XO . 12V31/2024 No yes No NIA 904w.4.004I NON-RONFORCKO 3 SERIES 42QAtUMINUM eW REINFOfICKQ' SKRIES 420 ALUMINUMaGO RiflNFORCED OxO IMI/2024 No Y., No WA 146,314rw.txmquirt� 4 SERIES 420.ALUMINUM OOD REINFORCED SERIES 420ALUMINUMSOD REINFORCED OX IMJ/2024 No YO$ No NJA XO, XX9S$qNOrxsl&quqt; SER!M420ALUMNUM SGM NPINFORGEO SERIES 420ALUMINUM SGO RNINFORC�D XXX IM112O24 No Yet No NJA 14Uq.x2:.9(nI Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.,. I e2 lw�ml Q1111 Brettly or AWA W 91" Zia ytostoo Nano . "turor contact Submitted Approved RAM RoWslon 2020 wayn.D.Iew, . dim,lour rov..h.ed Door 0W.Yno K"M John, 9, aireta!6 jq"yp Am.e.. P,E 1011212020 09=1t2O 1012wm 12MEV2020 APPrWOd l3$01761-Wl PE,51"7 (604) 821,5200 a- 0, -a decarnsho-yrre-daltanc Q.01'Ansthnial.1 QM cumphimen assume: rValuotio, Report fro a Ponds Refilidesid Arehltsot or a Lloamsed Fluids aurally Assurnass, A.Q= Dan A,,r,,d far Use colli'm lifflif Product Model, Number or Nestle Outside FVI1 lieshil pressure 011105 Mrai Idth, 14031); Max heilght. GI,21,9 12131NO23 No Yo yes 131.000�,Oo 4YAl ebto In too Of hienevallato seei 10 166039; Max width, 14MeL Mex height, 01ping 12131,2923 No Yts Yes 90 fiveilffut,16 In top or rteptialtau, section, 11 00110161 DOM200 41124 1640391 Max wtdth� 14giirfilr Max height. Glirzing 121M1202!1 No� Y" yes -34.40TW30 A,asleblo In top or intermediate section, Florida Department of Business & Professional Regulation e.g. I of I Bulliclinig Codes and Standards 102021 Product Approval Application Detall gQA Entity or latt j2ml 90-EMOM im X61111 vissa., inansfintaner QW14121. Validated By Wanted submitted FaC Act) Will Angrue a" R.�W�n 2U20 conflict Division of AADG. Inc Tom Rellily QLLLC Troy Bishop, P.E. 1211 W2020 IW(Ilnmal IW2112020 APProad Category; Exterior Doors �641) 404-�1113 ti)64) SIT-08130 Cla"ll Illedor000rCompon as caronjar,.%..D(�'091f1kIaIOft Work Or Using m OU911W AswrAme ApresesualfQ,tily Anisroesid for Use Wriussit 20110 RiOduat piet"Witt. , ': Da In HVHE Oubido HVIII4 assistant pollowni 1 SOT, t4�(, 16 T; 7M on a 84? $1l and P ek, d flu di, Gazed, An d loaysrad sIn ale, end P. h or Yse Yet Yes WA o4ors hollow metal dooril. Florida Department of Business & professional Regulation flout I of 2 Building Codes and Standards Product Approval Application Detail Carl. all X go. AsdA 20L.2mignal lool ymian manufacturer content minger & uperea, valleli vaildtaiml autimliold Par Applaui, 6912130ast A" ReVision 2020 Nil Windows and Doors Anant oifillgor American Architectural et"ll M. War, RE il;17/1,020 11117020 11tZ719020 Appromil corollary: wildoies tyl?)U11-5300 el.nufectaper, AweloWn 4711f 317-8454 subcategory-. prio[e fol milulngeramwd.corn COMP11064 Method: ConietWell Mark or filling Quality 6silogastie Agoonagmicii indent DA,n Aw product model. kkotafra� Mul Lr0!Wsj oustlillion j;& in Hvhz outside HVHZ Resistant 2 1 es SH 52X72 fln/Fliil Franto 10189 Single Hung I 00002� No Yee No $01_60 faronnitird '.loss Cn _M > (D 2 -0=3 2 0_ -0 (D M 0-0_0 0 0 a 2 21 M , 6 0 M Lj_ 1.1.- 0 M > Cn W Cn E %_ 2 0- M -0 'R . C= - M .4--1 W n CM Z Z W mi If V/ -1,113 = ) C2 CID 1.4- M E Cn M > 0 > L_ CD- 0 0 no 0 L) CU M CIO W ME Z Z CL SHEET NO, PA 1,0� IIII I I 1 7. MAIIA I I _T ii I 1 11 ____ - � - - - I -6-0 (1) (2) = — Florida Department of Business & Professional Repletion Page 0 M 0 Florida Dope rmard of Business & Professional Regulation page I or 1 Florida Dapsirtmarit of Bunnoss & Professional Regulation pa 14 art Florida Department of Business & Professional Regulation Flats 1 of 2 C/) M (3) -'--a Building Codes and Standards 112612OZ2 Build no Codes and Standards 1,V2021 , Building Codes and 6taindards 1.01 Building Codes and Standards ia"421 -a > = 0 ilk-il, = Product Approval Application Detail 2 2 10 - Product Approval Application Detail I � Product Approval Applitbation Detail Product Approval Application Detail (D CL a C) I " I 11 � I -1 .1 11 .�� I I "; , W I 11 0 , '' i Eptlu 0 IN � I 'w"' IN I -0 a— . , 29A , ILL P A 100,11210 IN Daft 2AX Date Pending 2ft . i � "I ' " W 114", 1 1 � I I 0 041 at NMI Qjft 1111111yor W 20 anto piandfin. Slia M im version manufacturer contact Encitnear & License Validated By Validated Submitted FQO Approni Approved ZMA i;g* Stifilly or 20 ;As Dole Finding, 2AI r&ft Entity or Pruitt: go Dalf laidlafria Do . mtgut Vsrsion ManiMurer contact lhwlnw & Ucaross, veldistrid By r Validated awsma Pee Approval Approved allaus IN421i variddri sual-facitme, Qd.rj imbuLAMUM Validated 8, VWI"bd ftkjmftwtt Felicapproval Ab-v,d A" MWA Version Vallid,had OV VakidaLt 8111pralfted FaC Acturi Approved &am 1 Cull (D Revision 2020 Tharme-Tru Corporation Steve Jarp-on Lyndon F. Sch mi# P. E. Ryan J. King, P.E. 1=7=1 Q0118QD21 lolls/421 12115=21 Approved Revision 202a MI VVI.Om,, and Dours Brent stinger Annindson Architectural Steven hit Win. Pro 11/22r2o2o 11122=rf IWIV2020 Apix-ed E 0 4-0 U) :t-- " Writiory.'aterior Doors IWO) 843�76213 PE-43400 (813) 767-6555 Affirmation 2020 PGT Ind.sirl. door Rceo.old Misiral-D.d. 8000 - Ore lylhiml�Dtidir SOCO, � VAL 1 lmrazo 1 I VIV20M 1111112020 APPr#vOd R.M,I. 2020 MI Wfidms and Door Brententhivor American Ardillecturef Steven R Lunch, RE IOMW2020 lWanti2l) IOMR,2020 Aporeued C Subcategory: eyvinging Exterior Door Assemblies siaspersonathuirmetru,00 Category: Wrido,is ($41) 480-0100 (760) 316-2590 CiKegory: Windows (Tll`� 305.3300 Mu.n.lauitunent 0N.-hition r7lT)3lr-84n4 Categlair. Whilows (7171, 3015-3300 M.,A.t.- A.-hrion (717) 317-8454 M - guliCaMparr. Fixed b%iflingentifinhvd.p0m -0 0 00 pilanooMeth*d:E�al�atio�Romtfruma m Subcategory: Single Hung jrosowliklitipsaindustal SubCalogort. HorizonMISfider bsIt1;ng*r4ynI.d.com (D -0 -0 Florida Registered Architect or a Licensed Florida complishe's Method: canticall.ir Me,% or ustring Orn Cornpilan" Modhod: Certification WrA orl-Rull Compliance M.1h.dk Crairliciati. hillark, orl-oling 0 - Professional rngineor � I I I I I I I I I I IiIjOrMloterlig,als I I I I I � � I I I I . I PLA1,43411-1414 Py I driver, , I I I . I I FL#204el-ftl Products I I I I I Am I ovadfor Use Asa-vad fer Us, W28a guim willorMso Approved for Use Impact DO9101 Quarry Assurance Arintroved for Us, Anornived for use Impact 22" 0 M_ C -2 3.. 2agUAMMAM Antifavadforilse ApprovedforUse I mitract 2-111" INA mlL2LAM Product threortarloul contract EX1311,2110111 Cat In HVHZ ftlihign lariassura ANA Product Model. launde, . N ... Pinscract Discrinfla Contract Expiration VAR in HrI outside Rvilz Resistant Imurs., ftgA frzwgAtqddlwmLqLmkvm product DOS"kA$a - I In HVHZ outside Hva Resistant la"Mro C: 0 LL - AW Product Model Number or Nam* Product Description C4arjtQOt Egoll'OtiOn 0010 In HvHZ outeloa HVH1Z Resistant pressure 2 M (""."".1 W14*011. rnp.cf) VWyn Single Hung Wnd- 07AO=S Yes Yea Y. MIA 1 He is$ Flnisidirltingir Fname 73k% Inawl.1.4 Glass OW012024 No Yea No .551,55 i lea PW 7� x 72 Insulated Gims, 04/03/202S No yea No -0-00 a = ,,- M 1 ot. Themna-Tru FibepChassia and Smocell-Star Nominal C&II 5qu0tNOn-IrrooQtiiquOt Opaque 1 2J31/2022 No Yes No NIA M Compozite Edge Feting law Single Doorr (I nseenig/Ouhniving: X configuration) O -cf) -0 E L_ 2 b. Therma-Tru rbor-Claistilo and'Smocith-Stair Nominal W39A liquottion-Irnpaotflucul ( Opaque 12/61/2022 No Yoe No MIA 0 C.mipoisthe Edge ribeig less single Door Wth U) (2) L_ .2 sidelite(v) iihoWnfriOulavvirlip; XO, OX or OXO CD_ figiu "'ti.n.) F 0) ,42 .0 CL 3 c, Thopme-Tru FlIcer-Cesslo and Smooth -Stir Nominal SAM:8 liquot;Non-Impectratquot Opaque 12/3112022 NO Yes No NJA cu Wthoqt Sdefites (InievvinglOutravvioll: XXor O)= . a W < Pitenglaist C mpositts Edge Double Door vvith or li- -0 - configurations) 4 d Therma-Tru Flber�Claassik, and $muom-Strar N.Irt W30i)�D 8qucO;Non-lrroaN&quoc; Opaque 1213V2022 No Yes No NIA Composite Edge Fiberglass Single Door (I nswingiojtsyving� X conflynirstion) . 5 a Therma-Tru Fiber-Clanto and Smooth -Star Nominal 7&039;0 &qu&Non.IrnpsotAquot. Opaque 12131f2022 No Yes NO N/A Composite Edge Fiberglass Single Door with Sidolitio(ti) (I naivirrig/Outsvong; XO, OX Or OX0 ourifiguratrons) 6 f. ThermsT,� Fiber-Clairsto end Smoth-Slar Nominal 6&#U;O 8quo1%Non-Imrxac1&qLxA: Opaque 1213112022 No Yes No NIA Florida Department of Business & Professional Regulation us". I art Florida Department of Bureilneers & Professional Regulation Pea. I of I Florida Departmerd of Business 9 Professional Regulation Pag. i oil Cc,mpoalsa Edger Fiberglass Sing ka Door Building Codes and Standards 1152021 Building Codes arid Standards 18=1 Building Codes arid Standards toml (Inswing/Ourtgwing; X configuration) a 7 g, Therma-Trui Filuor-Olustio and 45mooth-Spor Nominal 8039:0 &quotNon4mpacb&quc(, Opaque 12/31=22 No Yes No NIA Gompossito Edge Fiberglass Sing to Doorvvith Product Approval AppliCation Detail Product Approval Application Detail Product Approval Application Detail Sidollfire(s) (ImunningtOutuivvin% XO, OX or OXO configurations) I I �� I I . I - - I , , ; � � , 8 h Therma-Trij Fibier-Clairsk, and Smooth -Sour Nominal 8&#3Q;0"Non-ImrpsoV1quo( Opaque 12131 t2022 No Yes NO MIA I ... �� I'll _ 4 Composite Edge Abarglaso Doubt. Door Wth or 920 guilty Or 2dA 91111111, Valas MWOrts go ral Britill, or P" ads Did, lianudl, M Qa 9111111" 2" IZ9 Date �Okujagka =2 'oAthout Sidlilfts (theivvinglOultirwhilij XX or OXXO vididated! Div Validated Submitted FOcAtiorarval Ao,,-d AtIcLull, T Version Manufacturer correct lindraffAugumie Vaildidwil an, V.1dialinj Submitted FOC Ancroval Approyp MAU Z21; Vorsiph Manufacturer confact Entaininar & License VaWldat#d By Validated "Mftd FMCAcoroyal Approved all= configuirui Z= Veneta Manufacturer Contact Shatinvor & Wattage 9 i. Therma-Tru Filbor-Classi and Smooth-Entor Nominal 38OW8 "Nonlmrpsct" Glued 12131.(2022 No YR. No NIA Affirmation 202a POT Insuerlics Jan. Regowild I'MOMI-Pad. acco . COR Mignil-Oad. ECCO - VAL 14)0512020 111051202C 1111112020 Approved Revision 2020 sul inrind-a-4 Door, Brontanquigiv Luis R Lomas, Per St- M, Lirlsh. RE IM0,2020 loft)(1,2020 IOIIWQ20 12M612020 App'",11 Affirmation Z�Q PST industries Jisas Rosowiikl M-1�11.d. KCO - CIR Mbirni-Pipste arC0 - VAL 1 M5)2D20 110120M 1111112020 Approved Composto Edge Fiberglass $inglis Door Category! Wh4owa (941) 466-0100 l7ene 815-2590 ciatiset WodbWs (71 7) 36fi,3300 PE-62514 (717) 51?,0454 , C019130(r. Widows (041;I,180,9100 (7ent) 3i 5-2%0 (Inswinoroutswing; Xotinflouratiori) Subcategory: FI�6d )rcoowsklop9tIndurefleso 3,6COtigaly: W111.9 bilifingkintimlW&CM � subcategory: M.11n.% frmw.kl@pvinduotfica�c 10 � Therma-Tru Plber-CLassirgind $mociffi-Sbit NOmfnAl.%iL9S9;43 &quOt;NOn.Imrpac%quct;, (Blazed 1251=22 No Yet No N/A CompliangsiMothod! Certification Mark a Usti rim Compistruis Mothaper. Evaluation ROpoq TOM a Caron .... Method: Contrast. MON or using ont Composite Edge RIKOTIOW SIngloaDooriMUN , I : I � , 1: Schallut(s) (InusintnWOutavving: XO, OXor OXO � F�tn3,XgFTpd1i ' , '� � �; " :r� ��', , �' ,,, ,� � � �, I ,� i.�"� o - I I FloOd.RolhtorelAmhitect.ra.Li�.s.d�)odd. I I I :� I , , '' � �, , , 1, I � I . I I ��' , , , I , � �' I ; I I ,�� :1 �'.� : �' '':'�' !� � � , , � '� � I �� !'' � ` ::! �:' �: ,�� ; I � I �,'!' ,: - �' . � , '� � , "'� '��'��;��'� � :' �� ":' �, �' I 11 I 1, :: , , � I I I � I I �� " ;� , �: I 01A 1: �;j ! �:�� ' � , �� ,; � I , 11 I I ,,, 1, � ,! I " " , '� Professional Engineer oo o4proliti,ta"", ' &'? , � � ,�:''�';' , , � I , ", , I I I I I I " I '' : I � , , , � , "� , 11 I �� I I I . : , I I 11 � � " � �' �' I � 1, I 11 K. Themna�Tru Fiber -Classic, and Smootti-Star configurations) 9;6 8itivotNon-Impactfliquot, Glazed 1213112022 NO Yes No MIA Duallity A&-,,- A--,d for Us, Aparovies tar Un hA" illation I I � r '� ,' , : � , ! , ,:: ,: , � , : �, , , " "� ,�: ,: � I 1 '' � , I . I '' 11 I , I ' : �:' :" ,� � � , � � C-Ift A ...... A,,,,d for Ujus Autircurelfarm" Nominal 6a#B 1:14449aliptodil"1111 I , I � � � , � � ,,, I " '� , � 1� I � �. ,; , : '� '�' , , � , '!�� %� _ I , � 11 bou at" Composite Edge Fiberglass Double Doorvyth or 9211.9 Product Modoli Number or MM Product Diretriodon C,nurmg�ftlr Dens In Hvliz OudsiditHW Resistant Pressure I � I : , � ; I I I I ft" Product Model. Number or Neme ProduaLlboscrip;Ion Contract expiration Date In HVHZ oullsidir BibilM larassuris Without sedellbra (Inswinglouthaving. XX or OXXO 5 PW-�520 (Work, Missile lanpod) Mhvl Mk.d Wridow Yee Yea Yea NJA QuiliN Assurance Aparitheidtayll- Aesingurad f.1 um 10MIA4 Carats I W11pna tv All Doons an d Win dow 5 AlumInUM hilullions 0512OP028 Yea Yet Yes MIA conlIguortionc) Aga Produd Modal. Number of Him ccrnhnili�.Mllllak In MVHZ Outside HVW sititliatent finarralure 12 1. Thorma-T ru Ffissr-Claminit; and Smooth-Stis r Nominal 79#Sg;:0Aquot;Non-Impsd1I" Glued 12J31=22 NO Yes No MIA 2 67U e��M 14. No Yea Yes WA Composite Edge Fiterglassesingle Door (IncinvurglOubinving; X configuration) is m. Thar-T. Fib-Claseu.strid Smooth-Slair Nciminual 7'0&qu.l;Non4mp.ubsqu.k+. Glazed 1213112022 No Yee No MIA Composite Edge Rbeirglami Doorwith Sidsi OnsvilinglOwtsvAng� XO, OX or CXO configurations) 14 n. Therma.Tm Filper-Classic and Smooth�ftr Nominal 8&ru,3Q;0"Norlmpact&qu&, Glazed 12al=22 No Yes NO N/A Composite Edge Riperillairs, Single Door (InsvAng/Outswing; X,configurabort) 15 o. Thermo-Trut Filber-Claresic and Smpoth-ftr Nominal 8'0AquQtNO�ImPskI;8qLdt; Glazed 12W2022 No Yes No MIA Composite Edge Fiberglass Single Door With Sidalitala) (InsWing/Owbi,ning: XO, OX or OXO Florida Dopartmant of Business 9 Professional Regulation Pepsi off Fiords Department of Business & Professional Regulation P.R. 2 of 2 Florida Department of Business & Professional RafgLiWdon Pis;.l or 2 tionfigurardons) I is p Tharma-Tru Fiber,-Clatualo and Smooth -Star Nominal 8&039;0 &quot,'Won-Imp9ct&qucit, Glazed IW31 J2022 No Yes No MIA Buildin g Codes a no Stir ndard% ity2b2i Building Codes arid Standards 10MI2021 Building Codes and Standards 1*2021 Composite Edge Fiberglass Double Door With or Without Sidelitott (Inswing/Ourerwing; XK or OXXO Product Approval Application Detail Product Approval App�llcadon Detail Product Approval Application Detail configurations) . 17 q. Thorms-Tru Fbior-Clissualp and Smooth-$* Nominal 08A39;8&quot,Ncm-ImrpOd&quo� Opaque 1213112022 No Yes No NtA - I " � ' I ron"Oelper Edge Fiberglass single Door Wth I I � WN I= W Trut rus. m (I howl inglOutalwing: O/X configuration) I W � is r, 7herma-Tru Fiber-Clasido and Smcoth-$hir Nominal 0fu0aQ;8&quOtNOn-lmprus*uQt. Opaque 1213in(022 140 yes No NIA itill. Entity of =k -WA ke-tu,WA WA SPA Algluz 2" 2a may perding 20 QRO zwuz 21LE DWI DM r-lopalth, Edge FlUrtil- Sing I. Door ,Ath BM V-10, Manufacturer Contact EmArtaistra, Limits gogawiLm VWld,t,d Submitted FWAIandayal humm a" Tdft Varialon MnNTACLUYgK Contact AftfulgautAA.liesdua Validated By Vadidead Rubrolthwil F3Q sponsored Approved a" mm version Manufacturer Contact exhanins, a ucem Validated By Validated A&MIT" 11 Approved 9" Sidialitsis) end Thanso. (I n-lmnB/Out.,ivN: OIXO. Revision 2D20 Motors Nlbk Thompson Lynckin F. Salhimil, P.E. Ryan J. K6101 P.E� (1211=021 (12M56,2021 02t2212021 00312021 Approved QIOX or OrOX0 configurations) 1 life'visk", U20 James Hardle Building Products. Ina, Chad Diortilis V. Audnive Ton John Southard. P,E, 011051202i 12/1412026 WM021 during Fero Appir, Revision 2020 Gs'F Michael susth Robert hitirrinim John Vd. Khace,ich, FE 094412020 00,21020 l0kZ12020 1211&2020 Approved 19 is. Therma-Tru F ifer-Clasigio and Smoolh�Stair Nominal 6809; 0 SquQt Non-InVactliquat; Opaque 1213112022 No Yea No NIA Category: Panel WWI. (1000) 645-8330 PE-0402 (352)5071252t category Pamir W.IN (330) 922�2309 PE-43409 (513? 7R.assa category; Reding (OI)VI706-,�01 RE-60165 ($54) 772-6224 Composite, Edge Fiberglass Single Door with subcategory: aiding chaddlerck,*Ohnirthardl s4lacalelikirry; Soffia nihompscroct"d,com 8.1pGrilisciary, Asishout, shl.ghyi risticho.far'"m Sid'Ailss(s) 6rsv.in91Q.brvknS.: XO' OX or QXO CorriplIance relathod: Evaluation, ROport to. a - Carniall-M.W.d: Dalusition Raportirm a Complience Method: Evaluation Report from is mi Continuous Head and Sill configunitioria) Floddis Registered Architect me Licensed France Florida ft.gideredA,chlbactor. U-sad rl.dd. Florida RegslaredArdiltiect Or a (Jounsed Florde 20 t Th.mliti-Tru Rb.r.C1.eWo and Snrkoflh�Slbir Nomlinal 8803R,l) &quc,t;NOn-ImpQM&qudt: Opaque 1213112022 No Yea No NJA Prorasliormit Engine. profearienol Engineer Professional Engineer . Composite Edge Fibuirg less Single Door with I . � I I � I � PLINSM 1 4 1 1 1 � I � � r 1. I I . i � I I I : " I �' I I I I FLA1,111124-829 Firtankidly 1, I . � I SdolWsi QnsivingiOuenving; XO, OX a OXO FLAHIHOZ�Rfllarohfiuclss , I � I I . . I I . &Fr'dUb � I I � I I I 11 . � I I � I I Continuous Head and S411 configurations) QAWltvAsauniWA 6glitudiegiWitJois Ancroyod for Usis Impact P"Mail -- 91,4111:4.4taZillid Adorothill for Use Approved for Va* kMgl D*ddn 21 u. Therme. Tru Flbar,Closslo and Smooth . Star Nominal 6&#3Q,,8 i1quothlon4miyaot1plucit, Glazed 1 MI/2022 No yea No NJA AIQA Product Model, Number y Name Produt;1 Discirkelo Contract Fxpleogn Data In Hittz outme HVHZ Resistant Pressure .glieull Atapoinnin! far Use Aptirovadfortilm Wall Rift Product Modal. Number w Nam P-Juct lgipsorppboyi I,HVHZ Outside HV Realized Pressure . Composite Edge Fibitrill [am Single Door vvitri AmA ri,aducl Modal, Number Or Name ftill Cose'liallet contract 19milritiOn oes, h,HVHZ Outeld. HVM R, I . - - ifistent Piessur, iza I Screllue(s) (Inviving/ClutavAnj XO. OX or OXO I Cemplank Lop Sidirig ibir-mort I.P.iding 1 213112023 yo: Yee NtA N/A I a "ud;2TtquOt: aotR Vent or Sold Vayl " 1261,023 No Yea No MIA I QAF Aspholt Rod' Shinalts Fiberplass rainfarced 3-tob, Isri-drated. 54.1b and 1211=072 No Yea MIA MJA '11, ODminuous Head and bill oonfigurnationts) 2 H.rdI,%.h Lap Sldfij Ali-rimark lap skfbg 12/30= Y. Yea WA NJA z p. ukauctAllight. 1`486q.ol. Will Vent or sold Vinyl Soffit 12f3l=23 No Yea 140 14JA alpftidge asphalt Shingles 22 v Thormo-Tru Fiber-Claussic, and Smooth-Ster Nominal W39:0 8,quMNon-Impactfliquot; Glazed 1213V202? No Yes No WA $ c. i4quat:Graturtbriat Vinfinet Elikedisd03V Will Vent or old vinyl som 12131/2023 No YeI No N,A CW2 , compinstre Edfic Fiberglass, Single DoOrWith 4 d. &quct:maqupt� $01111 Vent or Sol Vinyl WE i2i�1=2� No Yes No N C*.A Stchadres(s) (InstivinglOutinving; XO, OX or OXO 6 ic� 4quotichorter 024quot Sprint Vent or Sold Vinyl SoMIR 2i3l)2023 No yea Me MIA C= = Continuous Heiad and 8111. conflQurations) a fAqwot:Super Sporrit,quot; Soffit Vent or Solid Vinyl Sulfur IVSI.1202� No Yea 14. MIA 0 23 w. Thermst-Tru PlIber-Classlo and tmokpfij�Stsr Nominal 66ill &quobNon4mrpam&qwdt; bpaquo 1=112M No Y04 No N)A Composite Edge Fithorglaso Door Panels With Vented am SidbWe) (Irrs,yinglOybiNvinel XK >= or XMX , J ,se WrifigLusticimai 48� 0 " 24 x7hormss-TrU Fibksr�Classrso and Smooth -$ter Nominal 8&#Sg0 liquiy�Non-lmparyikiquot, Opaque, i2PJI/2022 No Yea No N)A CL �E C-" Composite Edge Fiberglass Door Panels vhth Vented W 6 = V_ = Sidolitsu(s) (InsvAnWOutswing; XK )OrX or �O= W C-0 Q_ .5 sts = C1,11 configuration ) 1= >< 25 y. Tharmsi-7ru FlIcarrZIniusloand Smooth-Ster Nominal 6&0L:88qucbNoir-ImFocl&qubl; Glued 12r3l/2022 No Yea No NJA s< .._; = "'. Q.- Compognts Edge FibarglassOcor PanalavAth Vented ALI M = , &dsilibg(a) linswingfOunewhig )Of, XXX w)=X Florlda Department of Business & Professional Regulation Roger at Haddis Department of Business & Professional Regulation Pop I .it Florida Dapartmerd of Business & Professional Regulation pairs 1 Of 1 44 .= " .= configurations) suits 'W CZ .2 28 z. Therms-Tru Fiew-Classio and Smooth -Star Nominal 80&quOt.Non-Impsk48ouot Glazed 12r3l/2022 No yes No N/A Building Codes and Standards 10A021 Building Codes and Standards 1 OZ21 Building Codes and Standards 102021 WX Z " iag Composite Edge Fiberglass Door Ponaftivifth Vented 31: -a W Sclellbi finioung/Ourmsdrig; XX, XXX or XXXX ProduCtApprOvall Application Detail ProductApprowl Application Detail Product Approval Application Detail . W .= (D conngurallons) > E — = 27 za. Therma-Tru Fiber-Clistatic and Smooth -Star . NominlO&#39:8&quotNon-Impact&quot: Glued 12W12022 No Yes No WA I ' - 1� .' � 1. C' .= C= � ' ' mu"d WAMMAIM1.1 .01 WVIW"."�,�1117-00,V�Vi-Wo�IV"Ilr, . . �;; , �t M ComposteEdge Fiberg1assSiAgIe.Dcdr,vth3'0 t "' I , P 01 I , , ' op (j :t:� .�L screist(s) (InswiniztOutswrior XO' OX or OXO N".." WOWN&W IN, 11 "I "I 4 1 " = Data Pending -;6 ?9 %_ conflourallons) 29* Entity or 2111 2al Date Pv,dm fts code aniky or 2di A" Q0 Isollon, Do $At 111001= 99U 2111111 ft W CD .0 28 zb, Therme-Tru Plber-Classic, and Smooth-Slar Nominal 5&#3Q;a l%qu0t:NOn�InlparcI&quOt; Glazed 12tal/2022 No yes No NIA 1im Version Manufacturer contild EnculniarA, Liclerat Validated fly Vakm,d submitted rIlICA-rayal Aperprited AL4I1M, M= Version Manufacturer Contest Emenese-A License Validated my yolldoIO4 illeddled'ska P&C Anoraval A,Or,v,d muwi Type Vorlds, mn'thiAwrier cdnisall Itholose, JIL lJorin", validustrall By YRUAW lg"lobd FOC Approyall Approved lubst" = - ;' . .5 4j W Composite Edge Fberg Ion Double Door Wit ReAsion 2020 TAMKO8uIIdIng,PrOdQdsLLC Kohl Seen Rood Nlorylrdrn John W. KnoreAdt, RE 101002020 09/2"020 lOJl2`2d20 1211U2020 Approved Revision 2020 I.M. Thompson. inc. Wit Thompson Architectural Tony Christman Zedurry R pnixin $I..n M, W,h, RE cam ?"2020 Won= DIIJ2=29 12115=2t) Approusid Revision 20 20 Florida Metal Products Inc, Clark Jones James I, Doctor RE4 Steven M, UrIsh PE DQ,27=20 006412020 10/mi)20 12110020 AW.-d Cat = f= 1 40 3'Q eidalifieks (InarvinglOubinving; O)Q(O MaroK Compony cTANCO) (613) 24&3456 PIP4021 (717)3174454 Category: Roping ra,04�781'8400 CAUCK Ropin..,hij �717) 317-8454 �� = " Catiagary: Roding (41P 824-8844 pe-611186 f904) 77-2-11224 Oslhserayr� Roofing toryQuomob"clIng.cbm SulbCat.g9rill. R.cling A-lia-les that ims an Narkipfliams:i.- PG�311242 . IX >' configuration) karc_edeatilItirre. carn to 29 zo, Therma,Tru Fiterar-ClOthoo and Smooth -Star Nominal OUSS; 0 %qmot; Non -I mrsixotilduct, Glazed 1213112022 No Yes No WA SotiCatispry: Undkirliayrnrint, = CompolattlEdge Fiberglass Single Doorw1h, 3039;0 Compliance Method: Evaluation Repontom a $01b0tatoatury! Roofing Accessories that Oro air Integral Part offtha'soolup system = r= Impanel Part ofthis Feeling System Compilarroo Method: enturtion Report from 0 to 0 Sdelika� (I nowungtOutowng; XO, OX or OXO Ronde Registered Ardhifisci or. Lucimia" FI.rIdp Compliance Morhooll. evausson Report from a Fladdit R60later6clArctiftector a Licensed Plaildo ;r 6 config,,rations Profiersalonal Engineer Florid. "rilikenad Architect or. U-sed Forklis prel.W.h.1 Engine. - 30 zd, Therma,Tru Fibor�ClasoiO and Smooth-ftr Nominal W36 &quatNon-1 mfueciisquot� Glazed 1213112022 NO Yes No N/A 11 '' I ��:�: '' I � � , � �, : , � � �::� : ; 1: 1 �' '' ' I; I I � �, �� I ''� � I , I r - � , , , "I 1 �/ � : , i, I ; Professional Engineer ' � ''i�� , , :�;�� !'�� , ,�: :' , � I : I I 11 '' I I I I r � � ,, , , � � : 4 "�:� i' ��'::� �� , '� 0 twum I r � :�' ,,, '� , �� , � ,,: " "� � � I 11 , I I I I ' �" ��' ; : , , , " , �Rii klaitucild " ��' I , �: � � � � ':� : �w�' � �: � �� ': ��' ; �'� ,; '�: � �'�: , �' I CompositoGilgis Pilsinglass Double Domwith , I I I : I . � I " I ' ' , '': I � �: F10*42pribia'as , , , � ", '' � I; � � I , :' , : '' , , , , � 11 � � ,. " I I I 1 3=9;0 Siduflitess (InswinglOutaivIng; 0)(X0 �' :'�':' ,� � , � , I I I I I I � %, ,: 1, I , configuration) , e WORIM3 graduate Irl , I � , �' , ; ' '' ��' I " ��" : , ; :'' r;, " , : , : ,� � : � I .�' ,�: �� 'I' � : I I � 1 1 1 � :" I � � � � 11 I I Quallitir Agarnuarece AbOWMAdfortuilis Alear-d jar us, ],,act Dittaka, ,, , I I I I � , , . I I , I ; I . . �� I I "I , I I � Quality Assurance Ailidoned l9r MR &WWWANA timil coslan 91 as. Thermo -T ru Fibrar-Classic an d Sm soth-Star Nominal 7a#39;0 itiquotiflon-ImparoSquot; Shaker 12/3112022 No Yes No NIA 621 "u9tusidel, Nuorbar or Name Product Disticylorlo contrition Exputradlian Date Aaa outskly HV+IZ Resistant Pressure Monty Assurance Approviliffor turs, Aignprovird for use III= Rift I&" !�9,� " HVHZ outside liewshatant P,O,,, MIA WA 2 . fthtiflen " 4 No W VA Sakdo. Composite Edge Glazed Fiber Ian Single I 7AMKO Root Unditflayrnsinter (HVHZ) Roolluncerayrnarti; W use 4, FRC HVHZ OOJ29/2023 yes NO ,1ftM',L1t",Ar ,"" cordd`6� 1t,20 I'mos"' AMA Prinductreakdal.linuumb, wMarno Product oriented, 99dudEmbduLRU ,in HVHZ Oulsids HVMZ Randfultivel pyessure 3 RIdgkiVtrA&quOt: AUM Ridge Varils Iff p1tchoul roft labroated Yet Door Yvth or - !!) jurlisddicas. I TAMCO Flat Top Off-Fil Vent with DOOR for no 20 a&. snalic roofycinfilislor, wthr beffirt 0010912026 Yoe Yes MIA NyA fto. 0.025 Aluminum onowngloutswingi; X OX XO or OXO configurations) 2 TAMKQ Roof Umfersymenti, lMOM44VHX) Roo uncladaymorus for use in F so nm.HVHZ 0812912023 No Y. MIA NVA 2 TWCO Gopirunack Vent 20 9L OQM/2m No Yoe MIA -01-52:5 jurisdalonts. 5 TAMCO Off-RIdgir FrOdVantwith Bath 26 9L sliallo roofyonflattor with Integrated baft 0910B12028 Yes Yoe MIA WA 4 TAMCO Round Top Off -Ridge Vent rAth Barite for Tire 20 Pa. 048110 rQO1`v*M1lRtcx will parts 09M/2026 Yes Yes MIA WA I Florida Department of Business & Professional Regulation page I VI Florida Department of Sualnese.& Professional Regulation Far I &3 Florida Department of Busfiess & Professional Regulation Pagel .11 , Florida Department of Business and Professional Regulation Building Codes and Stanckirds W/209.1 Building Codes and Standords litrw2l Building Codes and Standards i/25022 Building Codes and Standards 3/1512022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail I U) 40W Ift'N't'i'�01'��4%4��l"?Iil�ll,�,,�i WWI Iffie"Iff Quiet Edgy M we Date pending Cato Quit Entity DAR JWA 09, Piwidinia go Code Entifity ZAA Data 010111 Drdlika Rmfla " 11= vacation, litainufacturtur rdim Fndnw & Loons, Validated By Vsgda0d aubmifted FRC A-roviii A,-,,d "e". meft Vs.[- M,n,f,tu,, Cold analow 9 Ij I posts Validated W vellillaraill submitted Felo Aposo Approved a" im Verintion Mankfigi3tinsir Contact Ingortrair j, Ucarrao Validated ay Validated Subraltbad FSC Approval Approved At" FL#62SO-R31 R.vinph 2020 Lorraino. Koters Jolley James L Suckher, P Ii. Steven M. 1.10ch. RE I 1=02() 110020 1V=020 ding FBC Appr Revision 2D20 9=1 posting Anderson Robin uAPMO Wntt- P.lueflon Gary W. W.Ikeir 11103rA20 lV02M20 111`06=0 Approved Revision 2020 Global Phytactlen Produeta, 1-1-0. Turn Robinson Walter A. 71B t Jr,, P-E. John W. KnarevIch, PE 09108LI202ti 0910110020 I D11311=0 12MU2020 Approved Category: Roofing (50i)03�6163 PS-31242 (717)317-8464 cologary: Roofing ($01)380.6091 Son,toks, LLO. (205) 854-OIN Calleatory. Snubbers (964) OW7646 Pr441e7 (954) 772-6224 a) 22" Entfly, a = 20 = Do Status Id.116yelamence, com subcategory: R.Org 711iss RobinAndennanClaoral.00 Subcategory: Storm Panels Imn.mbinsorragpipointcom jVpq Version Manufacturer Contact 9119LUKA Validated RX Valldifted Submitted Pending. Alagroveld Approved SusiCat"aary: Rousing Accessories, that ars, an Integral Partrafthe RoaptitSysem compliance Method: klintrudon Report from is m Compliance Method; Evaluation Report from a Revision 2020 POLYGLASS USA MauryAlibert, License John W 10/2&02020 10122/2020 F13C 12/1512020 Consonance Method! Evaluation Report Tom 0 product evaluation EAW Florida Registered Architect or a Liciii Ffords, Ca*ory: Roofing S954233133OSmalperb@polyglass.com Robert Nieminen Knezevich, PE ARW&W Florida Registered Architect or a Licen red Florida I I ,: r : I � '' , I I Professional Engineer Subcategory: PE�591 68 (954) 772-6224 11101/2020 Professional Smineor , I 11 EL Lk I ft&gj'jr',d..Ji I �' 1� '' : I , � � , I , �'� I Ir �;, I � I I �' I �lrW06;M;Ikrj0d;rM, � � : '� , ,�: 11 I "I " " , I I �, I I I I � I I Underlaymants FuLikl4mg-j" ishellutals , :1 ' L � I � : : I , I IL . � � : � I 1, Quality Assurance Amar6yed-forithus Asorcedd for Use WI gift I I I I Compliance Method: : I 11 I �; � : ' I L I � :1 � I I " 4 Z,nyaMA"n Data In HVNZ Quit HVH studlidand " 2it"L&MMU &Z=4Wj2UW Amtiozyad for Uja Impact 2UW ,V at�.lft 21lkU.,.. ,at old English R.M.". - A.ft� 1: 0 1,202 ,tau &act I Product Model, Numboror Name Product Description 10 HV Cleary Aussurafticat Awrovilid for Ussl Approvitil for Use 11111"a Donlan kri"!dountry, is NO yea NIA Contract EXprers" Cato Outside HVHZ Resistant Precupt Evaluation R sport from AMA firoclud Model, Number Or Nam larisclurt Qualigriollo � it, HVHZ 2utthdir HVH Posted Prikagues, 71haton ekamra� Impact 1 20 C496 Galvanized Steel Storm Pentifis!HVIII-1Z 0cmitoarliat! Galvanized Stural Storm Panels retained 1MI12022 Yes Yet$ Yes NA �= a Florida Registered I Oksk-Ait' DA-4 o,'TRI-Suilt V.&.0ir DA-4 I- profile, Polypropylene Plastic Roof Vent i2;10/2025 No Yes No -07.5147.6 17 Saxony 600 . $laid, Shake temp; Split Shako Flat Proffe - Slooldon � CA 12131002D No V46 NIA , N)A or not by tracks to provide hornoatut protection, 11"i Mkichanlully Attached to Plywood Deal; 0 Siocey 000 - State, Shake Aschipi Split Shake Flat Profile . Rialto CA 4WV262(i III. Yea MIA WA 2 24 Gage Galvanized Stool Storm F>anols/NHVHZ Coi-rugallect Golvarrist d Steel Storm Panels retained 12nl/2022 No Yea yes IWA Architect or a Licensed 10 8a..y ?00 - Ohitko, Sato 4,mip: Split Shrike Flat Profile - Stockton,0A 12131t262D No Yea N?A WA or not by tracks to pred"do hurricane protection, =:) a) Florida Professional 20 atrost 700 - Shake, state 6amp: SpIlt Blinks Flat Pronks - Rialto, CA 12/11=20 No Yea N(A N/A Engineer 27 T.1:0 �Vpvnsr i so rcrilon. High Ploillis - Katy. TA 12M � Qd'() No yd: NfA MIA 0) F1.02*11311 Prgducts But VIII Low Finds . Katy, TX I M =21) No Yd N/A WA = beala aoqo Product Modef, Number or IN == WAO"-"" n2wo = Pressure U) . j_ farjoidil Qow plicil, Data I Polyglass Roof Undriftyments Rotting undedayments 1012112= No ye" NA +NJA1-e22,5 I Polyglass, Root Lindedayments (HVHZ) Polyglass roof Undenzymeritt for use it) FBO12f2312023 yes No NIA N/A CIO Hu'llZjunisdicillons, > 2 Polyglass Root Undedaynatorts (non4lVHZ) Polyglass roof underlaymerts, Tor use b 121232M No Yes NVA -WAY-M.6 FBO non-HVHZ jurisdictions. Florida Department of Business& Professional Regulation page 1 of 1 Florida DOpartmient of Business & Professional Regulation page I .1 i Flonda Department of Busilmess & Professional Regulation P.D. I of I CU 0 1 Isolyglass, Root Undeftyments (HVHZ) Polyglass roof underlayments for use In FBO12123=3 Yes No N/A NIA " HVHZ jurisdictions Building Codes and Standards ln5rA22 Building Codes end Standards 117=21 Building Codes and Standards jr1=21 2 Polyfllas% Roof Undedayments (non-HVHZ,) Pol glass rool'underlayinentit, for use h 12123Q023 No Yes NIA -NW-672.6 > 0- Fag ncm-HVHZjursdl,otloms, Product Approval Application Deltall Product Approval Application Detail Product Approval ApplicaUon Detail a- 1 Polygialis Roof Undedayments (HVHZ) Polyglassa roof underlayments for use in I'SCIM312023 yes No NIA N/A 0 - I .:� � ," lHVHZ jurisdictions, WWWWWW" 'o,P,411�g,t�lmil 0,1111. " ". I 01111"I 1.1W An''M 1111�� 111= 0 < 2 Polyglass Root Undurdayments; (non-HVHZp Polyglass roor underlayments, for Uss In 120/2023 No Yes NJA 4WAI-622.5 996 Inliltv M 20A Dal latinglina Data Cod- Entity W 90 P* Peup lasirdIng �Wl �26 Intru ;1110 _W -. Oz. Isioldinct Rft F8C mrm.HVHIZ juriedhationo, Type yorialon MA"Offlaturk uctiotaut engineer is License Validated yalkistaii Submithed FISCAOprovill Aogr2y,ag 11311.11A I= Version Marvuhiclumv, uaw 10,111n., a License Vitildmillo WL Xputife-d aularrilft-0 0BG Alyaigggiii Auturciard a" Z= version , i"Anonlaturar Cardard Engineer & License Yaw*LU Validated submitted risk; Approval Aporpyrid ill " N I Painless Roof Underhaymentit (HVHZ) Polyglass roof underlaymonts for use In FIB012t2Y20Z Yes No NJA NIA Revision 2020 All American Shutters and Glass Mike Serbian Frank L. Bermordo, PE Troy fthop, P F. 101281�02Q 1011512020 11,iOW2020 1211,WO20 Approved Revision 2020 AV" Stuart Levis I= Evaluation service. LILC urillsm W Ranieri, RE 101302020 I W�12020 i IflJ6020 WOW= Approod Ravislon 202a Conymordall Concrete Produottino. Robort0t0lis 02muol A. Greenberg John Hoy lwidr4n 1211012020 '12f2mazo chro FaC Appn 0 14VHZ jurisdictions. 03*ory,l Shutters (561) 112.9B82 PE-0046549 (954) 947-08k category: Structural Components (321) 7 10��377 (401 681-1317 category: Structural odhoponorks (of 3) 650410? PL-S4245 �362) 5884311 2 Polyglast Root Underlayments �1101n-HVHZ Polyglucis roof Linderlaymenti, for use In l2f2Y2023 No Yet NIA -WAI-622.S 51,11atalMigicilly: Storm Panels thilka4allamarloonshuttat SultCraiistom Trust, P1.1as sIawkQ1JPIhWtWAOM StulaCalrojosy; Products Inlyottuood as a Result Of pr.-gistorgyrib-cm = FBC non-HVRZ jurisdictions, 0o Instance itimhod: Eval ustim Report from a F&COM Compliance Ifialhosk Eysl.stim Raoul, to. is N-Todmoicter Florida Registered Architect or Q Licensed Flcrlda Pircount Evaluation Entity compliance Method: Evaluation Report train it 'la-01' Professional Engineer I . I I I I I - � I I I I I I I , I , I I I 11 11 I �� I i Fl.dd.k.gi.t.,*dA.hlt.t.�Ll-.drl.ddst I : I I . I I I � I I � " 1, I r, FL0,14994117 J!,telludit; :' � I '� IL�� " : , , , I I " I I I � � 'I, : , I :' " ' 1, � I : I � I I , P,d-i-I Engine t 0 OU17il"Aprodueft I , 11 I � . L I (I . I I I Quality Asneurnanaii Aslar-giould for use AltZgypil firr Usat "I"'d 0.0o" ZW1 1 lameg$m 1 1 1 L I � I � I I " QU$Iitv&uurmnm ApproyadrarUse Approyedforij Impact DfWaft a" it Product Modal, Nualeortir Name Product tidurlodan Contract Expiration Date In HVHZ Weldy, Rodarar pressure I I 229-9 Product Model, Number or Name Product Description Cp L It 0- - pt'inIq expiration Data In HVHZ Outside Wig PAN ilia n preassu I ITW BCSIA101se Higher Strength IH &sno: S) War Connector Palo 1 Wln(124 Yea Yee MIA NA 0,4111 Atupinjoics, A-,v,d for Use, Amransid For USO Im ... I Lboom I 24g. Galvanized Steel Storm Panels 249a Galvanized Statill Storm Panels 12/31Q= yea Yea yes rWA 2 ITWBCG/Aofu Hargis Rate Metal Connector Plate 1213112024 year yot NfA MIA kill Product 2twittlan Conrad rittilrallon lbares In H"Z outuld's H assistant prousuns 3 ITW BOG/Alipine Trulox Metal Connector Piallis IW142074 Yet yes MIA NIA 1 ouafty Preicast or Commercial corkire,to Products precast and Protested ConcWc Untals 05/25QO24 No Yoe HIA MIA L 4 TW SCWAlpIha Wave Metal COnneCtOr Plars 12f3lMO24 Y. Yea MIA WA < W W i M 0 M I a< Florida Department of Business & Professional RegWation P.Q. I of 2 Florida Department of Business & Professional Regu latlon pass 1 of I Florida Department of Business & Professional Regulation r%go I tif2 Q_ Building Codes and Standards IOMI2021 Building Codes and Standards W1412021 Building Codes and Standards Pret'21121 M0 iii- Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CIO .. I . I 0 " 4�T"a"&"l�)II, . NWINTIM1211 ... . I W C 2299 ErAlt, als-1 Rdi tests patird- asilt Oft 911111111I 29A Dal. vetp Faintfirso an Siege W= go 9112 Date Pon -Ina 2111111 L. :E a mm Version Manufacturer Contact Enalrear A Ll- Validated W Validated Subsidized f8tt Adorayrul Ands-rd All" Itat Version majejurilia" contact lbw&iw 8 uconso Validated IW Validated avAnited ISC Acticroval Aporoved ona -T= V-10 Manufacturer Contact Entainarkar A, U ��# Viglidabid! W Validated Subifliftird M Approve! Anceno EAU Ria'Ark. 2020 Wok Inc, Eft Woldon ICC EviJu Orion Service, LLC ICO Eviduradon 8arvIc*, out 112021 (111/101=1 aft/1212021 Appr000d RoviOlon ZD20 Wit"istus., Rob Baldwin [CC Evaluation &,4so. LLC 1. Lqhr.,. P.E. D202M21 1011312D20 0210312021 Approved Affirmation 2020 Alpha Auntinym, Inc, Jose Suva Lure R. Lomas Sen" M. War. PE limW2020 1111612020 11 lap/2020 Approved < C440wr. Sinxitural compu,rier" (952) 898-8635 LLC, Category; Structural Com-rits t253) 924-0476 (308;i 039-328a Category: permit Well, 1407) OW2008 PE-62514 (71?i317-8454 (D sub"agary: Thus' Plot" rwrildeinCrinixorn (205) 599.980a trubCatraltury; Engirwild Lumber Robert.galdvArilliliwayarthe Sullcishapary: SdM% .1phiialumnumanoysh. Z Compliarks Method; Evaluation Report from a compliance NothOM Es,ohnition Report fir.. is euler.c.. Corrollanto Method: Evitlivistion, Ropon from a Moen __j F,ddu.i E,4WH. Enfirr Product Evaluation Entity Florida Reelsored Architect or a Licensed Florida Z � w "Iyouggi ''I ," �': I , I I I �: � �'� : I , I I , �"� �� , r, , �� , �, : , � ��:' ' I I L L I " : I . I I � � I ",:' � � : " 11 � � " , I ;''' , I , , I I I ;: " i : I I : I I I I I I � I : � I : � ,,, � I : I Prof ... Inner Entincer I sort I , � " �� ! , , , ; :� � 11 � I I '' I 1: �'' , ; '' L, I 11 " � I , � I � , I I , : " : ,� �" ' ! L , :' ...... I I : �, �':�' , L " , L � I I r � r � I " I : I I : � r :' , ' ; : , � : � , � 1:�� I I I I ' , �: 1 � � , , :� I I I . �'�� ;'"�; I I I _� �� , I : "I 1, " ) , , " Ritil Aduarostud far Use A-vornul for Wilai algil 21" : Else GkW 6446, � :' i , ,�� : ;� ��'� "�: �'��1'7 :�: 'i :: �: , , � � i � �, �' �' �, � �'� ;�L �,:� `�""'�' �,�'�: �';'�'�� :�� ' � � " , , I � , � , , � � �' ` �':� � �' '�� j � '�" � : �'�� ':�' : �� < con I I 1. I I I ,� , �'��'"� I I I , � L � �� " � L, , , " 1,;, �r� I , :� 1, L I I Quality Atualreage Approvial f9ir Use Impact Design saec e=, J; _j ANOYOIQcft � S b� &" Ptiliftri WOOL Number or Name In Hyliz Outside HVH Resistant Fracture LUA PMU91 Model, Number or Name b1dwa2hibel= cordract expiration 00111, lubm Outside HY goswa it pressure -2oze Ana Civallivitlayurnarica a AWMAUQUIle, Jutanniiald for Use imaw at" I M18AHa 10 go. Work strength trust sdurricer plate 12(3lt2O22 Yes Yet MIA MIA I livic,ce" LVL L.inimotism Von.., Lumber pr3l t No Yes N(A WA pir. . I fill-L . ft, " UM Product reacdotlon contract Expiration ln 14VHZ Outildit HVHI R,,I,t,rd Pr,,u,, I a_ F, 4 Z I Z I I I I I 1 2 MI8eH8 1'8 ija� %]par high strength trust connector plate 1 V31(207,2 Va$ Yes MIA WA 2 P.r.110m PSL F"Indilal Si Lumber 03/31,2023 W yrr� N(A P41A I Alpha Alunitrium Solid arms; Vented Aturnhadm Sclell Affi,ra Arumlnum *olW 6smp:Wntt:dAiunlnQm Or"40,2023 No yea No MIA � kill to fags trusticon-toar plot. 12/3112022 Yes Yoe WA MIA 3 Times'Strond L8L Laminated centrist Lumber QW31R02e No Yes N(A ti/A CMU &..P;W..d saftly CMU &.Mp; Wood ' 4 MT18HS I a graL high otritiogth tru4s connector plate 121110022 Y. Yes W/A MIA 4 TI Rim Board Strocturel Composite Lumber or Oriented $tread 03/3111t:02e No Yes MIA NIA 5 MTZOHS 20 its. high strength brute connector plate 12J3112022 Yes yes WA MIA board Flim Board S H EEE T N 0. a TOO. 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" pao6MAaurarws Aarleaeed for bee ADaroaed ra Uasran Uao , 1'L1. lgt Dow .l�iAdl�13JPRWM plaE , � gAat Infl1Gla 46161i6144lli BMataYat lyuumt 1 Ssries 1620 aiding Whoddy VIM4 eeorr( Window COX or XO, 73-,V2•xGO-) 6Wf271202b No Yes No +2" I�(i P tL.tll gCtiMWt praImile omYaddlaa Gararrk Brulewkn Mbr In MVH ommmamm .Ragldtet p.29M 1' awdom 1020asapmingOlmn Door Vinyl .24*01-OW'Stldog Guam Door MW x69'1 111 modi1 NO Yea 'NP +2W2d 2 Sod" 10*0 WItIng Window mnyl Olelrg Mndbw(OX or XO. 73412' kw) '0W20023 No Yee No +111946 1 Serin IC aMing Wlndau $06" loUl"A Finged' alone Wide" 0006rosl No Yes No NIA 2 Swiss loos owingOlp44 OOor A" Olivia Parol PW 10• Door(84014A344010' MV2tk=2 No Yea No +3" B Swim 1g120 Slehg Window Vhp4 Bering Window QIOX,106' x On 0812702028 No Yes No +8W-60 x 61.17.2') 4 Salot 100811oing Willow Vilyl Stine Mildew CKOX, 1081 x W) 11=71202a No Vn No +3N-116 6. 4 400e}1W+R0rJS $Ilding(81oa4 Door soles 1D2OM2bO0dInpOlpes Odor Vhry424'anol'OX'Slldhq Ghea Dew (M ii0j VW Single Panel. FNMd'C'noor(Sloolam,:47IJV 9 1m$O602021 02NO22 No No. Yea. into Me N2 +"IV +;Ml "Am.) CdegbAeaulnel A10044 for see A9areyed her Des IAA ProduM Modal. Munhar arNaroeDW- Paidadommudiffan In Him C bb li 1 Senes 100 or Eme mpese orAws" alwo 0" Door MrVA 24*41'Or 8" WIM DpW (WIM It =3412051 NO Ywl Pia +21P,2B W12') 2 aorlea 160 or Enmmpma orAVONfil Dlre GYsaDoor . VIW angle Panel Small Door olloolsq WIV x O2mef2062 NO Yes Nt +40L40 S7.1M a Swhs I3D w Onto. pop w0watxlSIMM glow Door Mnyl 24rnal'Ox• 84M Give Beer O r aa2') OWWO22 NO, Wit No +NP36 4 aeries l6Dor EHaomptes or AmrandSlldkg UMOt Door Vlrryl Sngle Perri FNMd by 000(8kNlak 47-IWx GQ116rLg22 No Yn No +25-2a SPIR') hit" Proded Mode(, Nuthar ar Naaw I." 1 swim* 1M or Site mpo ks orAmonO.811MUg Okra Door VMy124Vrnol "OX' Sllding 001os Door (O&1m2• x ON24r1061 No Yeh.. No +Roo = CVS 2 SualmJ 0or Elmocmpna OrAvrnlallding Oka Dear WIR-) Vlnh4 Unlike Panel Flxad V.7'Oodr(Sp4ltu, 36.1V a 02MW2062 No YM. No +40R40 W 6M2') 8 aeH461SDaEnpxnPaa wq(V Arwdldlry Mat OooH Wild 24gna 10X string Gives :Door (7t"x82y 004711a2 No Vas' No +25i5S. 4 Swmea let or Ermnool orAValaalarinp Own Dw Vb01 angle Pallul Fixed M" Door (Skleft47.Irt"x s6^la9 021,16aw No Yes No +26"M N Q.3 in Q CD N Y 3 7a mY •� 0 cu lee � •� .c2 E ca u 0 Cn E -i*-P V J co� M 0 C1. CL 0 < =3 -0 CL Cn O LM W Z z ..J z J SHEET NO. August 10, 2022 PA 1 2 ■ -Cu (1) _0 > 0 _0 Simpson Strong -Tie 2020 FBC Approved Products For c1rect links to all SST approves, Isled below, gligLIJUL Updated 12MI2020 Simpson Strong,Tle 2020 FBC Approved Products For direct links to edl SST approvals listed below, CLICK HIERE UPWOCI 1WOnO20 Simpson Strong -Tie 2020 FBC Approved Products For direct knKs to all SST doprov41i; Isted ONow, CLICK HER Updated 1 mora2o Simpson Strong -Tie 2020 FBC Approved Products For direct links to all 8ST approvals listed below, CLICK Updated IV30M20 (3) Q-0 0 For information FlorKIVS HERE -0 Q- addilljonal regarding Statewide Product Approval SLatern and Marri-Dade County Notice of Acceptance (1,10A), "HE E. F. add-mi Information regarding Florida's Statewide ProcNot Approval �)ystem and Maml-Dedo County Notice 0I`ftoeEsn00 INCA), rLICK KER For additional Information regarding Florida's Statewide Pr2�uot ApprovalSyStOrn Bind Maml-Dado County Notice OfAoceptane HERE. e INCA), §;WC For additional intormatlon regarding Florida's Statewide Product Approval 6y5tem and Marri-Dade County Notice or Acceptance (N2A), (1) 4_0 Ci) FL#I 044l FL#1 0406-RO I I HUS, HUSC series hangers Face -mount hangers available In Widths ranging from 1-518"tD 3- " M - 9116" and heights ranging from 4-5/1 V1 to 11 Concealed flange e S Product Model, Numb&r!2r Uame Product Descdg= Sea,# Product Model. Number or Name Product Desc: a= Sea # Producl Model. Num bar or Name Product Description version (H USC) available for models having width equal to or 0 0 ja 1 Tilen Stainless Steel Concrete 4 Masonry Screw (T7N-55) 1/4" diameter Tilen stainless steel masonry screw 1 A21. A23, A33� AS4� A36, A44 Angles I ET, BTS, STH Brick Ties greater than 3-9/1611 L_ (L) 2 APA2i , APA4, APAO, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 OMSTI 2, CM$Tl 4�. CMSTC 16 Coiled Straps 12 [US series hangers Face -mount hangers available in Wdths ranging from 11-70' to 1. 0 cl = 3 AP544: APS44R, APYBOB. APOSGIR, APB88, APB85R, APS11010, APE31010R, APVS44, Outdoor Accents Post Bases 3 CS14, C516. CS18, C520, CS22 Coiled Straps 5/8" and heights ranging from 9A 14" to 16'. 0 C fl.99mllwftfi APVS44R, APV966: APVB66R, APVBB8, APVBBSR, APVB1010, APV8101UR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SOS, LGU3.83-SDS, LOU5.25-SDS race -mount hangers .- C) -1-a 4 APDJT2-4, APDJT2R-4, APDJT2-6. APDJT2R-6, APVDJT2-4, APVDJT2RA, APVDJT2-6. Outdoor Accents Dock Joist Ties 6 CTW8 Compression/Tonsion Strap 14 LU24, LU26, LU28. LU210 Face -mount hangers CU 0 > Saci # Ptroductllilodol. Numberor Name Pripguct Descrintion APVDJT2R-6 a DSP, SSP, TSP Stud to Plate tie 15 LUC26Z. LU= 07 Face -mount hangers -0 E 0 1 SDIG112DES Outdoor Accents Connector Screw 6 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 HI, H10A, H2.6A, H3j 1-16, H7Z. H16, HISS, H16-2, HIO-25 HurricansTies 16 LUS series hangers Fooe-mount hangers available in Wdths ranging from 1-9116" to 4- a) L_ L_ 2 SDOI 12. SD9212, SDI 011 2� SDI 0212 ftong-Drive SID Connector Screw 6 APL4, APLO, APT4, APT8, APVL4, APVI_S, APVT4, APVTO Outdoor Accents L and T Seam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTledown 5/8" arid heights ranging from 3" to 10-15116', Ili 0- 3 $DOI 12SS, SDO212S$ Suong-Drive SID Connector SS Screw 7 APLH24, APLF124R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 H624 HuricanaTio 17 MGU3.e3,S;D$, MGU6.Z5-SQS, MGU5.60-SM, MGU642-Si MGU7.00-$DS Faoe-mount hangers 40 ca _4� F-% 4 SDCF224U, SI)CF2412, SDOF22614, SDOF22700, SDOF22858, SDCF221014: Strong-Drivo SDCP Tlmber�CF Screw 8 BVLZ Stick Veneer Ledger Connector 10 HS82-SDSI.5, HSS2.2.SD83, HSS2.MDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU rorlas. hangers Face-mownt hangers available in widths ranging from 1-911611 to 5- SDCF221134. SDCF221334, SDCF271966, SDCF212368 9 QBT2Z. CBT4Z Concealed Sea rn Ties 11 HST;2� HST�, HST5. HST8 SiraightStraps 1/8" end heights ranging from e-15116" to IP-1/2", 5 SDCP22434, SDCP22512. SDCP22614, SDCP22700, SDCP22658, SDCP22912, Strong -Drive SDCP Timber-CF, Screw 10 CJT3Z,CJT4Z,CJT5Z,CJTOZ Concealed Joist Ties 12 HTS16, HTS20. HTS24, HTS28, HTS30, HTS30C HeavyTwistStrap 19 MUS26I MUS28 Face -mount hangers SDCP2211 00, SDCP221134, SL)CP271400 11 D1JTI4 Deck Joist Tie 13 HTSCII 6KTZ, HTSCt20KTZ Heavy Twst Strap 2D SUR , SUL. SURC, SULC series han gers Skewed face -mount han gers available in Widths rang ing from I - 6 SDHR27400, SDHR27614, $DHR31400. SDHR31614 Strong -Drive 6DHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9/16" and heights ranging from 3-1 /16" to 15-314". 7 SDS25112. SIDS25134, SDS25200, SD825212, SE)825300, SDS25512, SOS254127 Strong -Drive 8DS Heavy -Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9, LSTA12, LSTAI6, LSTA18, LSTA211, LSTA24, LSTA30, LSTA36 Staight Straps Concealed flange version (SURC, SULQ available for all double SDS25500: SIDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LST173 Straight Straps 2X and 4X models; only acute flange Is Concealed. 8 S138251125S, 5062520CS6, S0S25212S$, SDS2WI00SS. SOS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 16 GAJ; GA2 Gusset Angles 17 LTI320, _TB40 Bridging 21 U series hahgere� Fatptt-mount hangers available in widths rangingfrpm 11-9116'110 9 SDWF2716, SDWF27�0, SDWF2724, SDWF2720, SQWF2730 Strong -Drive 8DWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A.2, HIOS, H14, HGA10 Hurricane Ties 18 LT812. _TS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2-5/8" to 11 .114". 17 18 HCJTZ HH4, HH6 Heavy Concealed JoistTie Header Hangers 19 20 MOT MST27, MST37, MST48, MST60, MST72 Medium Girder Tiodown Straight Straps FL#I 0007-RB 19 KBSIZ Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA16, MSTAIS. MSTA21, i NMA30, MSTA36, META49 Straight Straps FL#11 0667-Rfi 20 L$O. L50. L70, L90 Angles 22 MSTC28, MSTC410, MSTC82, MSTC66. MSTC�78 Straight Straps Igg_* Product Model. NumWr*r Name Product Description 21 LCE4 Postcap 23 MSTC48B3, MSTC6883 Pre -Bent Straps Sw.9 Product Model, Num ber or Name Product Desadg= I ATR318, ATR112, ATR518, ATR3/4 Threaded Rods 22 LS30T LS501 LS70, L$90 Skewatils Angles 24 1 MSTI30. MST148, M87160, MST172 Straight Straps I EA sodas hangers Top flange hangers available in widths ranging from 1-9116" bD 7- 2 ATUD5, ATUD8.2, ATUDD, ATUD9-2, ATUD9-3, ATUD1 4, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12. MTSIS, MT818, MTS20, MTS24C. MTS30, MTS30C Mod ium Twist Strap 118" and heights ranging from 7-116'to W', 3 @P31a-2, SP1/2, SP112-3, BPS/8-2. BP618-a, BP$/4, BP3W3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, i LSSJ2BRZ, _SSJ21CLZ, L8SJ21ORZ Field Adjustable Jack Hanger 20 NCA2x10-I2, NCA2xl2-12, NCA2x8-16; NCA200-16, NCA2x12-1O Bridging 2 DGBF sodas hangers Topflangs hangers available in vAdths mrigng from 3-6/6"to 7- 4 ONWS/6, CNW112: CNW5/8, CNW314, ONWW-112, ONW3/4-5/8 CouplerNuls 25 LSSRI.81, LSSRZI, _SSR2.37, LSSR2 56� LSSR210-2. LSSR41 0 r*Id Adjustable Slopeable/Skewable Hunger 27 RCW012, RCWB14 Wall Bracing 1/8" and heights ranging from 9-114" to 24'. 6 071.1055, CTUD65, CTUDW, CTUD75, CTUD76, CTUD77. CTUD87, CTUDi CTUL)97, Coupling Take -Up Device 25 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS2$ Repair Plate Strap 3 QGF series hangers Top flange hangers available in widths ranging from 1 -1 01c, $- Z CTUD98, CTUD99 27 ML23Z, ML24Z, ML28Z, ML28Z, ML21 OZ Angles 29 RSP4 Stud to Plate Connector 5fS" and heights ranging from 7-114" to 24". 6 N3, N4, N5, NO Heavy Hex Nuts 28 MMH6 Root Tie -Down 30 SPI, SP2, SP4j SPO. SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD36, RTUD4, RTUD46: RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Root Connector 31 SPH4, SPHIS, SPHa Heavy Stud Plate TO 5/8" and heights ranging from 9-114" to 24". 8 TUD9, TUDIO Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLI.11211, MMLU139. MMLU1311 Face -Mount Hangers $2 SSI5, SS2.5, 6$3,$64.5 Stud Shoe 5 EG5. EG7. EGO series hangers Top flange hangers available in Widths ranging from 5-1/4" to 8, 9 TUW36 Take -Up Washer 31 ROG, RBCP Roof Boundary Clips 33 ST9, ST12, STIBI ST22, ST292, ST2122, ST21 15: ST2215. STa215, ST6224,ST(32318 ftalght Straps W13" and heights ranging from I I" to 32-1/2". 110 URS3 31811 Uplift Rod Run Tieclown System 32 RST-3 RoofTIe-Qo,,vn 34 T920, 71327, TB301 TB36, T1342, T8481 TB64, TB66, TB6D Tension Bridging 6 EGO series hangeit Top flange hangars available in wdth9 ranging from 3,518" to 7- 11 URS4 11iUplIft Rod Run Tiedown System 33 RTC22Z, Rrr,42, IRTC27, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TVV614 Wall Bracing 1/4" and heights ranging from 11 AM" to 32". Z 12 URS6 518" Uplift Rod Run Tleclown System 94 STC. STCT, DTC. HTC4 TrussClips 35 VGT. VGTR, VGTL Vaidoble Pitch Girder Tledown 7 GL8 series hangers Saddle hangars available in widths ranging from 3-114!'to 6-718" 13 URSO 314" Uplift Rod Run Tiodown System 35 TJC:57. TJC57 Truss Jack Clips 37 WBI08; W81 DOC, W81 26, WBI 20C, WB1143C Wall Bracing and heights ranging from & 1/2" to 28". 36 Z2,Z4.Z44 Panel Stiffen of Clips 8 GLTV series hangers Top flange hangers available in wdths ranging from 3-114'to 7- IM" and heights ranging from 11 " to 32". FL#10441-R§ FIL*110531-1`115 9 HS series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 If2" and heights ranging from 8" to 3X 12g_l Product Model, Number or Name Product l2esorlption Sea FroduMMOdal NunfbOrOrName Product Descrintion IU HGLS seri , as hangers Saddle hangers available in Widths ranging from 6-114" to 8-71811 W 1 DTT2 Hold,down Sag # Product Modsl. Number or Name Ptgdu Description I CBH2.37x5A C8112.37x7,63, 08112.374�75 Concealed hangers and heights ranging from 10-112'to 28". 2 HOC1014, HDC10/22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face-mourit (OU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in vAdths ranging from 3-114!'to 5- 3 HDO8, HH001 1, HHDQ1 4 Hold-down 2 DSC2R-SDS3. DSC2L-SDS3, DSCSR-SDS3, DSCSL�SDS3 Drag Strut Connectors available in widths ranging from 1 -9/1 S" to M/I 6" and heights 718" and heights ranging from 7-It7'lo 32'. 4 HDU2, HOU4. HDU5, HQU8, HOU 11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15/18". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap-s" purlin anchor 4 HCP1.81. HCP2, HCP4 Hip Corner Flats. 3 HGU3.63-SDS, HGU5,25SDS, HGU5.5"DS, HGU5.62-SOS, HGU?.OU-SDS, HGUT25- Face -mount hangers 1/8" and heights ranging from 14'to 3a'. a ILSTHQ8, LSTHDBRJ Strap-s" hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/I 81. HHRC44, HHRC5.2513.25, HHRC5.37t3 12, Heavy Hipto Ridge Connectors SDS, HGU9.00-SD6 13 HIT series hangers Top flange hangers available in wdths ranging from 2-5116" to 3- 7 MA$A,MASAP Foundation anchor strap HHRC66 4 HGU$ series hangers 1`81ce-mournt hangers available in widths ranging from 1,516' to 7. 9116" and heights ranging from 18" to 28". 8 MPAI32, MPAI" Strap,sityle purlin anchor 6 HRC1 �81, HRQ22 Hip Ridge Conneotor W8" and heights ranging from 5-611VI to 12-718". 14 HUSTF series hangers Top flangejolst hangers available in widths ranging from 3-118"to 9 PA18, PA23, PA28, PA35, PA51, PA68 Sirap�styld pu rlin anchor 7 LRU26. LRU28, LRU210, LRU212 Rafter Hanger 5 HHG05.25-$DS. HHGLJ5,50.SDS, HHGU5,02-SDS, HHGI,117.00�SDS, HHGU7.25.SDS, Flice-11001.1111: hangers 3-0118" and heights ranging from &3/8" to 13A0, ID PA118, PA123, PA128, PA135 Strap -style purlih anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGUO,D0-SDS 15 HUT�, HUCTF series hangers Top flange hangers avoia6le in wdtha ranging from 1 �9/16" to 5- 11 STHD1 0, STHD1 ORJ Strap-s" hold,down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 1f2" and heights ranging from 3-7115" to 15�'. Concealed flange 12 STH01 4. STHD1 4RJ Slirop-s" hold-down 10 TC24� TC26, TC28 Truss Clip HHUS715110 version (H UCTF) available for all models having width equal to or 11 THA29, THA213, THA21 8, THA21 8-2. THA222.2, THA413, THA41 8, THAC4118, THA422, Adjustable Truss Hanger 7 HSUR, HSUL. HSLIRC, HSULC series hangers Skewed face-motint hangers available In widths mnging from 3. greater than 2-9110". THAC422, THA426. THA422-2, THA426-2 118" to 6-118" and heights ranging from 4-314" to 15-314!'. 16 HWP series hangers Top flange hangers available in vvidths ranging from 1 -WI6" to 7- 12 THAI 1,81 /22, THAIZOW22, THAl2.1122, THA1222, THA1322, THA13522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURQ HSULC) available for all 1/8" and heights ranging from 5.318,110 281, 13 THAL422, THAR422 Skowed Truss Hanger double 2Xand 4Xmodol6: only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in Wdths ranging from 1 -9/1 6'to 7- CP -0 14 THJA2$. LTHJA26, LTHMA Multiple Truss Hangers 8 HTU4, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Faoo-mount hangers 112" and heights ranging from 5.318" to 32", C3 15 THJM2-4-SDS3, THJM2-5-SDS5, THJU26, THJU26-W Multiple Truss Hangers 1) HU, HUC series hangers race -mount hangers available in widths ranging from 1-9116'to 7- 18 ITS series hangers Top flange han gets a�allab Is in Wdths ranging from 1 -911 S" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19-114". Concealed flange StS" and heights ranging from 9-i/Witc, 16' 17 VPA2. VPA25, VPA3, VPA35, VPA4 Variable- Pitch Connectors version (HUC) available for all models having width equal to or 19 Jn series hangers Top flange hangers available in Width of 1-9118" and heights La - 18 VTCR Valley Truss Clip greater then 2-9116". ranging from 5-318" to 7-114". cc c= 10 HUCQI,81/9.SDS, HUGOI.81/11-SDS. HUCO210-2-SDS. HUCQ210-3-SOS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1.9116" and heights 111W = 04 to co C= cri ODS, HUOQ410-SE)S, HU00412-SDS, HUCQ5.2519.SDS, HUOQ5.25111-SDS, HUCQ610- ranging fromg-3118" to-13-118". 436. r't �Ic SD$, HUCQ612-SD$ >C W CP Cl) OZ =C E Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3WO20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12f3O/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12MW20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 CMFor direct inks to all SOT approvals listed below, CLICIS HERE For direct links to all SST approvals Isted belorm, CLICK HER For dirsot Inks to all SaT approvals Ned belovv, CLICK HER For direct 11nk5 to all SST approvals listed berm,: CLICK HER For additional information ragardirig Flordes Statewide Product Approval System and Marni-Dade County Notice of Acceptance (NOA), PUCK HER For additional information regarding Florida's Statewide Product Approval System and Marrii-1 County Notice of Acideptanc- For additional informailion regarding Florida's Statewide Product Approval System end Mami-1 County Notice of Acceptance (NOA), 9LLWJAM.__ For additional information regarding Florl Statewide Product Approval System and Marri-Dade County Notice of Acceptance (NOA). CLICK HERE, 21 LB series hangers Top flange hangers available in Wdth of 1-9/16" and heights F1.011468-05 16 StLBV1,56. SILBVI.81, SILBV2.06. S/LBV2.37, SfLBV2,56, SILBV2.68, SILBV3.12, Top Flange Joist Hangers 6 SET-XP Adhesive Anchorfor concrete ranging from 6_X8" to 115-1118"� S/LBV3,56, &LBV3.62, SILBV4 06, SJLBV4� 12. S/LBV4.28, SILBV4-76, SILBV5.50 6 Strong -Bolt 2 (ST62, ST1324SS, STB2-6SS) Stirong-Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in wdth of 1-9/16" and heights §W Proguct Mqdal. NuWbor er Name Produat DeNrIption 19 $/LTT20. SIDTT2Z, S/HTTI 4, HTT4. HTT5 Holdowns steel and Types 304 and 316 stainless steel ranQ!ng from 9,3116" to 1 HHUS210-3, HHUS210-4 Joist Hanger M Sill SIMST72 Straps 11 a mil (10 go) 7 Titan HD (THD-H, THD-HMQ, THD-H4SS, THD-H(38S� THD-CS, THD-CSSSS) Then HD Heavy, Outy Screw Anohorfor concrete and masonry 23 LE03i LEG5, 1_1�07 series hangers Top flange hangers available in widths ranging from 3-11,Vto 6- 2 HRS6, HRS8. HRS12 fteip Ties 21 SP4, SP6 ft d Piats, Ties available with hex'hftd In carbon stool and Types 304 and 310 718" and heights ranging from Wto 33-1/2", 3 HUCQ210-2-SDS, HUCO210-3-SDS, HUCQ310-SOS Joist Hanger 22 SSP, DSP, T8P Stu d Plate Tier. stainless steel, or with countersunk head in Darbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in Wdths ranging from 5-1X'to 0- 4 THIGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC,DTQ Truss Clip Type 316 stain less steel 7M" and heights ranging from 9" to 32-1/2' 5 THG02-SD83, THGQ3-SDS4.5, THGOH2-SDS3, THGOH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TOD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RO, TH050934FIC) Than HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers avallable In wdths ranging from 1-9/16" to 5- e THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25168RH, THOM7158RH, TH03721211H, Tibon H 0 Threaded Rod Hanger for concrete 118" and heights ranging from 9-1/4" to 24", THD50234RH, THD10212RH) 28 PF. PFB. PFDS, PFDSB series hangers Top flange hangers aveflable,mi wdth of I-OM6" and heights 10 Wedge -Ali (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7.11Z'L FL#J1473-R6 FL#1 3904�R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in Wdft ranging from 1 .91161c, 7- §1" Product Model, Uumber or Name Product Desci &P&I Etau2j Model. Number or Name Product Daiicrantign FL#16230-118 118" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor I CCQMS.82-SDSHDG, CGQM4,62-SDSHDG, C�tQM5.50-SDSHDG. CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girclor Retrofit Anchor CCTQM4.S2-SDSG: CCTOMS.50-SOSG, CCOOMS.82-SOSG: CCOQU4.62-SIDS0, See # Product Model. Num bar or Name Product Descriation 3 HIB, H18S, HIS-2: Hla-2S Hurricane Tie CC1CQM5.50_SQSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#1Q8QR5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLOM3.62G-Kr, ECC3LQM4.62Q-KT, Er-CLOM5.50G.KT, ECCLLQMM,62G-KT, Masonry Pier Cape 2 ET -HP ET -HP Epoxy Adhesive for rnason ry E 5 HETAL12, HETALIO, HETAL20 Embedded Truss Anchor ECCLLQmD4,O2G.KT, ECCLLQMD5.50G-KT, ErCLRQMD3.62G-KT, ECCILRCli 3 S�T-XP SET-XP High -Strength Epoxy Adhesive for masonry §10 1 Product Model, Number or Name ABA441 ABA66, ASAO6R Pril Description Adjustable Post 6 7 HGAMIO. HMO Masonry retrofit con hectors Truss KT, ECCLRQMD5.50G-KT 4 Strong-Boit 2 (STB2) Strong-soll: 2 Wedge Anchor for masonry (D ABA44R, ABA46, ABA413R, ease HHETA1 6, HHETA20, HHETA24, HHETA40 Heavy Embedded Anchor 3 HGUM5,25, HGUM5.50, HGUM7,00, HGUM7.25, H(3Ui 00 Heavy Masonry Hangers 5 Titen 2 (TTIN12) Tilien 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46; ABU46R, ABU5.5, A8U54 ABU65, ABU66, ASUSIBIR, ABU88, Adjustable Post Base 8 LGT2, LGT3.SDS2.5, LGT4-SDS3 Girder Tiodown 4 LGUi LGUM26-3, LGUM28-4, LGUM28-2, LGUM28-3, LGUM28-4. LGUM210-2, Masonry Seem Hangers 6 Trillion HD (THD.H46S. THID-HOSS, THD.CS" Tiren HD Hi!lavy�Duly, Screw Anchor for concrete available in 304 W ABU88R, ASU1010. ABU1010R, ABU11212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2110-4, LGUM46, LGUM48, LGUM410 or316 stainless steelwith hex head, and316 stainless; starelwth 3 ABW44Z, ABW44R7, ABW46Z, ABW48RZ, ABW66Z, ABW66RZ, ABW7.7 Adjustable Post Bass 10 MErAl2, META16, META113. META20, META24, META40 Embedded Trutt. Anchor 5 M13HA3.12/9.25, MSHA3.12flI.25, MBHA3,56fT25, MBHA3.56f9.25, MBHA3.56/11.25. MasonryTop Flange Beam Hangers countersunk head. 4 AC4, AC41R, ACE4, AOO, ACOR, ACEO Post Cap I I MSTAM24, MSTAM38, MSTCM40, MSTCM60 Strap Tie for Maso nry MBHA3.66/11.88, MBHA�.66114, MSHA3.5aFI6, MBHA3.5618, M8HAS_6W.25, 7 Titan Turbo (TNT) Than Turbo Screw Anchor for concrete or masonry co 5 BC4, BC48, BC4R, BC6, BCBR. BC8, BCS2-2/4, SC82-3/6 Post Cap 12 MTSMIG, MTSM20, HTSM16, HTSM20 Twist Step for Masonry MBHA5.5019-25, MBHA5.50/11.25, MSHA5,50111.88, MSHA5.50M4, MISHAP 5WId, 6 CB44, C646, 01348, CBOO, C888 Embedded Column Base MBHA5�50118 co 7 C95044-SDS2, CBS046-SDS2, CBSQ66-SDS2. CBSQ86-SDS2, CBSC88-SDS2 Embedded Column Base 6 MSHU3.6619�25, MSHU3,66111 25, MBHU3.5611 1,86. MSHU3.56114, MBH U3.WIO, Masonry Beam Hangers 6 CC, ECC, EOCU Series Solled column caps �Aft WI ranging from 3.14' to g-117'and FL#I 1496,-,R6 M61-111-3.561118, MBHU6.6019,25. MSHU6,5.WII.:Z5, NISHUS.5011.88; MBHU5�60/114, > W2 ranging from 3.518" to 7-112" MSHU5,50110, 961-105:50118 ft" Product Model. Numberor Name Product Description C) 9 CCO-SDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-114" to 9-1/2" and §NJ Product Model. NUm bar or Name Product Description 1 Xa491 01 6-5K XI SI 016, X1 9101 04K. XQISI 010. XQI 6101 6-4K 410-18 Strong -Drive X Metal Self-Orilling, Topping Screws with #3 \AQ ranging from 3-518" to 7-1f2" I DTT1Z Dock Tension Tie Drill Point > 10 CPT44Z, CPT66Z, CPIT88Z Concealed Post Tie Base 2 1-1012, HDI9 Soiled Holdowns FL#113975-RG 2 XL0114TI224, XLQI14B1224-2K 412-24 Strorig-Drive XL Large -Head Metal Seff-Drilling, Tapping 11 EP544A, EP544, EP546, EPB56 Embedded Post Base $ HD3B, H058, HD7S, HDOE Bolted Holdowns Screws with #6 Drill Point arid Large Diameter Hex:Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTT5-314 Tension Ties !��q# Product fillogel, HyMbar or Name Product Description 3 XMqI 1461224, XMQI 14BI 224-2K #12-24 Stroog-Drive XM Medium -Head Metal $elf-Dfilling, 0 I$ LCB44, LCB66 Embedded Column Base 5 LTT19. LTT20S, LTT11811 Light Tension'Ties I SOW22300, SE)W22338, $QW22438,, SDW22468, $DW22500, SQW22000, SOW22638. StrQng-Drive SQW EWP-PI-Y and TRUSS -PLY Soraws Tapping Screws with #6 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22eS4 4 X0114SI 224, XQI14B1 �24-25K X1 1481224, M-111 2SI224, X01 1212111224-2K #12-24 $trong-Drive X Metal Self -Drilling, Topping _SDirvvs with #5 is MPS"Z, MPB68Z, MP988Z Moment Post Base 2 SDWCI 5450; SDWCi 5800 Strong -Drive SDWC: TRUSS Screw Drill Point 16 PB44, PB44R, PB40, PB86, PB66R Embedded Post Base FL#13620-90 3 SDWHI9300DS, SOWHI04OOD8, SDWHlMDB, SDWH19800DB, SDWH191000L)a Stong-DrivaSIDWH TIMBER-HEXSorew 5 XU34S10IO, XU34BI016-6K #10-16 Strong -Drive XIJ Metal $0-Drilling, Tapping Screws with 17 PBS"A, PBS46, PBS86 Embedded Post Base 4 SDWH2740QG, SDWH27MOG: SDWH278MG, SDWH271000G, SDWH27120OG Strong -Drive SDWH TIM@ER-HEX HDG Screw #1 Drill Point is PSV6, Pam Round Post Base JUI Product Model. Nu[Bbergr Name Product Description 5 SDWS1621 Z SDW81 6300, SQWS1 012, SDWS1 6400 Strong -Drive SOWS FRAMING Screw IP PC44-10, RC46-18, PC48-18, PC64.18, PC66-161 EPC44-16, EPC48-18, EPC48-116, Post Cap 1 SB5/8x24, SB718x24, 8131x30 SB Anchor Bolts 6 SOWS19600, SDWS1 971 Z SE)WS22400,SE)WS22500:SDWS22512, SIDWS2215DO: SIrong-Drive SOWS TIMBER Screw(Intedor Grace) 0 EPC84-1 6, FPC68-1 6 2 SSTB16, SSTB20, SSTB24, SST828. SSTB34, SSTB36, SSTSiOL, SST820L, SSTB24L, SSTB Anchor Bolts SDWS22800; SDWS22900, SDWS221 000, SOWS221 100, SDWS221200, SOWS221500 FL#30320-RO 2D PC4Z; PC4RZ, PCOZ, PCBRZ, P08Z, PC8RZ EPC4Z, EPC4RZ, EPCW, EP06RZ, EPC8Z, Post Cap, SSTB28L 7 SDW$2230008 SOWS22400108, SOW5=600013, SOWS226000B, SIDWS228000B, Strong -Drive SOWS TIMBER Screw (Exterior G rade) n EPC8RZ SDWS221000DB AsgJ ELU uct Wgdol. N It m bar oLN= Product Deschrition 21 PPB44-4Z. PPB44-6Z Post Base 8 SOW822312OBB, SDWS22512DBB Outdoor Accents Structural Wood Screw I DSSC843.5� OSSCB46, DSSCB48, DSHS Bypass Framing Dnft Strut Connector 22 RPBZ Retrofit Post Bass FLM3872-R4 9 SDWS2730OSS, SDWS2740OSS. SDWS2750OSS, SDWS27600SS. SDWS278008S. SOWS27100OSS, SDAG27120OSS Strong,Drive SDWS TIMBER SS Screw 2 FCB43.5, FCR45.5, FCB47.5, FC849.5, FCB411 5 Bypass Framing Fixed -Clip Connector 3 FPHSD34SIC16, FPHSD3481018, FPHSD34SI01&5K, FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Frarring-to-CFS Self - Salt X Product Model, Numb rorName Prodluat Description 10 SDWV13400 Strorig-Drivia SDVVV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34Bl2l4-,)K Drilling, Tapping Screws ELIEM&M 1 CMST12,.CMST14, CMSTC16, CS14, 0616, C610. CS20,CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Hood Washer 4 LSFC2.25, LSFC425, LSFC6.25, SFC2,25, SFG4�25, SFC6.25 Steel Framing Con nector 2 HRS6, HRS8; HRS12, FHAS, FHA9, FHAl2, FHA18, FHA24, FHA30, MST128, IMSTISS, Straps 97 mil (I 2,ga) 5 LSSC4.2S, _S$C6.26, SSC2.25� SSC4.261-9SC6,26, MSSC2.25, MSSC4,25� MSSCO.25, Steel Stud Connectors 1 Product Model, Number or Name FJA, FSA Product DoWlittlah Foundation Anchor 3 MST148: MST160, i VMST27. SIMST37, SIMST48 HTS16, HTS20, HTS24, HTS28, HTWO, HTS30C Heavy Twat Straps M#15363-IR3 6 MSSC4�25KW, MSSC6�25KW RCKW3, RCKW5,6, RCKW7,5, RCKW3S, RCKWS.68 Rigid Knee Wall Connector < 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LST140, LST173, MSTA9, MSTA12, MSTAI 5, MSTAI 8, MSTA21, MSTA24 Straps 43 mill (18 go) 7 SOB48.5, SCS45.5, S0647 5, SOB49.5. SCB41 11.5. MSC845-5, MSCB47 5 Bypass Framing Slide -Clip Connector r) 3 CH46-6. GH4", GH45-6, GH48-8, GH410-6, SH410-5. GH66-6, GH66-8. GH68-6, GH68- 8, GH61 0.6, CH81 0.8 Girder Hanger 5 0 LSTA9. LSTA12, LSTAI 6, LSTA1 8, LSTA211, ILSTA24, ST292, ST2122. ST21 151 ST2215 LSUSH3.25, SUBH3.25, M$UBH3 25 Straps 33 mill (20 ga) Bridging Connector Sea 0 I Product Model, Number or Name AS 16, AS 18S5� AS I SSO Product pescm= IS go. Truss Plates 6 9 SC532-5107, SCM-6�97, SCS62-51118, SCS62-5/1 18 SCVV3.25, SCW5.5 Bypass Framing Con nectr Head-orfWall Slide -Clip Connector -0 4 GLB6A, GLB5B, GLMC, GUBGD. GLB7A, GLE75, GLI37C, GLB7D Glulann Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC825, SJC10.25, MSJC&25, MSJCIU.26 Steel Joist Conneebrs 5 GLBT512, 361-TI912, GILST616, GBLT616, GLBT520, GBLT020 Glulam Bearing Plate 8 LTS12,LTS1e,LTSI8,LTS20 Light Twist Straps 3L AS-20 20 go. Trusis Plate 11 SS83.518 Bypass Framing Silde-Clip Strut Connector 6 HGLBA.HGLBB,HGLBC,HGLBD Heavy Glulam Bearing Plate 0 MSTASO, MSTAX ST0216, ST6224� ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Strapa 54 mil (15 ga) 4 ASHP Hinge Plate Connector 12 XILSH�AIBII 414� XLSH7881414 #14-14 Strong -Drive XLSH Shou Idered Self -Drilling, Tapping 7 HGT.2, HGT.3, HOT-4 Heavy Girder Tiodown 10 Ivi MSTC78,18TB236 Straps 68 mil (14 g a) Screws LU 8 UFPIl Universe I Foundation Plate 11 MTS12, MTSIS. MTS18, MTS20, MTS30, M78=, i Medium Twiststraps 13 X01SIOilb, X01 910116,41K, XQISI2114. Xq`181214-3.5K, X078SI224, kO76R1 224-SK, 4iO-118� 412-14: and 012�24 Strong�DrlveX Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/61.56, S/131.811� $182.06. V62.37, SIBZ58, SIB2.68, SIB3,12, SIWZ6, S/B3.62, 6154,06, Top Flange Joist Hangars FIL015T30-i =14Si224, XQ1111491224-2.5K, XQI12S1224,XQ1I2G1224-2K, X34BI016-5K, Tapping Screws < SIB4,12, 5/134,28, S64�76, SIS5,50 X1SI0IO, X1810164K, XlSI214, X181214.3,5K (D 13 SIBA2,12JI3, SIBA2.12110, SABA2.121112, StBA2,12/14, SMA4.18/8, SIBA4.18/10, Top Flange Joist Hangers hft" Prod uct Model, N u m bar or Name Product Dill ;Z SIBA4.18112, SIBA4.18/14 1 ET�HP Adhesive Anchor for concrete __J Z 14 SVIA Hurricane Tie 2 GAC, GDP. GDPM-60, GOPM-75, GDPM-100, GOPS, OW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 S(HD8S, SIHO88, S/HDIOS, S/1-101013, S/HDISS, S/HD15B Holdowns S PDPA. PDPA-K, PDPA-MG, PDPAT. PDPAT-K, PINW, PINWP, PINWP-W, POPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 S/H DL14, S/HDUS, S/HQU9, SIHDUI I Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCIUDPA, PEOIDPA, PTRHA3, PTRHA4 __J 17 5fICT, SFHJCT Joist Hangers 4 SET-3Q Adhesive Anchor for concrete SHEET NO. August 10, 2022 PA 13, �`v 4 W M (D > = 0 MIAMI, A$WU-DADEC0trNTT EM #X01DUCTC&MOLSECTIM PGT Industries. lar, MMOW 0 CL 2 MT bdustri", lay., (D CL 0 11905 SW26 gftw� Roor� 2DO NOTICE OF'ACCEPTOICE: )EMENCE SIMMIT NOTICEOFACCEPTANCT: ENIMEN CEW'' B11ITTED -0 ,mr.kR,mwxT or RxcmAroRy A" rco%_;o&ac mottgcts oum) Mam� Pk� 3j,1:75-2474 WARD AND conE AnmmasM4Txowi)rwvxswN T (7, 96).315-2590 F (M) 315-2599 NOTICE �OIF.ACCIEPTANCIE,:EN,7EDENCESUBXUTTED a) CD 0 Cn NOTICE, OF ACCEPTAINCE ,�QA) L Evidenc# submitted under previous NOA A. DRAIMGS B. TESTS (condnued) D. QUALITY, ASSURMNCE L Xfiar6 Dade Departiumf of 'Regulatory and Fwnomic Resources TER)- CU -0 2 (D PGTIndustkirsjue. 1070 TechnoloLy Drive, L Mawfactur&s die drawings and wdions- 5- Test report on 1) Ait lufiftration Test, per FBC- TAS 2012-94 0 CL = North Venice, FL 341275 (Submifted under AVA.Mo. 11-0197.64) 2) Unifonn Static Air Pressure Test. per FBC, T-AS 202-94 E. MATERLAL CERTHICATION-S 0 U_ -SCOPE: 2 Drawing No. XM-5570.0, titled "Vinyl Sliding Glass, Dom NOA OLAV% sheets 1 3) Water Resistawe Test, perFBC, TAS 202-94- 1, Notice of Acceptance No. 154528.14 isswd to VL%im Eyanision Lirdted for their Co 0 =4' C13 TkisNOA is beingtissueduader theapplicablerules andregulationsgoveraing the use ofcon&wtionmaterials.11w tbrough 21 of 2 1. prepared by ruanufacturer, dated I OJID5/15, with, wmi ion A dated 4) Large Missile In4)act Testper FBC, TAS 201-94 11"Illite RjgM PVC Extejior Extrusions f"Mindows and Doorel, dated 0843115, C) > Cn -0 E 2 documen=onaubinitted has been reviewed and acceptedby Nfiawi-Dade Counly RER -Nodwt Control Sectiot to 0*05117, signed and sealed by A. L�w Miller, PX. 5) Cyclic Wind Pressure Load mi'gper FK, TAS 203-94 expiring w 0930)19� cD Cn a) " " CL be =4 m bfi='Dade CouafyaW odwi areas wta'c allowed by 4w Authori�y Hving Jurisdic tion (AM). 0) Forced, Foy Test� per FBC,. ITAS 202-94 2. Not ice off A cceptanc e No., � 1 "92 0, 08 &med to V isio n Extnmioa Linited fof - themi "VE Cn CID ca. CU 4-A after ffie,�exvir*icu date statedbelow. The Nfiami-Vade,Cougty Pmduct C TW&NOA shall not be ialid ontrol Secian B� TESTS' draw s, and inA21latioa dia in vviMmajoed-up, of vinYl � Wing gUssdoor, pepareid ing gram ? "ion C Exteiter Extr-uslorts for 1000Tan 202andlighter Shades (i AN'bite Rigid PV F_ -0 U) < (In Miatni Dade County),an&orthe AHJ (in areas other than Miana Dade Cojot�) res erVe the rigMtobave thi� report 0a 1) Uoifom, c - L Test Stati Air Press= e Test, per FBC, TAS, 102-94 by Fenestration Tpstjog Lab- Inc. TestRqxo No.'FTr L 1049, dated 1 L40615, d IL - sig and J Windowsand Deori,"' dated'12/0.&I 6, expiring, on 1 V2%21_ I p duct or material tested for qwflfty azuranceputposes. If "'Produd, or material 1ails�to pedomin the acce ted ro p 2 1n4=tTest per MC. TIASI 1-94 2) Large Alissil -0 ad' sialed by Idah.Dis Ortega��P,E..(rcgrepwtrevigedonl2,Q4il5a OJ1146) 1 Notice of Acceptance No. 1,,"529.15 isated to Vision Extrusion. Litnited for their manner, theims durer will incur the expense of such te-stnig and the.AHImay immediatelymroke, me dif�, o r 3) Cychc W, ind Pressare Loading per FBC, TAS 203-94 6, Test repoit on 1) Air Infdtration Test, per F13C, TAS202-94 -Bre';'M Coa tid (Painted or Laminated) White RWd PV C Exterior Extrusions for nupend the , use of such product or materialwrithin their jurisdiction. RER reserves the tight to revoke this along with rokked-up dowings and in;stallation. diagram, of vinyl sliding Mass door, prepaged 2) Unibxm Static Air Pressure Test, per FBC, TAS 202 -94 Wbadows and Doors", dated =13115, expiring on 09/30�19_ accept=e, if it is detennuud byMami-Dade CountyProdixt Control Section that this pfoductor material fails to byFenestration Testing Lab, Inc- Test Rrpoft"No- FTL 9717, dated 11'07/15, signed and 3) Water-Resi� Test, per FBC, TAS 202-94� 4� Notice of Acceptance No- 1"'712.02 i&smed to ENERGI Fenestration Solutiow USA, meet the requirements of &e. applicable building code-. This product isaplxavedasdewribedbezein,andhas been designed to complywith 1he Florida Building Code- sealed by Idahitis Ortega, P. E - (Test report mised on 02)15/16 and Ob"244 6) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for thew "TAN13,040 and Lighter Shades (Non -White) Rigid PVC Exteiioa, includin the Ifilgh Velocity Hurricane Zow- 2, Test report on 1) AirInfikation Test. per FBC, TAS 20.2-94 5) Cyclic Wind, Press= Loading per FBC. TA-S 203-94 Extmsions for W, indows and Doors' dated 09il 5116, expiring on 02jiMl 1. Drscmnmonserirs 557V.770-Vinyl Sliding Glass Dow (Reinforced)w*o900 & IVA corners-LM1. 2) Uniftu StaticAir'Pressure Test.. per FBCJAS 202)-94 along with maAmd--up drawings and installation diagraut of vmyl sliding glass door, prepared 5. Notice ofAcceptance No- 10-0712.04 issued to ENERGI Fenestration Solutions USA, "Bronze AYFROVAL DOCUNIENT. D=wiugNo,MD-,_;,5570.0'Rer B, titled "Viuy1,%hdinZ Glass DoofLNOA shem 4) Waterkesistanoe Test, per FBC, TAJS 202-94. by Feneamion 7esting Lab- lat. Test Report No. FTL 9-552 .- dated,11%15, Signed and Inc- far th& and Lighter Shades of Cap Coated Rig$d PVC Exterior 4) Large �MiSoe Impact TeSt per FB'q",rTAS ��" 1-94, sea -led by Idalmis Ortega, P. E. (rest rePM revised on, 024 5P.016) fib, ustaus for Windows an d Doolls" dated 09A11 5116,� expirtag on 04/ 16/2 0. Ithrough 21 of 2 1, pmpatredbyinamiFacitism dated I woi, 15 and 12st revised on 0,2/0 li2 I v signed and sealed, by 5) Cyclic Wind Pwswm' Loading per FBC., TAS 203-94 7 Test report on. 1) UnAbM StaticAir Pressure Test- per FB'C TAS,2102-94, 6. Notice of Accepta=,.'No j"7'I 2.03 immd,to ENERGI Feaest:mfiiou Solutions USA, A. Lynn Miller,'P.E.': bearing the Minini-Dade CountyPtodwWoutral Revision stmV with the Notice. of orced S202-94 6) V Entry Test, per FBC, TA z) Large missik Impact Test per FBC, TA S20 , 1-94 Inc, fortheir 10*e Rigild, VC Exterior Ex -%dous for VVIndows and Doors" dated Accept=e numberand expit*ion.date by the Miami-Dadle Cmmty Product Control Sectiom LWACT RAM NG; Large SmaH?Nfissik Impact R"istAnr along with inarked-up drawings and imstallationdiagrm of vinylsliding� glass door,,ptepmed 3) Cyclic Wind Pre;wt Loading per FBC, TAS 203-94 09110117, expmag on,0242.91181 Z .,Nft-5,SnX and by Fenestration Testing Lab Inc., Test R oft No- M.9$46, dated I 1XW15r signed and I r ep along with Marked -up drm-ings and itatallation. diagr= of vinyl sliding glassdoor, memed 7. Test reports No(s). 10-002-792(A), I "64M052 7- 535 75 1 -09. per ASTNE-84, Limitations: I - See table, I (sheet.Z) and table 2 (sbeet �) forapplicable SGD uaft sizes, design pres�, reiafarceinents. t� pes- sealed by Ida hikis Orteg a, P. E.. (Test report revised on 0 1 t44 0 and 02,; 11 �2016) by Fenestration Testing Lab, Inc., Test Rrport No, FTL 6638 (=w1m A-1 tbru A-2�),`dated ASTMD 1929 and ASTMM35, issued by EXOVA to VLsion. Extritsion for cellulosic glass t�Ws. sillriser (see tables B-1 & B-2. sheets 7-8) and anchorlayout sbeets requirements in 11 thlu 16- 3. Tat report on 1) Air Infititfation Test, per FBC. TAS 20' .1-94 , signed and sealed by Jorge A- Canso, P, E_ (Subm &Md.under A*0_4� No. 11- 1111W10- I con4x)site material - I Rigid VOute RTC, T�w,(Non-white) Rigid PVC andBro-ancomed (Fainted or laminated) white RipdPVC to be 2) Unifom Static Air Premwe Test- . per FBC, TAS 202-94 010764) (Submifted under A10A.-Mo. 11-010Z 04) tabeL-d-per:referexwedNOA'sreqt&ements. 3) Water Resistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC, TAS _M-94 8- Notice ofAcceptance No. 1"916.11 issued to Kiuxay America., Inc. for their 3. EVess operable doors mitst omply with min elm width or height per FBC requirement as applicable. 4) Large MissiLe Impact Test per FBC, TAS 201-94 2) Unifom Static Air Pressure Test, per FBC, TAS 202-94 -'Seutq-GLu?, (Clear and Whke) Interlaver". vq)iring on 07/04/l 8. 4. Fock-tt walls under separate approv4 to be tvTwiewed by. Building officid 5) Cyclic Wind Prem= L6 adingper FBC, TAS 203--04 3) Water Resistance Test, per FBC, TAS 202-94.. :9- Notice ofAcceptance No. M1117.01 issued to Kurmaykateiica, Inc- f6r their LARELM G. Each unit shaltbear a pem=ent label with the mandactmxes name, or lo citystateandseriesand 6) fiXad Entry Test, jxnr'FBC, TAS 2,02-94 �4) Large Missile lunpact Test pet FBC, TAS,201-0 " Traaolt VltracUar, Clear and Color PNB Interlayers", oq4ing on 07/0,81M 1b,UovY*g sta*wea�, "Mami-Dado'CountY Product Control Appromd", notedhenia. along Witbutarlmd-Up d aipd diagram ofvin)l. sliding ghs�� do", prcpa= d 5) Cyclic VrMd 1hesalre Loading per, "C, T AS 26,3-94 Itn� 71MVAL of this MA sbAbe pmkdered- after a renewd qplicabon has beenfiled and, there has beemuo by Fenestration Testing Lat, Inc., Test . Repott No- YTL &547, dated 1 21104115� signed and 6) Forced Entry Tea, per FtC'l TAS 202-94 F. STATEMENTS change in the applitablebuilding codeneptively affectii* the peribmiance ofthis product- sealed by Idalmis Ortega, P. E_(Test report ivAsed on 023 M6) along withmaked-AT,draivin and installation diagram of vinyl slidiagglass door. prepared P I - S tatem, cut lett er o f conforinance. w ith FB C-54 ", E di do n (2), 014) and FB C-6 0 E ditio n TERAMAY(ON,ofthis NOA wiU occurAfler-the expira tion date or if thete has been a re%=on..oT change in the 4, 'Test repott an 1) Air Infiltra ion Test, per FBC. T-AS,202-A kyFenestratiou T"g Lab, Inc-, Test Report No-FTL 6337 (samples A-1 thru A-5 dated 11" (2017� mied by manuf2ctim, dated 0&'14/17, signed & sealed by LynnMller_ P�E. waterkls, use. andlor mamiEwftt ofthe product orprocess. AUsuse of diisNOA as- in endorsement of anyproduct, 2) Urdom Static Air Pressure Testt per FBC_ T-AS 202-94 1106110, signed and sealed by Jorge A_ Czm, P. E. (Submbled under NOANP, H- 2- Statement letter of no financW interest. dated 04/1 & 17, issued by nzodkturer. signed for Saks, ackertising or any otImt-puqxosesshall automatic al�y terminate this NOA. Faftretacorwlywith any 3) Water Resiqance Test, per FBC. TAS 20244 010 7. 0) SC21ed by Lynn Miller.. PE_ section of this NOA shallbe cause for*rniwfion andtemavat ofNOA- 4) Lafge Mmile IMad Teo per FBC_ TAS 201-94 1 Letter of I-ab compliance, part of the above test report& ADVERTISEAMNT: Ile NOA nunibei pmeded by the Nvo r ds Nhanu-Vs de County, Florida. and fo llowed by the 5) Cycric Wind Pressure Loading per FBC, TAS 203-N C. CALCULATIONS 4, REF, Test Proposal No. 17-0387, dated 05�05/17, sig=d by Ishaq Chanda, P1. expiration date maybe displaytd, in admlising literature. Ifanyportionof theMAisdisplayed. then it shall be 6) Forced Entry TesIT per FBC, TAS 202-94 L Andwr verification calculalms. and structwal arWyss, com*ying with FB C-2014, done in, its entirety. alang witit maiked-up drawings andinst, allation diagram of vinyl slid' loor-pMared =9 glass 4, prepared by PGT_ dated 121094 5and.lasl mised on 021,115,116- si ed and sealed by G. OT]JER or U &%tnUton and LNSPECIIONN� A copy of diiS entire NOA shall, beprovided to the user by the mauuftduter i by Fenestratip'n Testing Lab *7, Test I d teport:No� 95U, dated 12,M4,113, sigat and 4er --0.4"Vo. RE; (Siffin(ftfd un, N, their eries L Notwe,ofAc tance No. 15-1,210.01, i�ax-,O to PGT Industries, for S c ep C%.2 iballbeavailable formispectiogatthejob sealedbyIdahnisorte ?�F_ (Test: reportre,�,ised on0l)0446 26&02111116)� 2. G122ing 6n;Jlies, with ASTME-1300,49 "55 7*012 77 0'" Vin y I SlOng, Gbu, Door (Re Wo reed) - L ALI:' cq=g on, 04/1,40. 1. C= C*4 This NOA revises & rer"s NOA420-0429.05 and cow'Ltft of thisp 1 and evidenceparps'&I, E-2 E-3, E4, ar �'Ao: 7 C) n e rxi=*d doc =ealation was m tewed by IshAq L Cla n 4 P X� lah4q,lChaw", PX. 1424 lClands, PM. z? "7 I-AX91 ChAAAA, PX. cr_ M >< PrDduct Control r-ait saperv! Slot Pr0awt control VAR snwvisar Prodatt Can&*] Unit SuptrTkor CL_ U_ a., = .NOA No� 71-0204.0a NOA No. !1_42004�03 NOA No �, 21 -0 2,05A 3 NOA No. 21-0205.03 - ExpirationDatet Apri114 M6 ExpiradvaDatet April-14,2016 Approval Date- Xforch 25.2021 Expiration Da to,- A Pril 14,1026 Appro*41 Dhtel March ISN 1021 ExpirmfionDaw April 14,210.26 I Date, Abreh 2021 Approval Date -March. is, 20.11 Approva 29, E Palo I E -2. E 13 -cc 3: cu In cc C_ c, C) FGT Industide4S. Ifte. CGI Wmdows and Doors, Inc. PGT Industries, lnr� NOTICE �OF ACCEPT-4,NCE: EVEDENCE SUB2NUTTED NOTICT OF ACCEPTANCE- EVIDENCE SUBXUTTED NOTICE OF Af E(T PTANICT, EMMENCE ST-78M 2. Evidence SubmWed under prel"Ms submittal E. MATERMLL CERTIFICATION,S (coutinue) 11. New EMenceSubmitted Quane?c Put SADer �Raggr Stapdad complymg with ASIM C5 18 Thermal Cqqducti�ity A. DRAMINGS AS-IME A. DRAAMGS, 1. DtawingNd.MD-5579.OR#rBtftled':ViikylShd'M$G'taSsDmNOA(,11%4)",sbeas 2190,1.6-Durability-No'Fo 9-P 11 Drawimg No.'AM-5_470.0 Rev B, titled"VinylSlidine �Glass� DoorNOA (LW,, sheets I I thmgh 21 of 2A L "ared by nunufactufer., dated I M54 5'and laa remed on 6, Pat ASTM, C518 Tbewwl Conductivity 2.212 BTU-ini through-1. I o f' .7 1, prepared by mmufact-m, dat ed I M 5 �'l 5 and, I last vmriwd on 02Q 10, 11 . 04i22-Q1D, signed and unkd by A -Lynn Maller, P�E� Quahex Dura;j complying with signed , and seaked by A- Lynn Miller, P.E. hr_-W�-T, AS111 F 1249 VXM-Pass, ASIM D 1434 Argon Penimmee-Pass, ASTM E I Note� This revision consists replacement of same existing installation scw%r with.flat head- B. TESTS 21.89 I.G. Durability -No Fog, ASTM E 546 Dew Point Developmnit -201F in 48 birs. 1. Test reports ow 1) .4jr Infiltration Test,per FBC, TAS 202-94 (Submi Ned tinder X,0_4 Xo- 15-0469. 05). 2) Uniform'Static Air Pressure Test, Loading per FBC, TAS 202-94 7- Vis� Extrusions- Ltd- Parts conT4ing with FVC-AAMA 303-13, Voluntary'Specification B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rio Polytayl Cb1oride (PVQ Exterw Profiles for Viswn Extrmons, Ltd.-VEX-1 by 1. None. 4) Large Missile Impact Test per FBC, TAS 201-94, AAMA Fenestration Eiderior Profile, Certifration Program (Submitted under NOA A"o I S- C. CALCILTLATIONS 5) Cychc'V6nd Pressure 1A%diqgper FBC, TAS 20-A 0409, #S) L N' one- Wong with marlmd-up drawings and, installation diagram. of all FGT jAdustirm Inc. 8- Vision Extrusions, Ltd. Parts I PVC-AAMA303-1-1. comp Ytng with, A10-9 represent;'ifive utits listed below and tested to quaffy Dowsd 791 and Dowsil 983 silicones, fStibiii�itted'iettder',A'O,�4.,Vo. 154 'for D. Q11_11L ST-TRANCE prepared by Femtration.Testing Labot*ory, Inc., Test Reports No - 9.� PVC-AAMA 303- 13, Voluatttry'Specif"itmi RigidPojyvinylCb1orid!t (PVC)txtedor FTL-7897, PGT PW5520 PVC FixedMadow (unit 6 in proposal), 09/0114 Profiles for Vision Extrusions- Ltd.-VEX-1 �y AAMA Fenestration. Exterior Profide I. aft Elepaknent of Regtilatory and Economic Resources OUHR) U) FTL-20-2107.1, PGT SGD780 Ah.unitum Slidiag Glass Door (unit 7 in proposal) rn-20- Catificatimprogr= 2107.2, PGTCA740 Ah= OutswiMCasecumt Window (unit Sin "posal)FTL-20- lk Notice of Acceptance No- 184217.14 issued to Energi Fenes=ion Solution, USA, Inc. for E, 'KXTERML CERTIFICATIONS 2107.3, PGT PW7620A Aluminum. Fixed Window (unit 9 in prioposal) and IFTL20�2107.4_ their �--Yan 3040 & light shade (non -white) Mlifte Rigid PV C Exterior Y_",udons for 1. Notice, of Acceptance No. 1"305.02 issued to Kuraray America, hie. for di& > PGT PA7620A Ahmainumfixed Window (und 10 inproposal) dated 07113120- all 4=4 Windows and Doors�', expiting,on 02JOC21. "'Trosiffoit, Ultraclear, Clear, aud Color FVB Glass lnterUyers�- expwng, on 0710&24- 0 and sealed by IdIlmis Ortega, RE. 11 Notice of Acceptance No. 1"122..02 issued to Enero Fenestration Solutim USA, Inc, for 2. Notice of Accept ance No. 17-0808-02 issued toKuraray America, Inc. for dr-ir L_ their se wis "M'Wte Rigid PVC Exteri" Extrusions for Windows aad Doors", W= g -M "SentrTGjasl, (Clear and White) Ghtss lnterbyers7' eXp='* g (M 07)0*,13- L > CL 0- C. CALCMMONS OM&123. 3. Noticel� of AaqWimceNo, 19-11,06.10 issued to Vision Extrusion$:Li witcd, for dwiT `Zrown 0 < L 4=hx verification, c"ahous and structuml analysis. compb* With FBC 7k I', Notice of kcceptance No. .20-0203,03issued to Energi f0estsation Solution, U SA, Inc. for, Qated Mmated' Rigid PVC Extorior Einitsd or:AV C Ifftint6d prL %Ukk ons, f 1adows Edition and, sealed b . (202q). dated 04/12'_V20t prepared by Y their "Brom & ftht cap Coated N81W ftid PVC EXterier EXUusions' foll. shade �L, ey and Doors" j=g ca 09,30PM. _+_4 0 Anthorty Lyna MA'er, P_E� Windows and Doors", expinag on 04,116125- 4. Notice- of -Acceptance No, 18-1100-11 issued to VL4an ExMisions Limited f" drjr sairs =3 2- Glazing complies.,with,ASTM 11300-04, _09, _12 and 16. "X7E 1000 Tan 202 and fthter shades(Noo-AVhW) Rigid Cellibr PVC Exterior _0 D. QUALITY ASSLMANNCE F. STATEMENTS Extrusions forWindowi and D oors7. expb* on 1129,121. 2 Mip�Dade Department of Rr-glatoxy and Economic Resources (RER). 1. Stateramt letter of confonnance to YBC 76 Edition (2020), dated 04.2120. issueil by CL rnanufacftarr signed and sealed by Anthony Lynn Miller P E. X N F. SLATF-1 EET �TS, E. AMATERLAL CERTMCATIONS 2. Statement letter of no financial interest and of independem-issued by mantifacturer, dated 1. Statemerit letter of conformance to IFBC 71* Edition (20120), dated 0211014271, issued by 1. Notice of Acceptance No. 19-0305.02 issued to Kuu-aray ALmerica. Inc. for their 0418020, signed and sealed by AnthortyLym Miller, P_E_ manufacturer, signed and sealed by Anthony Lynn Mler, P-E. U) IlTypuffell- Ulhwlear, Clear, and Color PN'B Glass Interlayerf" expiring on 3, Primate Labeling Agreement documftt between PGT, dated 03,30AS and s4pind b y all 2.. Private Labeling Agreement dated 0109121 between PGT butustrks. Inc. and CGI 071004. Win;1qwsaq4'Doors Inc.,:sigved by, Dem M, Rua*, �Z-, Vk E ngin�g on behalf of 1 Notice, of Acceptance, No. 17-0808.02 issued to Kurarav Ametica, Inc. for their "SOnw.rGhst both ccriipartits� (Clear and Ulbte) expulug on 0710402�. G. OTHERS 3- N otice of - Accept a= No. 19-1106.10 issued to Vision Extrusions Limited for their "'Brown I- This NOA reiises NOA# 17-04!0.06,TVT w/QGI) and, updates to F.BC202,0 (7' Edition), 'G. OTBERS Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions expiring "� 1,1211 - L, ibis,NOA revises �& renews NOA# -.W'0429.05 (PLA.w/CG4� expiri4g, 0,41426, f or Windows and Doors", expi6uT an W/30�24. 2- RERTest proposals #19-1155 dated 01/1000 approved by IshaqI_ Chanda-PT. erpiring 2. 'Me cummat associated PLk CGI file #21-0205.01, expiring 04/14,26, 4. Notice of Acceptance No., 18-1106.11 issued to Vision Extmsiow Limited for their 0 4;14 021 W series "ATI 160 Tan 202 and Toter shades 0. -on-Tilute) Rigid Cellular PVC �-: Exterior Extrusions for Windows and Dool"S-, 4CXPmng on 1129.o21. < 14arl L Chanda, WE" Ckau&4. P1. Z IA%q 1. chanda, P1. Product Couttle]Zwk Supervisor Product Can" Usk sup"Tivar :Z Prodatt Cqptl�01,Lluft $uf*rvi,wr NOA,No. 11-010.4"03, OOA NOA No� :1,701.05.03 Expirad�n Dat#� Aptij 14,1026 ExpipaAoa Dadm,. 1413,21026 April __j FxWx4iGwDA4t,_"1, 14,1026 Approval Mt*. MarelL 1$,20211 E -5 EA, SHEET NO, August 10, 2 022 PA 1.4 MIIAMI-DADE MIAMI-DADE COUNTY W PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I 1805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (?86) 315-2599 NOTICE OF ACCEPTANCE (NOA) "v.miamidad&1ov/ec n my L_q_ Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDE NCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LL 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 Seffner, Florida 33584 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details ", sheet I of 1, 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of L 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, tilled 1, prepared by Craig Parrino, RE., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6 & 12 " SCOPE: "Cost -Crete 4 ", 6 " & 12 " LintelSafe Load Tables ", sheets I through 3 of 3, prepared by LT4612, tilled "Cast-Crele 4 ", 6" & 12 " Lintel Safe Load Tables sheets I Lintel Safe Load Tables sheets I through 3 of 3, 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 of 3, prepared by Craig Parrino, P. E,, dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E,, on 08119114, The documentation submitted has been reviewed and accepted by Mianii.-Dade,County RER- Product Control drawings signed and settled by Craig Parrino, A K revision dated March 11, 2008, allsigned and sealed by Craig Parrino, P. K, on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 2Z 20J2, B. TESTS (AHJ), 1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and 1. Ndne� This NOA sball not be valid after the expiration date stated below' The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared B. TESTS 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 08119120.14, 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. Calculafionsfor Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miarni-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 Cast -Crete Lintels, dated 0512910-3, 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 Pareino, P.E.,,signed andsealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS L None, Zone of the Florida Building Code. 1. None, DESCRIPTION: (Cast -Crete) 4",61' & 1211 ffigh Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual.for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast-Crele 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. Letterfroin Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manualfor Prestressed Products dated 2002. by Craig Parrino, P. K, 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. MISSILE IMPACT RATING. Large and SmallMissille Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturees name or logo and the Miami -Dade prepared by Craig Parrino, P.B., dated March 24, 2003 and Drawing No. LT4612, titled 1. Arone. B. TESTS County logo. "Cast -Crete 4 ", 61' & 12 " Lintel Safe Load Tables", sheets I through 3 oj'3, prepared by 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1, None, 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None, C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety, E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 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. 1, None, Crete USA, Inc., dated 08108117, signed sealed by Craig Parrino, P. E. 'This NOA revises NOA # 19-013,0.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and �4 d E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. ;inly'A.- a ar, P.E., M.S Supervisor �/+Iehny A. Makar, P.E., M.S. _,/A JA - CMefmy A. Makar, P.E., M.S. Pro uct Control Section Prokc/t, 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 CKAMM=ADECOUNTY Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/1112023 Expiration Date: 09/11/2023 og Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/Z020 Approval Date: 08/20/2020 Page I E-I E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1, None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By,Miami-Dade County Department of Regulatory and Economic Resources (RER). 1. By Mtaini-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None., 1, None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- .1. Compliance Letlerwith the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 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. LT4612, tilled "Cast -Crete 4 ", 6 " & 12 " Lintel Safe, Load, Tables", sheets 1, through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 20.14, all signed and sealed by Craig Parrino, P. E., on January 22, 2019. B. TESTS 1. None, C. CALCULATIONS I. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatoryand Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1, None. F. OTHER 1, Article of Conversionfor a name change. CMelrny A. Makar, P.E., M.S. C�l Helmy Makar, P.E., lvLS. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2OZ3 Approval Date: 08/20/2020 Approval Date: 08/20/2010 E-4 E-5 August 10, 2022 (D U) —00 > 0 C: 0 0 L_ cu -#—# 0 -a a) M a- U) a) CU 0 -cu ch 0 C_ 2 0 - c 0 CU = 0 .0 CU LL %+- 0 CU > Cn — Cn -0 a) E " U-4 2 _C= CWU -0 4C U) z z W mi >< r= Cn E co > 0 > L_ CL 0 CL 0 < Cf) CT3 U.J < Z z 0_ SHEET NO. PA 1.5. 4 / ::—� : MQl)=-EvALVAUQNJ4W,0XX&0-10AZ" 2 ll!"=tzuum�� $ / I I L1 EC-,0 IM\C TILLIT TESTING & ENGINEERING DOMPANi 22,19ST REPORTS: 0. M RAGIERMMI AND $PEWEICATLONIt 'WA TT-Irilk A. -riH—rr, YR,, FE, - -- ---. DI Large missile Impact and fatigue load tests were performed under Protocols TAB Shall be strictly In accordance with General Notes and Components indicated on YLIM Z41M 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 TI, C A, LW,.- 14I 0006" ,19 as per TAB 202 Protocol, Test reports prepared by Hurricane Engineering & No-20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, I TIC ., Reports # 96-589 dated 08/0911 996, #96-670 dated 0911 8/1996, 26, of Product Evaluation Document (REDJ, drawing No, 20-176, P RVIDUCT-EYALUAW&MP-QU #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, P- I-,, Fenestration Testing Laboratory, Inc. reports# 20,32 dated 0411611098 and # 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P�E. and Report No. 7. M -cj a N a I =M-Q E .- REPORT NO.: 20-0720.01 0219,01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, musf. P.E. and Henry Hattern, P.E. 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc,, dated March 13, 2009, on sheet 1 of 26, as well as General Notes # I thrut 4 and 1 1 thru 16, indicated an sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shultm signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc. and signed and sealed by Walter A, Tillit, Jr., P.E. PRODUCT $US -CATEGORY, Storm Panels I .1 . 24-S.T,RUCTURAL FNQ Nr;rff,UND-"LC=T=S, T2. Product may be installed within HIGH VELOCITY HURRICANE ZONESs:S ,On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 162G.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL Wind load, as well as maximum anchor spacing vs, design wind load and panel MANUFACTURER; length based on rational and comparative analysis, and in accordance with section 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc., 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. 480WO S.W.. I Street dated 11/03/08 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P.E. Davie, Flond*333`14 IP 3. MISSILE IWAGIREMSIAHM Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License li-P��l�ill!��!��,��E05E-QEIYjALMATIQ,N; This Is a Product Evaluation Report issued by WallilorA.Tillit, Jr., P.E. (System Large missile Impact under Section 1626 of the Florida Building Code, as pot No. 44167)i President of Tiltaim, Inc, (Florida CA-000071 9). I ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAB 201 Protocol, ,k%%10101040% 01 020-3, Method I D of the Florida Department of Business and 4..MND LOADS ReSISTANCF.: NO 9, N T14 4�1,SSIVO, IA;k� ! Professional Regulation. , 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind I " .., . . . .. 0-:!�. . . .. EN19" , %�� . ..... ' -.,,;% , .� This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall beas Indicated on sheets 8, 10, 14,15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. rN .. . � .1 - -, ,; . . �-:;��,-_--, - '� I 44107 . **a been verlilled for compliance In accordanoewith the2020 Seventh Edlitionottho Florida Building Code, and to verity that the product Is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, - ,J=t�.�. _ _ : ....11111rl I* 'i ------ �!'�* .. . - "4 , * ,7 , OF at least equivalent to that required by the Code. 14, 15, 17, 16, 19, 20 25 and 26 of Z5, of Product Evaluation Document (P.E:D,), � , ,��,�O,XEI , 1 STATt .1�51, to drawring No. 20-170. / 4� N, . A"..'14ORM�, .."A iI, e�,�-W, ,e This Product Evaluation Report shall be subject to review and revision In case of IAWIALLAMNA .kIi '1'1,',?18/0NA0� ';e ft;1l11HIl0%1"`iI a Building Code change that may affect Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on WAIMILL 2. EVIDENCE _WAMff1M - POCUMENT(R.EAN� sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E,D,), drawing No. 20-176. Minimum separation to glass shall be as D�I TILTECO ADMON RECORDS � P. E. REPORT.20 1. GLOO&L, PROTECTION PRODUCTS, LLC � 20 GAOE GALVANIZED STEEL WFORM PANELk ORM * 20-1?4 k REPOPrr # 20-0726,01 Drawing No. 20-176, titled "20 GAGE GALVANUED STEEL STORM PANEL", indicated on sheets 8, 14,16, 26 and 26 of 26P of Product Evaluation Document (P.E.D), drawing No, 20-176. Sheets 1 thrv26 of 26 prepared by Tiltaco, ft.; signed and sealed by Walter A. Tillit, Jr., P,E., dated 07128/2020. This drawing Is an Integral part 1�,Jpile I Evaluation Report, OTAll flIfoo" , :,&'��R A, Pi4'e !,,, 4 rfro k'sl%IIIIIIIIIIIJ00" . : P" .,01;�� k T1441,'0?I',. � ... .... V'. IN � ... ... /,� I ---- , 40, 4 - " , - - T , . I" ",.. ,/,k .. \,Vky - , -7��- , � ,�, e ... ,o�:I� I / W!V , --N&,*,, :P �-,- - 4?� ..,'\�\zE i ... , -- � I -� < � . 1-6 .. S --� - - --L, �� -e % / -.-.- -J� —,�' No, 44167 ', F ,�-'4- ; . �.*M_ - 1 67 -.. I --7.1 I -- - - � z : M -- , , ; , 6:'e.0-V: .* .*S 1� " � .rJ 1. ,,, . �, , ;*- ,7,, �,,, I * I . E " / -1 / - OF - -- � ,r. - I t.p - � -'I; �Jp , .. O.", , , - " OR. V) I, SIATE ,.,,�; - Y, - -� -0 V, . "I . , A �, "Le" 10,�,"A ZORI'D ,"._'�f S �,,,-I �,,z �. I .. , , . - . ,W. S, '. - � - * , 6355 N.W. 36th Street, Suite 305, Miami. Fiayltil&.1�31.66 - Phone: (305) 871.15,40. �/ 0 1 1*1011HO"W" o�,,,, e ,.,,, 11. G , .6 k# � �. Y,,,, 8/() '4 ov, 11111,1NfillcitiLl" , I 11 IT I GENERAL NOM: 6 -�) IN CASE THAI PRECAST SIONE. OP. PRECAST CONCRETE PANELS� STUCCO OR WOU, BOARDS BE FOUNO ON TilE 6WA-M.JiLAW-.w=sTm sn3m M EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO RIACII THE MNN STRUCTURE BEHIND SUCH PANELS. I VONM PANEL SHOWN PRODUCT EVALUATION DOCUMENTLIP�ED) HIS BEEN VERIFIED FOR CWPUANCt. III ANCHORAGE SHALL BE AS MENTIONED IN 0,13 AND IN 82). ACCORDANCE WIN THE 2020 (7th Evitionl) OF THE nDINDA SO , con (0 TLUISEIm' LildioD im.iN,-uffsifjc-�-,&�,,i.�mAiii-"- DESIGN V014D LMS SHALL BE DETERMINCO 4S PLO SECTION I WOOF THE ABOVE MENtIONEV Cani - 1/4-0 TAPCON ANCHORS. AS MANUFACTURED BY 1.7,11. SLIAMA. INC FOR A WIND SPEED A!� REWIRED BY THE 4URISDICWN WHERE "in SHUTTERS WWI BE INSTALLP AND - #14-10 PANELMATE FEMALE 10 AND PANEUMATE PLUS ANCHORS, AS AMNIAACTURED RY 1100 M05TRUCTION PRODUCTS FOR A D)RECT)ONALIFF FACTOR K4*0 05, LIVING ASCE ?-ID AND SHALL NOT UKEED W, MILUMOM LASE) - '�11.-' UNG SMWS PER NO.& CWSGN PREMIRE RAT*0 INDICATED ON SHEETS 7 THRO '21 14. IS' Itl 19 & 20L - 7 0 V 5/a* VIDEO 008010� AU (05ITREWED BY ALL ROM SCREW, BOLT * spor.,moy up 114 ORDER To VERIFY T14C MCNE CONDITION, 001MOLI 00" W*D "LAOS PETERONE0 PER Asn ?-Ir r 1) 0114 WM THREADED PENCTRAWK INTO WOOD OF TAPCON ANCHORS .SHALL BE 7 112* AND, 2' FOR f,kCO PANELMATE PLU5 .SHALL BE FIRST REDUCED TO A.S.D, OLSIrN WIND LOADS BY MUILMLYIN7, THEM SY 0 6 IN 09MR 17) mow COOPARIE IHL'E W? MAX f,A S 6) DESIGN PRESSURE RATINGS INDICAYEt ON SHEETS 7 TICRU 17, I-, 15. 16. 19 A, 20 PAKIMALE FEMALE 10, IN ORDE 10 AWIFY THAI AN&HOR$. ON THIS P ED AS TESTED WERE NOR UVER 57RESS11), A &2IX INCREASE IN ALLOWAOIX P-2) MINIMUM THREADED PENETRATION OF LAO SCREW, INTO THE WOOD .TE ONO SMALL ST, � 1/2' NO THREADED " E, PENETRATION INTO VUCCO SMAI., BE CONSIDERED AS PARI OF THE MURIEL) IMACALIM PENETRATION, STRIM FOR WIND LOADS WAS WIL USED IN THEM ANI&MS FASTENMS SPACING TO WOOD HAS SEEN DETERMINED IN ACCORDANCE WiTH N.D.S� 2018. C 33 MINIMUM ECOt DISTAW -Y LAC SCREW$. MCI WOOD SHALL BE AS INDICATED IN MrS OkAMNG STORM PANEL'S ADEUVACY MR. IMPACT AND WIND RESISTANCE HAS SUN VERIMO IN ACCORDANCE WITH SECTION 1626 OF THE ABOW MEN71ONCD VOM AS PER HURRICANE ENGINEERING Ai TESTING INC REPORTS INI-5159. 06-570 & 96- IX AND C 4) MINIMLIM PENETRATION OF WOOD BUSHING SHALL BE 5/K 1/4' 0-20 SCK-WS USED SKAL.I. BE 1 I/2- LONQ moi r(NESTRAPON TESTING LAO ING, REPORTS #2032 & 02120 . AS PROTOCOLS TAS-201, TAS-207 AND TAS-203. SHOULD SWCCO EXIST, AND I� MINIMUM FOR WALLS WITH NO STUCCO. AS WELL As AIAVITI TEST LAO Of SUUIH FL099U REPORT 00219.07 -09. AS PER 704' 201, TAS 207 AND 'I IAS 201 9TAINIM. C !1) N CASE "I PRECAS STONE. OR PRECAST CONCRETE PAKLSi� STUCCO OR WOOD SCUMS OF FOUND ON THE E05fING WALL, ANCHORS SHALL Of LONG [NOUCIJ tO REACH IMF MAIN STRUCTURE DOWND SUCH PAHEiSL 2 ALL ALUMINUM OFIROSIONS tO OF S063-46 ALLOY AND 11WER. (UNLILS5 ODIFRW1%E NOTED) SEE SHEET 2 ANCRORACE Wil !BE AS MENTIONED if, rA) 1.�!l At t A.) I ALL ALUMINUM SHICIT METAL USED AT CLOSURES ',44AL, LAA 3W-H14 ALLOY (U) ANO140" SML BE WSTALLED FOLLOWING ALI OF 11LE RE0LAAf""TKW*$ AND $P&A(GARONS UF fill. ANCHOR1 MANUFACTURER 4 ALL WELL SHirV AKIAL RAW-k, SMIkU, 40C STRUCTURAL QUALM STEEL, ASFM A-65S GRAW V MINIMUM, U-00 OALVANIZED SICE!, DiSIONATION ii 56,$ IMI �AFTER ROLLED), 6 PANELS MAY ALSO Be INSTALLED HORIZONTALLY FOLLOWING INSTALLAII04 OETNLS SHOWN CA SECTION 3 TkKNAM Io (SMEL-M 4 IHAOU04 6) EXCEPT THAT HEADOIS 0 A, (i) SHALL NOT BE USkO S ALL SCREWS To BE SIMMESS 7DEL 30- OR 316 ASI SERCS 00 GORROSTOI, RESISTANT CCM= CARBON SIM AS PER 9 11 SMALL BE IMF RESPONSIBILITY OF THE CONTRACTOR 10 YERWY THE SOUNDNESS OF THE SYR URE WHERE U DIN 50018 W1 SO - WILD STIRFNCTM AND 9C 44 TENSILE STRENGTH & S)OLL COMPLY W/ FLORIDA BUILDING CODE UCr SH ITER IS TO BE SECTION 24ff�3 .3.4 ATTACHED TO INSURE PROPER ANCHORAGE THIS WUTTER SHALL ONIV RIF ATTACHED TO CONCRETE, SLOCK OR WOW FRAME WILD"G$. 6 BOLT$ TO OF ASIM A-307 GALVANITIED STEEL, OR M51 Z04 iml% SlAMESS STEEL, WITH J6 14i MINIMUM YIELD SIREN4PH, 10. EACH REGULAR STORM PANEL WITH LENGTHS DAR IV-0 THROUGH 124% $I$ PER MiCTIONS 45, a. 9 & 10 AND ALTERNATIVES SW, I AW.11M 10 WALL SHALL BE AS MLLO^- ON & IOW ON SHEETS 3, 0 6 12 RESPECTNEly: SHAIA, HAVE A LEGIBLE AND MOLY VISISU WRITING &MMICTING OWNER OR TENANT TO XrUFM PANELS III APPLCAHLF ROWORCIDAIEW DURING PERIODS OF HURRICANE WARNIW, (A) fg,.Lifk2[kiA. PQWff�D.,POhClEETF Ii THE INIVAUADOIN OUNTRA000 IS 10 SEA CAULK ALL. SHUTTER V)MPClqfNt EWES WINCH REMAIN ill CONTINUOUS 1� WACI W"$I - 11410 TAPCON M01 I QW4 AS MANU(AtTURfD By I 7 W WKAX 'NQ IN"' f'.3197 Pr. MI) THE BUILDINO TO PRWNT TVIND/R,41N iNTRZSION. 1/4, 0 , 7/0', CALR-�N M4080ps. As K.XUFAcLIJAF4 BY DONALT INC� (MIN. i'.1ODO'p,v.) : /4*. 1 3/4' SOLID -SET ANVIORS, N', DISTRIBUTED By AILL PORD ICKV, BOLT & SPECIALTY CO IZ 51OPM PANEL 0MAUArION Shut COMPILY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY 91AIVIND AND ZDNMIG REUVLArONS IM"' F".3000 P,v) PROVIDED 15Y THE JURISDICTION WHERE PERMIT IS AJIPL" TO, - 114 - To PAKILWAR: FEMALE 10 & PANELMATE PLUS ANCHORS. ASS MANUFACTURED By ELCO CONSIRUCHON PROCKICIT. (W . I" 4AN P-�.? 1.3 (a) THIS PRODUCT EVAUATHLY DOCUMENT [P F D ) PREPAREE, V THIS ENGINEER IS GENERIC AND MES NOT PROVIDI, INFOWAI)OR - 114�� ,F-TAP-ORIP ANCHORS. AS MANUFACTURED Off 7ft-FAST CORPORATION (?'1600 III-) MR A SITE SPECIFIC PROJr.CT, I. WHERE THE SITE CONUMONS DEVIATE MAI THE PE,D A 1) MINIMUM EMBEDMENT Of TAPI ANI INTO POORED CONCRETE SHALL BE 1 3/4'� 2� fOR PANIELMATE FFNAF Ll�) WORACIOR In K Rr"SISLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE WM OF THIS PRODUCT BASED ON THIS P.E& PROVIDED HF41SRE: DO'S Nat OMATE FROM THE CONDITIONS LIETNUED ON THIS. DOCUMENT 0 AM FAMEMALTE PLUS ONO I T/4' FOR Cr TAP -GRIP ANCHORS CONSTRUCTION SAFETY AT SIM is THE CONTRACTOR"$ RESPONSLIMITY &4) CAJX-IN & SOLIC-SCI AN040AS SMALL HE EMBEDDEU ?/R* ,470 111f. POU000 CONCRETE 140 ENISUMENI INTO W THIS PRODUCT EVALUATION OQQWMLNT WILL BE WNSIDURCO INVAUD IT MODII)ED STUCCO SMALL Or XTRWTIW, I/C 0-20 SCIIEWS USED SHALL BE 1 7/2' LONC MRhfMUM SHOULD tiYUCCO FXIS71� 101, MINi#AU4 FDA WALLS WITH NO STUCCO, AND MAY SIT HEADED SCWEWS OR ALL T401CAM SCREW$ W/O HEAD. (II(I SITE ."IECTOIC PWhJECIS'SMI44 SE FIRF.AAAED 0T'A FLORIDA REGISTERED M,Ntfll OR ARCHITECT WHICH WILL REMME THE ,,,, WITH "NO WIT& R,CCORO (C,O-R�) FOR THE PROACI AND '" 04 BE RESPONSIBLE FOR FITI � ,ZN!,EPU,(),r , � 0 THE PXO ENGINEER OF RECORD, ACTING A'S A DELEGATED ENGINEER to THE A. 3) IN CASIC The, PRECAST STORE. PRECAST COHC" PANIELS PAVCRS STUCCO OR WOOD 9000% BE POUND ON TNT Fir 0 ENGINEER, SqALL SUb�n TO THIS LATIT.1w tili, SITE SPECINC, 6RA"", FOR RINIM EXISTING WALL OP F-LOOOR. ANCHORS 5 Si LONG FNOU�H TO WE'EA& THE NO STRUCTURE BEHIND SWI PANELS ANCHORAGE. SHALL BE AS MENTIONED IN A 1) AND IN A 2) (4) THIS RED, SMALL BEAR IMF DATE AND OMOINN. WAL AND SiGNAIIIIN, OF YHE PROFESSIONAL ENGINEER Or RECORD IHAT PSEpAREU IT (6) 1"MUhfi-WUW=-U.0aI-XALL*T!A Q791i. 0 TAPOD4 ANCHORS AS MANUFACIORM BY 1. I W SULLM, INC. 14 SHUTTER MANUFACTURER'S LABEL SHALL HE LOCAIG) ON A READILY VISIBLE LOCATION AT STORM - :/4* /4 ' ' 1/13' CkM-4N AhG'HO`S1 AS MANUrACIVRDD By OEWALr INC' �W"4 "I"500 pl..i' PANEL SH"'TrA IN ACCORDANCE WITH SECTION 1709+9.3 OF FLORIDA SLIU)M CODE, ONE LABEL - SH&I 017 PLArCD FOR INEW OPENING. LASELINI, to COURLY 1*114 SECTION t?QD.912 or FWE - '14 X .5 0 /4' SOLO-SCT ANCHORS. X. CISMOUTED By ALL PLANT '.;FREW, BOLT & SPECIALTY CO. FLORIDA ITUILOING, CODE LON C." too P .") -71 - #14 11) 0 SHALL ONLY at' USED PANIALMA11 FEMALE la AND PAWAMATIr PLUS MCHOICS. AS MAWACTURED BY 0,C0 CONSTOW110 '15 , DIN o$ , �� I � I �� i��, STATE OF FILOR�DA I ,.,;DU' , �M(N f'4-2071 O. 1.) "A"." - I'll. . OF 70-GiRiP ANCHORS, AS MANUFACrUffro By TRU-FA%i CORpoPAVCRL I 714 �1& , . I . 4 ` . 0 T� MINIMUM IMIJEOMEW, 01 IAPCON ANCHORS, ELGO PANELMATE!, AND Ct TAP-CRIR ANCHOR. INTO INF f .,. - 1�1,0% FLORIDA BUILDING CODE (High Velocity NOT Icons Zone 01411 SHALL BE 1 1/4'. , RX10 "TuLk We I'll BLOCK , , " -,�', 1 20 GAGE GALVANIZED STEEL STORM PAItEt : No- `� I ZQANN Wr Y-2) CAALK�114 III SCXIOSFT ANCHORS SIVILL BE EMBEDDED ?IS- INTO THE CONCRETE BLOCK UNO. NO CMBO� 167 1 -- - LONG MINIMUM SHQULII�O r----- -, GLOBAL P &/" MID STUCCO SHALL BE PERUITY1,I). 1/4* 0-2o SCRIENS USED SMALL BE 1 112 -,�� Ire� ECTION PRODUCTS, U.C. "" AND I' MINIMUM fOR WAUS WITH � I LIST, a -O' STUCCO �.. Kr— NO STA or 4 IL ECO,., 1. — ,* - - - - --- - - ---- -- I � SA W SRWR .. ., "4" TILUT 3.K I'L 333 . V. ,;,<--'-,.40 ........ ,Rfl 4-0URAF�Zl -Fr7F, PIWW. ("A)9*- `301 PW' (9.W*.4N,1 20- I 16 'k. , L - , -. - - ORIMING 11. �,9�` . NZ 10 . RIK/oAx ..". �� - ,.i, 4 ------.. 1`10 SLI; , I I I � . -11, � ... . "RAFT � a 70 ''I 1 1 ---- INSTALLAIIGN DETAIL5 FOR REGULAR PAIII & 4A -- INIQ EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCIOM ANCHORS I.. (at LE ON CON=n Alcolm �� "arns a ITMI t) CONCKM 01WHOM I I % ..... . 1%== -;)� � � ,,, ,, , � .*1-X1=.11.Z,`O)- I ,,,�� I 7 CO.- 1. EXISTING PDVRro CONCRETE ANCHOn 1 (SICE SOMMULE a" - , � [ �4) FILM 4 THI li) "'k I A EWING POURED ,','�,, CONCACT9 FKQULMCO� �1� I �-U4 , -"' \.� - � � C-��,N 11RE57L . �,�,',,,'�'L.�,�",�,,,,�,�,,,-�l,�",.�,�,,�,,�,,j�,,�,, , II!,'N' I �,m izp, I ,w , -,I� Mi,,. . IS - - I I - , , g � -4 ft,- ,1/4 I 1-11 i'1111, - . 1� 4 fl:: -- - 7111 - C, ut.-Ar" � I'd,- IL-sj�- I k � , 1. - I � I -mp.. I - I I 1; i � 1, "; ly - -I � �:�, - � -- ,,, -1 1 111 I 17-1--i i �', I �,-",,1111 topiNG ROUND, E'D � '= � I i G � I i�', I No ".C."46" I I ,�: - - � - " i " �., #Ali- ED. ,�-- I " � ED � a I 11 W I I g - I ,4i =K,F � . � i OR,,1 "I � i ,��, ,,�,: -, ,:::;�,O,��,, ,�,, ; � ! i 5 , I , �.��,,. 4 - I I'll , ,, IZ,��`,�,�:,�,� . . ww", r �1' 1 1: : , ", I - � - -� I , gvw. . �,, ,,,,�, 1�11, - ". , ,i , I , F 9 I I ,� I 9 I.: 1 � I 1% "Icur I 11" M4"N - i 13, I 1 Won, si W 4, & tww STUD 0 I: ,A- ca i I I , " OC i - I MIN , I I i I& W T, I a , % ""DO, ) -- i '(!I I I I , 11� ,. � 10;111 1. - I", I I I =---I I 11'� i ARA M even, I ,ze"D" I ="'M ,, (J ) � I I . , I I f � I I I .-- . , - , �11 . I I -I i f I "'.. ---I I W. 1. I I I;I 2110."-� i ; 9 ; : i : (�) A� : I � i 8 ,;,`,�`,' ��'l�,7 I � � , I I ,�: I I i 05TING P F. 4 ,,, : i �, : ! § i i 1 . 1 I q I ,I --- W.*&n I I VIEW, InAI � - � I I M. ' dT pla . . � i I I I I * I �,Z,�i� ,��,', �,��',§, 0- I � ,.", i ,� "" K�- - I " I � �� I- , ; � � � 1 4 I : i � I I W'. I ,,�7�,,�,,�,.�,.-��i,,:��,,,�z : -Ew I : 4� ( I -,'��;� � ;ztv I� I/11 �ON. . . ;- � -- - - - 4� 1 - i�,� - 1. I I I -�" "' 1 32 CONCRETE OR I R 1, " ' Ir"I'.. �, � k.1'.] .L 1, "1101tIE"o'0911 I .11, -1 I FDSTINC POLL k " "" cX I CONCRETE OR Ike - � EW ,� ", J * , I ;1 ," r =,"Rb I d 1/2, cc" ;1 "" i , I .1.1'.... . .I 1�1111 .. CONCRETE TIL" - � �. . " CONCRETE Su0CX � 1'�� I I . , t-1,4. 7--� PEOU11i . � � " - , � � 7r! I "' � I � �,,� ,� "'.�',, --��' �. �__, INI-�' ��,\ I �11111'11'11,�� ,��"�,�L,,,,�� . I , , � I CQUIROD. .11, 0. -t ,i', - I I I , � 144, r-111 T t IT .1� ,...- I. I., !� -i-I � "61*4 � ; " , , /,-.,: MIN,] - , " �., 11 - I - mi., I CO.GAVETIOURED 1 -3/4�- 1,11 --w A - � I" . ; , �� , I � , REOVIDEO . .4 A 1.'� -l"Ma, � CONCRETE ANCHORS � z.,� ' ,,� ONA IONKII CONCRETE AND"OKS � -----E 0. ' 'L - CONCRETE ANC"Oft �'11 (4) 04 �-wn.?.- S" e v r COA4111CRE ARCHIMS 'a STA001M W/ SM- ,� ,M,," M T,,RI A . ONE: ACHMLE W ` , (SK ouu: ON - - - ��: OR'L #MveR, (SEE Sottma (X*- , IUA5 0 4 CIA. IMF SCIKVJUE ON SNUETS a THNINUCH 0) SHEETS a lioxxIcH 9) "I . ',�� A'. . . ..MnEt. ,I warn it TNR:x,cN 0) WAL4 WPUNTING 3H%,j I 'MOUNM BUILD OUT MOUNTIN a-001".1 NUN ALTERNATE IMP OUT VQUNI I !%�X�u I i, ,� - - - - �r , r � I I 2 E.D. -(EDGE DISTANCE MICIRD,Al I - -�. 1.9=,. - I 01 I i SEE SCHEDULE ON SHEETS 8 & 9) I I R) .- I A I I i I I.! 4-0 V. 1 1 MR FQq I !�-- I vw 0 IT I/;- PC i IM TOP & BOTTOM MOUNTINCIS CAN BE �, a k � 0. St"040000i'to, A. rl, ", COMBINED IN ANY WAY TO SUIT Atit i I � -.-W LL I rrll',N,�,i�! , , 31',\,�,�'N�,,,��-,,,,� 'pok , " � L. 4F ��r , " ILIC ii�, .,-�.,�\,. - INSTALLATION, i��14,,',�:��'��'ll,��,,�:1 , , ")"No Poulm I � ki, - e * I �, V -.7, 1k FLORIDA BUILDING CODE (High Velocity Hut one Zone) CONCRETE 11 --.3/4 � � �,'. 4COLKINDO. - - -- - E,D,- , ,- - - .. CONG.'i"A" , - , ,, ` 7 � � I*: , - - . S I .. i =26 TILTem ni 20 GAGE GALVANIZED STEEL STORM PANEL "IA MAIN . . ,,I *L,rmuft: . QIEILINQ 48P Q=R..MW 1SENCT%10eN,2A V .. *1 s P% .:� ov� - . . 14-,;-� -� 1i; -,�,. 0 .., . - U I'll , .., I I - GLOBAL PROIECIION PRODUCTS, LLC. / IILIECO..C. I Tr "'NAV4.110410 =2=10= 'CAn' 20-176 %cAUE 3/8-1, .. ".. ftdkE,- (".)X-110b, INC 016AX"Am � 11 W�T. � LIMIT 001 -- - *4" NA, 0 0 i � IIN -%9,071 -� R -, n 1� ;;J -.—.-- . ... � - I 11 I I . " �,� I I 4 .1, - � ::"""""`e"`"" Z I I 1.1 EC 0 w4c.' - TILLIT TESTING & ENGINEERING COMPANY -----Ir- '- '"dilit A. TILLn, I- I - L, I, I 1. I - I— - ft X01111 PRODIUCI EVALUATION RErPORT ,`,'Pr� 44167 tiA;,A.LNo.0096?I% RIEFTORTNO., 20-0721.02 DATE: July 27,2020 PRODUCT CATEGORY.' Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM I PANEL MANUFACTURER: Global Protection FIRduaLAIC 48DO S.W. 51 Street Davis, Florida =1 4 I 1. PURPOSE OF EVALUATION:, � - ' This, is aProduct Evaluation Reportissued by Walter& Tillit, J11c, P.E. (System 10 * 1906) to the Global Protection Products, LLC,Rul0 Chapter No, '61024-3, Method ID of the Florida Department of Su'striesal and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for thepurpose Intended at least equivalent to that required by the Code, This Product Evo tuation Report shall be subject to review and revision in case of a Building Code change that may affactits limitations and conditions "PAQQ=XVAjRUAT1ON DOCUMENI(P-ILM); Drawing No. 20-1167 titled '24 GAGE GALVANIZED STEEL STORM PANEL', ,sheets 1 thtu IS of 18 prepared by Tilteco, Inc,; signed and sefliedby Walter A. Tillit, Jr., P.E,; dated 0'1/2712020. This drawing Is an intego , �Vt�flolfv,l Is Evaluation Report. sZ,N ....... �?�i7p% � �- - = �- r---* --- *- - - . � 44167 ' ,,,,,-,,�ei*L�, * ': * 63 55 NX 3 6tb Street, %uim 305, Mi ared, Florida 3 3 J 66 - Phone: (305) 871 - — -- - LDOMPONENT5 FQR REGULAR & LIFE SAFE1Y $TQBM PANELS (SCALE 1 4- 1 1 - ----------- - � 15.106- a(DAL WIDTH) -,-- - I . - - -, 1-1 --I-- -15 JOS- (TOTAL WEITH). -- -; ; ---- -L '12.5co' (EFTECIPW Woo— ------- ----'--"-'-"'-"'--�'--'�----- . I , I i ! � � I- I—- . 6 0. : i r-------, --- " 52SO' 'L ' ' ------- --- - -- - � -'.--- � . � � -- ..'," , "500 . , I I I I I � --I 11"', -� .1 I XQ` � � . N'Sw I �, , �j.3p � 'I ; �', t SISO.", ", 0 OW MIN. I I So* , � I i , , I I I I I I ill K I J ' ' � ; 11�� I " ,,� L 4411VIAMNIZ, 7L, , - -- " ' - -i"J6 - " , , , '. -- -, -� , , , 1-� to : "'I - ,� , . �, "I " 0 — � ,"_ _ 0 I _ 0 I i.�,? , So "'I�-�"� ' ' < _N$L ' "' �_ , " C , : , #rv�-- - A I 5,/ ozx, MIN. IN" , ,, � I"- Ir, �'� -A- 7, ,�,, ORINK so un� � �, , "' "", 1, 4 .: �,,' ,A1 2. .� , ,__ _� ', - - - . "I\ A I I � , , i i1r.1,11 , , I I F 7 I - / .) / I 1, G V CkIVAMAI 01"L 4� -4, - -W � ///� . � , , , , '. E .1 I AJ "� ASTV A-*" 21 , 2 ./ ED TvP, � I 2,1�'l � /,..'rt So NPIR" KTALL ELY -, Mw - 7,t",N �, OVAIL Al ' �, - - HEMMED \ I - A= \ I MADE so mm� " EDGE . � t \11� , C-60 CALY. 11 � -6irrATLEOCE �I. 0 CALY - � . L A �Rllt . A 48,11, t�PIJL A ,� , \ . I 40Ar 1 �, T* , . . � _ � _ _ ---- . 1. � - ... � , . . � _ � _ _ . . � J� � ____7 - � -- -------- - . .. - - - -", 0 . - � � 1 ----7 _ - . 3so- 1 - I ,i6n. I , .. _ , So. - - - I ILM, --.---- _ ., (j) STORM eAdEL 0 END MRM PANEL .,�� 2,187' � - �,�I I , W ,, � . 2,07" #WL's �250 f I - 11 ,,,` , "I , , , ,'� ", � L, , 1, ' *. RIM I ... I . - � , kPOP'L? � ,,,,, � DO, A, 4. -,?I� -2% 1/4-0-1 -, � I 25e 'm - � SO' ,�� 6`4 SIT m ' W/ Nruifto Evar. , ,,, " 11 : � � 2 5� S& - .M*- - " "$' .. 'L I I I ��- " To �� - , '. 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I I , �N ,-`0CENSe`% � "vP-f i � .1 , A.38'A Sn'd � 8,'I-� � MI 111.1i 4 " ", t ��J j ; " I - . I .M- \ .44167 .'� : - . , 1r-JZa—/1 I ., * '. ! �7 , * * . ,, FLORIDA BUILDING CODE �Htgh Velocity NO done zori ! I , , .. L L" 0 7 . � gk BOTTOM I 1. or^ I �' IL S�TATE of *,*,,i7 "M 1,000,11 INC. FY � , ��_ _ -r OF PAN" i�*- 20 CAGE GALVANIZED STEEL STO101 PANEL _ _ ,,�,., _,f � . I . �. � 450, IS WIND NUI (�� _ _ _ ' to� Owl" W I , * I KEX HOLE f4l) t.." \ C.- - ' "Qoz, I �.. _ _ ----ZOOO, Al PANE id, I ON PRODUCTS. LLC. * " "D� I'tm' � 76-:7� '\ "BAL "'OTECT' MI I H- � Z 111LIECOmEi. : _ I ....... . AM IN, 51 SIRM , _ " _ lag WIN INNAL. FL 3011 ALTU"OTNELY, tat "NO NOT W/Ow Ip"/,II� z, —.71 (W)M_. AAW Vo. .M=ZX1,N`Z,. 20-176 . PHONS (104RHIS-100, FAk ALWOWLAK" n!putm NO" W1 Aolioiow / - I C- An-- - � AN MM � . ?/a 0.3/n. WAI "INUZS " - I* III-011041,10 � i : � � � �� STEEL OR WWI PLATED STEEL), PC W^M*WTW,tAit :::�� - - MARNE . I �1.111 - , I 11 I. Imf � IM"M 2 OF 24 . "I I., . . ... .... � .... . I 1 1 —, INSTALWION -DETAILS FOR HErIULAR PANE00) & dA EW 9== DETAILS EM INULM IN MWOMME, INTO EXISTING EQUEED CONCRETE OR CONCRETE1 ' M 2k= 0= OR WOW - - �, .V4, " VAUD EM EWA& UEE WO AND E=Z " SM 8M TIM ! =4014 "Off'"r =,", CONCRETE ANOMORS 111 I----� (SM SCHEME ON . I WSJi)W, I 111 I XT Sweet" oil III a 6 9) SM"" a moovam 7) \t �", " i I .1-I-1. - I � h.) : M1.1 .11 I ,�� '� . - "� .. I ;, 1. I - J,* � �1'1 . � I I I . . i I I 7" ", 14NNUI.-IM195 ... I =Ii�� "I -I �.=� 5 I I �, PIT N I ,,, 41—r MR, �) �, , ro 1�' I � I =IOU" 1'. L, i N ; ---I I,,,,,,,,, --- I " -le", '. 11 i E. i Q, " XPN ��- J7 " � � P �t)' , I *MUM i !i T I'll C1* I I MIM. I , 'TARS 11 " � I I � i ,�,� %,, IN, � �= , ,,,� 2 - � -,r : I .�-"-k,,��,� I 1 � " � .. I, -, L -,M-M IiR . -1-1. - - I � I J � I i I I I , �, �Am , .1 I .1 '. ItH, Low ,� .,� 't; id. 1 =IPOUREQ �, ; � : � i� I ) Yr -, - OR I iip 1-M , , \ " I (D CONCRETE BLOCK : I � I 01 �-- : I REOVOTIO), ! ..1-NLL-1 i a I I I "". - - : I I I � I =.. A IELA M;w �, � a ,-:�-- ! 41 I I I 11 - 1. i "I . /;Mi`IR,` RIP, II ?, " ,, � � .: �� I I " , , '"' I � I I I I . "V- li� C N) I 11 I iP I � 'FLA A � =Ill 9 -W."A SCAUF 3/10.1" W "I I ! 'Sw - , Orm" I MY I 411�* 1� r. lz r a- M- 14 0 A rm-� 11�1 - -- I SEE SPOW = .v- � � -WM I I 11 I I L-T. Va.,.— I I 5M4. ..4y&1.!-, � ". I TO OLAII!t ; . 1 al� NEIRIAL, 0-% 1i J.:�.M. - - -(1) I 1 III — i -NN -WIA`4I` 1, L � I I �,*F.z /N1 : ig : � , 2.1 �'i". "", ,11 4-i , .�� , , 1 4 K., * I Ll<', ---,/ �`��,��4,,',,�?�,�1.0 ., ", I i I """Mi'm ,,, �, . '' : PI-VIRt I � ", (1).0 ,��, I � i *1� 14 � ;� :`11� -'I,,A,-'�',1' I I .Iy1;e-- , \�, � ,�5,,,', � � W=X= i I E'b , , � � ,,,,, � // C=Mlm, , �;" . � ,�x� �, i � ) , , � 4-- CONCRETE MD05 I I � , �' � EXISTomor PDUM,: � , , I � � - 0 - W , , WOURE1 � �� "Ea �/N) , I � , . , � CONCRETE OR --- � - -�, � I - - - - � I , & I k. il � - 11 . CONCRETE OLD" i 1;1 I - ,.-, . WI`� Al . 11 REQUIRED i .1��. 1/2" a zzy . .A,! - , � .�. W.WNgRRi ,1 -1-1--1.1 1 A 1 1-13/4-- - .. a, 'ARE"M � -- = ., , A QAU('JN OR I-- I I �. MPE� =,= iv-vmi: Im&== j , , MAN"No, ioawyt 1, CONCRETE = "; , , .. , 11'� C4) "' " � L�,�S` ,,,,�,�,�L, " - 1. I - - PLUS 00 CP TAP-OMP , " '" "I , , ��44�,� " " - - li� ON ,�, . . ,,"*"WW"Md"-v, � ROLIGH . 1, 8, 4i WAi I No IbG %114,11 SM" a TH L: III) ��; 1.11. .... .. � i ! Uiff . )�, X.-K I 5EC1100 5 A 6 K,,.m 1 I.0 \ al, / "'. SCAILEJ/5-11 E ?,I,,., � 140M, I%= -,,, � �heio NIMION-11-1 I '-," I I I ,�/ 0-1 V;= =t t I I I .1 EDGE OF EXISTING * NEW I' WIDE , VARLIS * I/O* ED. - EDGE OISTWOE , OPENwiv, "' - � --C')WQ . - I THICK ALUM. TUBE OR I' A - CAMM;!0N) , - --- . . I �, DOSTMIG STUCCO/ P I WN PLATE SPACER - I I � SHEETS $ & 9) I . -- I .., " .1 -#ODD SAND ;11 ! 61) , I 0 NEW I' WIDE � VARIES , 1/01, ,�,; , I 10 : I - I 59 I � . I , ALUK TUBE ON 1* , VARIES ." i I 11�� " i I 0 2 PLATE %PAM �� I TOP & BOTTOM MOUNTINGS CAN DE , " I BEHIND IRACK I � � .g� .!,.I WOW 4, . . 6 'i CONC�" AMNAHOK 1,;� I � I COMBINED IN ANY WAY TO SUIT ANY CASE LICE" , �,, I -WHEDUwa ON --I � . . . . . INSTALLATION SCALE 311"I" ISVIT =-ii sciama ON 1. I �i 1 :.. C. -t---- SKATE a THROUGH 0 1 " ,1P0,6K tAM,L � " � I I I I Ir � TQ"N*, , IS) I C - I i ", ,A —�F-�w ...,� `. a smm awal Is O� . 0=6�",[- � �* . FLORIDA BUILDING CODE (High Voloolly Hut core, Zone) ' ' --Pc1KXM Mr�NART- ' " .. Plom CONCRM BLOCK : " Im 70 OF % r .=i I Y2* MI 44M T',N, .1 aw" RIAM W ri,. 3 MR, 1, FIRM ~, . 20 GAGE GALVANIZED MEL STORM PANEL OWNIN IR . . X� SEOON X-X = : * ." :--J - C-1 - �2 J, S rL - I—" � I V&r 3/41.1- - , x0f, --, � -L — GLOBAL PROTECTION PRODUCTS. I.I.C. I" '.n . , L7:i:7L:E �0,,. DM(L FOR SPACERS REQUIRE" TOP OR � �-�.. ONO LW. 61.111'arr WWI) MM ." — W —4.1000. � .1. 20-176 K=lI ADJAQQn TO Mr %. Z;,`� 1:10, , , i,� ""RE ONME, FL =14 )M,m RRR ,.,a , -� U,H)III FAL to. , , ,ft� Im= - � =-!,!W��-Ifl � _!!= IN ;.;- 0MTUK/TMn i;79, Ill .4 � � I M _ 0 -.1111.10i W-1ALVIUR'", U'al -r- I - I I-- --- -- - I ftW"rXYAW.AZDE,2EP=T1N0. VL#227,02 2 ZZ TEST REPO Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3. per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 081 4.01 .01 dated 011 002 witnessed by William R. Mehoer, P.E.. Bottz Moroz, RE, and Henry Hattern, P,E, and Report No, 0219�01-09,, daied:February 2��, 2000, signed and seafed by tdrnu'rido Largaespa , da, P.E. and Henry, Hattdrn, P.E. Large missile impact and cyclic loadings per Protocols TAB 201 & 203 as per section 1 809.1.� of the Florida Building Cods. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-% dated November 23, 201 0, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, lnc�, dated March 13,2009, signed and sealed by Frank Grate, P,E. as perASTM E-S,and Tensile Test as per QC Metallurgical Report No., 1OKM-1316,dated December I , 20IbBighed and sealed by Jerry Jacicifano, RE as per ASTM E-8. I 2.3. STRUCTULtAL EN,, h1l; On 24 Gap Galvanized Steel Storm Panel for maximum panel length vs, design wind load, Sowell as maximum anchorspacing vs. design wind load and panel length based on rational and comparative analysis, and in,acootdance with section 1604 of the Florida Building Code� Calculations prepared by TIIta0q,, Inc., dated 12JI18110,arld 0/�J`/13 (for this revision), signed and sealed by Walter A Tillit. Jr-P.E. I ISSILE IMPACIMSISTANCE: Large missile Impact undarsection 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAB 201. 4, *INP LQAQt9E%5-1ATAKL, 24 Gage Galvanized Steel Storm Panel has boon verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of IS of Product Evaluation Document (P.E.D.), drawing No. 20-17& Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 1 1, 13 thru 10 and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-176. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non-poroos storm sbutter assembly, as per SSTD 12,99 Standard. I 5. INSTALWON. � Installation shall be performed strictly in accordance with detalts indicated on sheets 3 thru 8,12 thru 18 of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20.17S. Minimum separation to glass shall be as indicated on sheets 3, 6,13, 14, 1 6, I 6 and 18 of 18, of Prod uct, Evaluation Document (P.E.D.), dt*wlna No. 20-17C 8, MATERIAL QHARAr,�MQAKQMECM0&MM, Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor Specification& shall be as Indicated on sheet I of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. to 111 I If( I I C111111 I Is] I` MIN,[ llrql�] [4M 00T0Jk1f4P1W MI 7.1. Shell be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P,E.D.), drowing No. 20-175 prepared by TIlteco, Inc. and signed and sealed by Walter A. T111111, Jr., ,P.F. 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. TRIII, Jr.I KE, (Florida License No. 4067). President of TABOO, Inc. (Florida GA-0006719). -,--.— ---- -- 1/4, 2/4, 3/4, 4/4, 5^ 7/5. 1W/10, Ill 3W/10, 4W/10, + 6/5 5W/10, SWII I & 7W/I 1 3, MAX I,--- "Mom tell CONCRETE UE SCHEDULE ON SHEETS 9 & 0-1--1 --.,--- 3: NINX- �I, MR. -7 - - - 'OR WOOD SEE SECTIONS on SHEETS 70 AI 11 , I MIN. I " - — - I = 0 0 0 -- - .-----.--- - D.M..O, O� (�)+ IR, �-� 11111 .LL ., -I-.- T ,i, 1. �'- I �� L'I " I � - I I—' 7--111 171... - . 1. � �. 1 I I ---I...-- I -11 I , " I , , �� I I T ;I I - , I p I . L � . I � I r--I,-- T i 11 i 1.7-T I - , , I I � (�)4- (�)+@ - '1/ , i , I " I I I , I I . ". ;� I 1 , � � i i I i I i � i I ! 11 i I � � � L- i I I L. I J I I I . I I I , I I ,,� . i. . . I -1- 1., - ... . .. . - 1 - -1- I . tj,-Al -- 8 11 I � I- + -, . ,,r L I-- - � - -, � � I - -I - i I i "' I I , I I , I - -"--"- r, , " �1 LL - I � "I � , -4V - I - --- , , - : ,� �', - -1 ... r "��'J � , i � - 11 -, , - -I � , I - , �" I 1 -t--1-4 � 1 - ,r"- . � I 11 � I I � � I , - - - - J I- . 11 � - - � � I t � � I ., DOLTED PANELS W1 1/40-2� -: "� � I , � III A f UNBOLTED PANELS � �� 1 I , IS �, (SEE JNS AS � ; � i N�M.S. BOLT W/ 7/8' ,t 302 � I 1 ! I I � NUTS 9 CA. OWRLAP I � ;SICTIC TPPL . 1CABLE) � [ i : � ! I [ , (SEE SECTIONS AS APPLICABLE) I I I , , I I I I L i. L , 1. 7 -1, I— I I i I -1 1 . ;,IL i .1 -i- .�L I -- , ", L I - -i - - - I I— . 11., - - � 11 �. I , ; � T i I . � -- ,��j L_ 1 I -T - '' - ;, I- I If I - '- - I . � I i ED I , , , , i I 1 � i 1 I I I I I I I I I I i � I I � I i 1 � I I I 1 I., ,,J' ,r' 1 � � f, ; ! � 1- I I � � � � i - "'I - 11 � D�w@4@--e- ] . _ _._ � I i. I , "i I � -1 I �- - IV- �, I 16.11 W A, 4.1 A 'i U4 � E. 4-. W * I I @-@,@I @ � @)Cir, -- � I I -1 . 11 " _ 3" VAX r I* ON ,.� 1/4. 2/4. 3/4, 4/4. 5/5, 7/5, I. MM I �1-6/5 I I IW/10, 2W/10, 3W/10. 41111/10, � SW/10, sw/11 & 7W/1 1 � ANCHORS: FOR CONCRETE BEV SCHEDULE ON SHEETS a & 11- - -- ., . , , 1.11, 1 - FOR WOOD SEE SECROUS ON SHEM 10 & I I - BEGULAR STORM PANELS I & Q ELEM111014 N.T,S- 2.67' 1/4' Me, GAP (WA WKW -, *Tax WILLEY) -1-, . �, - I i 1 .--- I -- l 11 - :, L/-T-\= �' , 1' � \-' --K ,� - : IAN- I - . , L � ",�K- , !�: . it NX�111 7 -771i, -.0f I fmi') ,.." .. �I If 111-1� ��, EW, . ... FLORIDA BUILDING CODE (High Velocity Hut cone, Zone) �� , : - lina forlice, 0C. 20 GAGE GALVANIZED STEEL STORM PA14EL F.R I- .. I DOOR, ft - . : * - ". — 67/u/1"i" SECTION A— *1 - — GLOBAL PROTECTION PRODUCTS, LLC. om N.TS. S '.. Alt - - �:� /TIMECO.... ,400 ILE. 6, oTHIE! - — , *. , , .. - - .11, I 0 1 MY CIA'Ar. I, ."16,M)"', -176 10ill"'. 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FLORIDA BUILDING CODE (Mob V61ocelty Nu cono Zone) ED. - El= DISTANCE SEE SCH DOLE ON ( E NOX i I TOP & BOTTOM M0Q"N4S CAN Of IN ANY WAY TO SUIT ANY I . .. : . RXQQ TILTIM, `NC. F .' No. . 1 20 GAGE GALVANIZED MEL STORM PANEL i *: * - .7� �. - 5�, - - , - - - - � — \ MOBAL PROTECTION PRODUCTS, I.I.C. ,-S-$-,. S, VE OF— . r IILIEC;,,.� � / , - rA . IT(; "Ift" LATE, SHEZT ,) COMBINED INSTALLATION. , � 1,, ZA17.0 '. c�-, - . I � MUT nurnMe a "Q=,".� -,, "Ma"n,"Il ""IT 20-176 , 1511tli7 D,� <-* , .. itl -=.. %,;;si,� NA ftm: 404)"-I$4a. MI (".)MIP-420t - , .11-12. I.. 0=1 .M. I ** ".` DRAW , , , . 0 001VA,V,G%AFP lif. 00N, $11440W , " - 01-0067t IN 11 I INA1,01. - � 1 " IT-lA6 I I . RLU` I.- -- , , 4 1 I,,, - . - .. I , I -4-0 W a) = cn -0 —00 > a) = E -IRR, =3 2 a) 2 CL C= -0 C ca -0 0- . 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Mn MILILLION SCNEIDULF V-1 WULIM PAN (R) REOVIAM MW, TUBE MVILUON ScHu"LL IM %to 0 INJINkoil, 2� e Ilir 4'-O� TO 5'-S' 4 v To $'-I a' KC106 1. 31 a HIM 4 % ' No. 44167 > dr-10" 10 W-fr SPA%V 0 AAPM Tj AN Tt STALI=DO/40 SfORW PANELS 04 TOP ALSO RET to I So THAT IOP OR DOTTOM OF OPENING� r ING V� I TUSE Top 41 "WL' oft 0 (0 PMEIL OPEN SMOM) .INSIALLATION DEIAILS FQR REGULAR PANELSC1) INTO EXIONG WOOD STRUCTURE5 & IA "T j/ Al 10 -WOAf _"OZ EW- I WALt MWW INSIALLATION - ALTERM11VIE 3 SCALE. Ile - I' RUILD-OUT MOUNT] INSTALLATION - AUERNOU JW 4/4- - I- CtiLIND r1QOR MOLMNG WALL AT FUM i UNT! WALL WOWMING INSTALLATIO - ALTMAIWE 4W INSTALLA71ONS - ALMNATIVE (SECTION AT TOP IS LIMITED TO +55.5-67.0 MO. SCALE: 1/4' - I* INStALLATION - ALMNATIVE 2 AS-0. DESIGN PRESSURE PATING) SCALE' Ile I- SCALD Ile I' maim, "11441HIM004", R, g INSTALURONJII-QUM W^L. I/A - I- I, INSTALLATIONS AAE ONLY VAUD FOR BUILDINGS WITH A,S,D� OESION LOAD$ UP TO +55.5. -72�O p,sJ, A14D PANEL'S LENGTH UP TO 8*-S' Z FOR NEW WOOD FRAME CONSTRUMN! WOOD MEMBERS TO BE SOL9NEW4 FLORIDA BUILDING CODE tRigh V61004v No can* Zone) PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL E No. cmw 111000, W_ FP 20 GAGE GALVANVED STEEL SWRM PANEL DKW, In, s; -a. S E OF (Z � � GLOM ROTECTION PRODUCTS, LLC. Z 11LIECO.. P 70P �& BOTTOM MOUNTINGS CAN HE TO ko, - -7-.d 'Ao; " &w. 5 I 29== A"I awK. !1= 20-176 =o -0197 COMBINED IN ANY WAY SUIT ANY INSIAIAA TION, -'%, -Iuj.AI R,:*T oftm"VHC It A, :� P.C, A- "'07 ---� M� 17 ---1 CONCfIryt ANCHURE CONORM AN04M OR S34M t* . ....... (SEE Sctavu )__�\ (SEE SCHEDULE ON-,,\ FOR r"W3101w, wsrs= Is - MHELT MW 14) 14M 1, Iw/I5 POU!" COMMUTE *114. V4. W4, 3/4 4/4 r*11 2 & 1IN1115 F RECIA J.ff' -- ------ -- POURED CONCOM REQUIRED Six SCHKOULK ON �Eemxnv (Do PARM (MERID11 CK vraw" Pon) INTERIOR PANEL 0 PAN 1) FOR WIM SEPAPATION EW-,ne. 9 (CASE I) I, lhe! cm "I, IF (.9" Do 2/1 FTJ" T" K (No P40%) 0 (w - 1/14 2/14) MON WALL K"IS */4, 2/4. 24/4 .3/4 OR 4/4 24 ;w/i5 Loot. i wis ALTERNATE LOcATION L_ QPE SAJFM PAN . 'j ON NEI AREA =, SAFETY PANELS OF Uf jsEr NOTE IsELOW) Lo, PANELS W/ OR __Lq=N PAN. W/O REGULAR TRACK$ (SEE NOTE I ANCH Enow) LWAA141 &ZO BE tMSIAILLED AS y LIM wrty PAM. OPIANC SMALL (SEE %*"IAr ON SHEET 14) to C0hICftw___", OPTION 11 FOR 41EE S4EETY STORM K PW TAOLWAYS4 Q OATE AUL0XNWf=G"` xO 1111"W'D TO N WMALLED OR RWOM rAaM1 I"DE ..Nc,,M3 PANEL & 91 Or STRUCTURE (w sf;$� w SHEET ELEVAIIQN WALL MOUNTING INSIALLADON WALL AND_rIJ=,JWQ=N9 ItWAUAB SCALE 3/32--V VIALE� 318" v I' SEMON 2 $CALE� Ila* I' Lye M.'r kill," I LIFE SAFEIY STORM PANEL CA14 BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). LIFE SATIETY PANELS KAY OR MAY NOT BE INSTALLED AMACENT TO REOUI.AR PANELS ,W/ OR WIG AEG" TRACKS.) 2, LIFE SA PANEL CONSISTS OF 0.039" GALVANIZED STM STORM PANEL AS SECTION 8-8 P M ER EWJ . SHEE! 2 OF DRAWING, 3/32--1 SCALE P�r THIS; S ITSELF TO K REMOVED OR INVALLCO MM IHF INSIDT, OF PZ STRUCTURE, J. UVE SAFv`r P ALOVIRes IOP TRACX TO BE COMPONENT 0 4 00170M TRWX TO )F GRAW Ittp, Az:t 4/ n'tt'rz u., askooRILiTto rC,,w,,o srnos 1, A, )TV 2 ON THIS E7. WELL AS WAILS I & I ON SHEET 14. "T rE NSC%� AS .0 .� . *. #. w. LENGTH fog COMPONENT 9D Is. I NO, . ..tl , FLORIDA BUILDING CODE ("Igh Volot;jy No Comm Zono)l M.. ANCHOR PACING FOR COMPONDIT (DANCHORAGE AT BOTTOM IS GM ON z =20 otiEta, Iwo. FP i , 20 UGE GALYANIZED STEEL STORM PANEL SCHEDULES J& 2. SHEET 14. COMPONENT MAY BE PERMANENT OR RL-MOVABLF- S * '.. I 5 SEE DETAILS MR INSTALLATION INTO WOOD fRAME BUILDINGS ON SHEET 15. GLOBAL PROTECTION PRODUCTS. I.I.C. I 1 L E Cro f. SEE SOW 4 FOR DETAIL APPU�ASLE TO THE NECESSITY FOR THE INSTALIATION OF 45. FAK. ("4)0"-v" 20- 176 0= 11 S FACERS, AT IWXS [NSTALLED ADACENI AND SE"NO TO S7UCrO/WDD SANDS, wi CA to M J, MAXIMUM A.S, PESIGN PRIESSURE RATING (U.s.f.) AUD CORRESPONDING MMIMUM PANEL LEMOM -L! SCHEDULE tmAxIm"41 . n, vH"&1ATftM An - �_ , - I. - _� A k A At wkiw fV� w"" in WON M6 rAv +5SA -114 V-5" OR Los I 11-V U14110LIED I INAU 5 1 7 e.-S. M., 2 UNIGLIM THRU 1 6 -711V �W-r TO 11,-r u-, 2 4 tar, *OA4 �.ao =12D-p OR LM 3 saff"Am- a, 9 a 10 I, skin we' ss, Its it "NOM AT Olvap 0 "LIMIN or PMEL, NWO ONLY FOR PANOLS(OA, 0 WSTALLATION!q AS PER SECTIONS t THIRU 1. ON ViETS 4 k 51 WAX*" A4 01 N"M WIt" MR to 3 I/r APPUCASUE TO TAWPCON FEMW 0 PANJUJOVE DES04 F"Iessw N=u.. 1 TO TO wl- RATM Ev'f.) M CONCRETE CONCREIT eux. 14 40KAM momm 0100, 10 ow4mr Cw TV a= TO OONCAM & 0 THIM N/A N/A - 4/4 - 1. � KIA w". - 41A I Emp 5 A fr fie* I (40ITTOM) 44 AT 14/4 IOTA A r N/A N/A R/A 61 W/A WA r NIA 2 Iacnam) r R/A WA 14/4 1. N/0k 11 WA k 4 (w) 7-tv OR LEss OR LESS 0, v ------- Iwttow) W/A WA -IVA N/A a, NIA It" II/A AIIA it f/7- 6 1141 0 t/t, ovv E cfwtemw) SITE 94MM III a It MR AMMM TtP1 & SPXM FOR WWOUAT04 INTO WDOM FRAME OUILDIND, MWWA ANCHOR SPAMM AND MWMUM EM DISTANCE ARE 00WEV ON INS SCRODIAL fft CC, Usti TIM W011I ON 1010" RADIUM MICHOR SPCM VY MAJOILYNO VINOM $400 ON SCHEDULE NY THE F001.1.0001C FOCTOW M THIS OPIRATION 10 K Pussw. Poe ZMIR AHOW SHAM, NOT K LIU TWA WNWIM ONIOM NOWLIt 114CW TYK AT VA!�v 1/41, %14-. 4 00104101, Tfft _ � ff 101,410t,' 1&w1w Wow N4 i�i� U, 00 W" 3 Kuopvt5m KOM t/4' U). t, 3/r UM SMU BUSHIND W/ INSTALLAMN DETAILS FQR REGU R EANELS(I IAMUL UNC% UP TV 4 1/4, bc INTO EXISTING WOQD STRUCTURES MCLEDTURP TO W_r Ift.. 01" u to IM 11.10.11A t =0. 12 C. WITH I I�glo% TiftKADED., 7 5 Eol 4010111 J ALT jw ALTO". 2W U1 SCHEDULE 04 SHEET 8 YOR W KPAMT� OR I NPAMT014 70 Qua, to =L 7`711" 7 WIDOW" It J LuL i�11MLIr."404 t". 1�34111-1_ MN, 0. 1.0. 1 4 v MINX= wz. 1 JEM AW AM, o"r9=1=141"111116 ^1 LuRmHs UP To 6,w L DIREM 931�LLAUON tiAirION N & CONNAHIMAN NOTE : SHUTTER MACXS NOT SHOM MR CLARITY SCALE 3/9.1, 3/11-1, 1. INSTALIATIONS ARE ONLY 'TO VAUD FOR BUILDINGS WITH A.S.0, DESIGN LOADS RIDA BUILDING UP +56,5, -72 0 PSF AND PANELS LMTH UP TO EV-W \1 CODE (High VolocIfy Hurricane Zomo)i 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 140. Qw 10M INC. 20 GAOf GALVANIZED STEEL STORM PANEL rp� 61 -4. 11 L 1E C 0,... GLOBAL PROTECTION PRODUCTS. I.I.C. DAM: .010 Co. III TOP & BOTTOM MOUNTINCS CAN BE COMBINED IN ANY WAY TO SUIT ANY iry 4NI,. 0,� 20 176 INSTALLATION, OW0719 jvzo; t�'.04E STUDS a EVERY 0~ (vZl*,U�) To LLP_�_j 0 1 10 1 1 Ll I I I,( 4 SEE 1 sc SEE 0, \-INTERIORPMEL \-EW0PAHEL' OR 7 FOR FOR 01.� OR DIRECT MOUNT SPACING SP41NO I'-r kop, " , " I MOUNTINg INSIALLA110 (APPLICABLE Senz 3/16, - I, MAXIMUM A.S.D. DESIGN PRESSURE RATING (1a.s.f.) AND CORRES ONDING MAXIMUM ANGH98 SPACING SCHEDULE AT. �j FOR INUALLATIM IN -TO CONCRETE A CQNCRETE BLOCK STRUCTURES STUDS 0 CVE14 HOW PAta 6ler Ok, (CASE 1) 41 WA, IC1w 0) wolmow At.11 Opm Cr T*-ow I W Nawit nutur o O.""n vu* M%tcwt To asom K(wer M1141 1-11 To lb CO a C to ow TO CouciomE ;IV 00,1w I CMK*M CO To WRITE sm, TO CONCK IF m:C"" # 100~0 ick or It" MkvwU PMM uww. e (N) !,�A A/A N/A 6' 1. N/* I a 2 (w) +SSA -12.0 - 1. '. __�/A 1. _�t/A 1. S, F- -j 51-01 OR LM �56.0 -72.0 1. N/A N/A N/A 1. N/A 6' 4/A r NIA I & 2 (YOP) To r-r 9. 51 7 1/2' 9* 1 (BOTTOM) 1. N/A N/A -/A i.- II/A 1, 'Top) TO a,-V 4- t SWMLL�- D=w c ra - S 'it' - MAONLI. A D. OEWN PREMW IMITWO .9 100,10 6 5/f w foom Top Or Nian me 0 r nw ICIP or N". AP Of THEM 14 IN to !- _:I -414 f!9 4 112* 1 1/2' 2 (BOTTOM) 7- 6* OR LESS *52S -00 3� 1. 4. 2 (BOTTOM) r-o- LMS +M4 4ZO 2� 1/2' 1/2* 2 (Oorrotf) r-V Ow LESS +550 -72.0 1/2' 1 N/A N/A , 2 (BOTTOM) ".4, TO k -72.01 __2 N/A M(A 1 3- 1- 1 2 18071011) I,r S. To 88j ALMONAlt LOCATION ATEND PANEL 0 IT, PANEL END PANEL OR I _Mj ANCHOR M0, AW-400 SPAONd PAGING I-J" Min ,) DETAIL 2 ELQ NG INSMADON (AIT ow"" SCALL. Vor - 1" MAXIMUM A-S.D. DESIGN PRESSURE RATIEIG (R.A.f.) AND CORRESPONDING MAXIMUM PANEL LENG H %- SCHEDULE SEE Swn 16 FOR ANCHM TWE a SPACING WOOD FR" BVILD". MINI ANCHOR 31"CiNus MD MOMMUM 304foulL raft K D. I= TV" VOCATIDD ON SCHONUE AEOUCC ANCHOR 1IPAC*# BY MMK"10 SRACNO "Wo ON SCJWXkt BY THE FOUILOWNG FACTOK. rOR TAM ONEIMS" TO OL POWPUL REDUCED SPACM CANNED USK FACTOR 341M.L. NOT VE LEM THAN "A" VV400 0DIOVED FOR EACH MICHOR TYPE AT ANCHORS UVEND, oam rot w AMOW am" 01) oot". . 4*4 4 ADAK &A OM OMM ON 1VAtLib ONLY FOR PMELS nI& QIRSTALIATIONS AS PER SECTIONS I THRU 10. ON $HEEITS 4. 5 & 6) 940" ANCHORS vtkowa FVR CO. - 3 I/r - A.s,o DEMO" PRESSURE 4014 L,.L) TA114TW_ To To COWAM Cot"M TO OWK To wwom DO= oc' To CoMeRm C&- !�"Ti itwif IV To cm- PLUS TO 10 CONOWErr 004com SLOCK To _T APIPUCA" TO Smyto" 0 & covewpo" op THEM wxmvm FANJIL LENON v (q N/A "/A /A N/A 1. N/A 1. N/A N I (TOP) 6. N/A N/A 6' a- 1. S. N/A NIA I (BOTTOM) 1. NJA N/A N/ , A N/A H/A NIA 141A N/A 2 (top) v N/A N/A N/A I" H/A 1. N/A "/A N/A - 2 (BOTTOM) t55A -Ma fr II/A /A' N7� N/A 1. N/A -------- Nil N/A 3 A, 4 TI.;T I r's, To fr-00 OR LEIS N/0 v e 1. 1. 1. N/A N/A A (BOTTOM) v _e N/A --;/A NIA 15" N/A r N/A 1. NIA N/A N/A 7 crop) S* 4" N/A N/A N/A N/A 4 49 7 (BOTTOM) N/A N/A 1 12 1/2' 5 114' 12 1/2' 6 Ile 6 1/4- 6 1/4' 1 6 1/4' 6 1/4' 1 N/A W/A 15 (IOP/SOMM) +50.0, -53.3 N/A "/A 12 1/2' 6 1/4' 12 1/2, 6 i/e 0 1/4' 6 Ile 6 %/4" 6 I/e N/A N/A 16 (TOP/BOITOM) 18--g- TO 11-2- +5SIO. �72.0 N/A K/A 0 Ile NIA 1 $1 Ile N/A 6 1/*- a 1/4. 6 7/4" 6 Ile N/A N/A a (TOP/60TTOM) A'-S" TO I V-2* N/A, M/A N/A N/A N/A NIA N/A N/A 0 �/e 6 Ile 6 Ile 6 Ile 8, 9 10 (TOP) +43.01 -48 , 0 4. N/A N/A fi/A N/A N/A N/A 6 1/4- 6 1/4" a (DWOM) - - OR LESS IV N/A NIA N/A N/A N/A 6 114- 6 Ile 9 (SOI-TOU) 12-4 OR LESS .1. N/A NIA N/A K/A N/A_ N/A 1 8 1/4. 6 Ile 1 6 1/4- 6 /4' 10 (BOTTOM) J SEE 1RDEM 1% 11 AND 12 FOR AN04ORS rfPE k VAC140 MR INSTAUATIONS INTO WCOO I-" - "NWW ANCHID" SPACINGS AW MINIMUM M OWANCE ARE MWAYED 04 THOE SCHEDULE. MR ED. LESS THAN INDICATED ON SCHIMULC REDUCE MOW SPACING 6Y MUtIft"40 SP*CING SHO" DN 50,01)a Gy THE 1OLUDWING fACIONS. FOR THIS OPMTION TO K INXISIBLE. REDUCED SPACING OBTAK0 USING nCTDR stIN.I. NOT 9C UESS IPM MINIMUM WIXM 610"TO FOR EACH ANCHOR TYK AT M04M MENO. 1/4'. ! 1 Ile. ANCHOR Tft _jttIr- 1—-, 11 'I, I -, -,-- 14-PM S I'M Aco^ I= am awmx f A �g 7 0 a 1 1.12* Qtj DETAILS, M"OLAR PANELS(I A 9 TURE5 4; PLUS _41-10 PANELANTE I _414-10 titELMATE PLUS 10 PV�X�,/Tr =21=ENE`R` H HE= woo VA" IYE011119' 041140 WOOD HEAM 3111 040" goo a L4 ./rOZ WOOD HEADER WOOD HEADER REOUIRED star 0 1 I 1 Mo. PA*t LENGTH M.* PANEL LENGTH M PANEL LENGTH (SEE WYK 1) WE NOTE 1) (w Naw 1) W3 V2 sox. d o5ox or v F 'L' VINT. _0 min jr; is be. CO. ED EO. -.F11-1L111U 2 WD, PkAjE �J 2*W WOOD POTE 414-10 PANELMATE PLV$ WOOD PLAJIL PENCnATION XT w p"n INA 301"S a WD W" or KA16 �4 oc, swom W/ Rg DIRECT ALRRNATWE BW DIRECT MOUH INSTALLATION 01 F_CT MOUNI INSTALLATION SCALE 3/8.1" 92" aw SCALE 1/8.1- so" 3/8-1- JJOTES 1. ASTALLATIONS FOR ALTERNAIM OW, OW & TOW ONLY MID FOR BUILDINGS WFIH A.S a DM?N �� UP 10 +43,0. -48.0 p,%J, AND FAX" %W Ul' IV tX, FOR "� FKANIE CON KIM AMID MEMBERS 10 BE SOUTHERN W 0 PINE NO. 2� W/ SPECIFIC DENSITY OF 0,6$ Olt EQUAL rLORIDA BUILDING CODE f4lgh volocIfy 4 Ono Zone) w000 itnoD, W. 00 20 CAGE GALVANIZED STEEL STORM PANEL Dwo", Mr. TOP & BOTTOM MOUNTINGS CAN BE CTION PRODUCTS, I.I.C. GLOBAL PROTE COMBINED IN ANY WAY TO SUIT ANY :,y At CIO Z �IE C �(? 4" Sw. 31 vow INSTALLATION. PHOW MINOW-.110 20-176 AM)ON-760. Fox 61 Iam�_ rutm 1, M,,Meh- nor" 441.1, Ile. VIC votm 0 r oc� W/ INSTALLA11919-1-ETAILS os"Ho w000 WAM E R OPTIQN i I FOR INTO, EXISTING WOOD LIEE STRUCTURES SAFETY STORM PANEL SYSUM "7 EQ J) -4- jc.K tg� we 12 I�v be ALTERNATIVE I ALTERNATIVE 00� 1/14) V =111.1 st"w" TO aim Lot cc IN, WOOD MAIL "fou"" WOW PLATE fou"Iro ALTERNATIA ALTERNAINIA Y0 V4 SM=;4CV1 1 1/2' S�lfr LOW W/ "!. 1/:;�t2 !01 " * CA /,.-" PN&%*n FEMALE It op 61UHHADVE poin-wn ran a 8* 0= 114r. WOQD ERAME CONDITIONS SML� 3/v - I- A ANCHQR LOMON THRENIED PENEW140" TO NG PLAX NOTE ; DAM" TRIM 001 SHcWN FOR CtAFM WALL MOUNTJNG I 51ALLAIMN 1144", %0 A&A67 FLORIDA BUILDING; COK ("Igh Voloolly Nor Core Zone) NOTES, 20 GAGE GALVANFZE0 STEEL 57ORM PANEL TP I, TKILATI,"S ARE ONLY VALID FOR INA *In XrO, DES-614 LOADS UP 2.0 W AND PAMWS LENM UP TO W-11". TO s. ILIECO GLOBAL PROTECTION PRODUCTS. LLC. z fall NEW FFWE CON"UCTION1 WOOD M" TO K soundIN PINE SPECMDEW.S", OF 016 OR COWL, 1111�_Ize_l 6.S, IM= It ok IVF� -V62 20-176 Pt. UAL,'qwHwTMvTAwM CA 0001IIII *=�A J�Lft J1,. c of 2� _f__0 CD > 2 2 (D - M M 0 -cu Cn 0 C 0 (D 0 0 LL 0 > -0 E 2 C_ Cu -0 402 C: Cu -0-8 C/) cl CV3 co 'i C-4 ma 4= 41) (n E .I Cr_ CJ1 CIO Lu z z _j U) CIO 0 L_ 0_ 0_ 0 cf) ICU M I- Fir 17, . 4! SHEET NO. SH 1 A. & 9 " � I gi.) I I i � � i �L I OR " I �! , I 1 I iT� � � I � 1 � C , � 1: IT4,01AAA OIN PANE. � , I ; RwjLAR .4 ! . I 1: � I I . � 7-"_rr-: � I ;11 I. I., I . _j,'7" 77' , /77L I.. ''� � ...... 1.1--_ --,-- "I _ �4_ ", ",'_ � _ .' � ...... I __ �_ [-I- -- � --- --, �'_ _____'_'_T_T_-_7_ -, T . 7 - 7 - - F-j-_ -1-T. ��I� ---- �� - --- I I.. I 4r � I I , �' - 11; - , ' 1 � �, � - __ " _r__ I i ) I � �", ' _HrC�R 11 � � � �=' Al AL %tr I I I_ ' - ' , t � .111, I � I ' I __ I � i 1 � � 1. � :1 I � � � i = � I � � � � "� " '� � . I � i � ' ' 1 T, lly ", ---�- - 't.�,'�i� I I � �1'1 � � L , . . I � , " 11 '' - I ,,, 11 " . , , I'' i � � " J , � ' -! - - ' I �' i ��11, r, � ., � L' � : � � : I 1 j 1 1 � : �i � i � � I ti � � , . � � I � . - i I0, I ' � �' 1. f ' , I - - .� -''� ��l � I - - " : . � ! _. _ �� . . I � �_-_L-_"� --- ___ �' � _"' ____�'_'_:_.. �_'j A- . - ; I . f _L _- �" - _-� � --- � . ,,, - I ; - - - v ik' - I I - ja'�l _1 'i -� : : : � k � � I � I ; PA'a WHIM ammus i I __ L ; r" r -1111 -111 I - -,-,-"-,_-, -,.-- ANCHORS (SEE SECTIONS ON SHEETS 17, 18, IS & 20) -- � . , . r MAY &01. 44/17. 5016 so/is. � 1. MIN, * SAW119. IAW/19 A BAW/20 [:�=/"".�=;'q a WN120 D.M.o, n_4 rr .1 r_ - L' I—' -1-11 3* MAX, 1"-7��_,'� . _ _i.____.. ._1 (..' "'._ ... ___.....____________ ........ � ... _ � _ 4 �---- ----- -"-- � , -- - � i I 0 0 0 , 1-,----O-------- -0 ,,I 0 1 �' � __'� ___ 1, i _ T"', I I - _7'T � 1' 11 'L � -1- _____.' i J * 1 --7- ' , [I-T'_.._" � - __T_.'r � i 1. I I I ! � �i 1; � ; ; � I I I I I �i I '�"" I . I � � I 1'�� I �j 1 � E � L1 I I � � � "o � I a) , � I ; ___ ; - _r, 'L' �' � �A MAX 11-- I I ; j I QW1. WYOTH I � SEE SCHEDULE) I - - '�� I � i � I ,; il � � � I i : I � � j I � ,: i � , , , , ; ! I ;,p ---�_ � r ji Il- i I � � , � --A � _� � I T - , _ _ , I +Mill'. ,A/1'. U/14 _1 iiia __ + =/0j',Tk49/I 7 * I - 7eW;tb1Vfl1I, a I 111001/01F. 1AW/10 * SAW/29 9 it sw/10 I 41Z. � I 1 ..11 L"I , ANCHORS (SEE SECTIONS 014 SHERTS 17, NFE, 19 &10)..r .1 . . , , , , , � , , _.,,_ _� QUION #2 FOR LIFE SAFETY, STORM PANELa ELEVATION SCALE 3/)V-I* Ile UAX. 00 _'� 1� , �01 Mo fAw . CA @ ; 0", 00"�tl "L W-01 4"%im swm 10 L . I EMMOR SE.QT.1QN A -A SCALE 3/16--i- 1,,,r�,V.417,Ili-m�W-A'lw-i*lt'l�.1;14*$,ill,i4mz?AIIZI%r.7rwnllr,�l'�lI LA�j,izi,�k-i;kolzltll�l�m",LY41!pj."E;r�.i�.14�mq:4�ini;o I MAXIMUM A.S.D. I Max, PANEL LENGTH I - -_ -_ MINIMUM SEPARATIO I ____ PANEL DESIGN PRESSURE - RATING (p.s.f,) L (m) (SEE SECTIONS) TO GLASS CONDITION � -tS5�0, -.72.0 8,-B" 2 .3/4" - . 1 UNBOLTED POURED CONCRETE OR COINCRIDT i $=IT REQUIRED � � i I I _1 * I Ili , '. �r ANCHORS i I to '.. 1 � INSTALLABON DETAILS FOB OPTION INTO EXISTING EQURED CONCREIE ; TAPOON ANCHORS I— _ _�J4 #Z-EQ"EE OR CONCRETE SAFETY STORM SWICK SIRUreTURES __j/4_1AIACON ANCHORS PANEL SYSTEM 1�4' TAPCON ANCHORS C.C. i 0 IT D.C. � .__ 0 R. D.C. R - M-w-, O, ... -:� , '4'�','I' , Pm � .- C'='m , -"' - ,""�"' �. i I ' ' : "' POIATICOMRIEn � " ON CON I i FILOCK IWOUNHEO � - A _�14 I - . I I ".k� '' ,I � , -'a- i � -ff'X=., v.32 - WIND " � a 12 1/2- at, I 1 6 � I ''." T'4 AP GON�ANCHOIFS /2� C ; i - , to (S'��O / STUD) � trwrow. MI" UK OCCURRED WALL MOUNTING INSTALLATION A 0 REM-JA&MEL SCALE 31g..I* � 1, � ".;..� ...... """ I �",'�"1'1��"'�""'�-N q �%D' � 1 : - 40k*A'K* . : I- 'wr.'r. -.0 L v M' .04 -, "' �' ' ' ' "' ' �� ' " " "'� ' "' � I , ! I L. 'I L �1 , ; , ! I I � �"' -"� , : is � " P - 4 < : , � " -1- .- , � I 14 i � 5 I_', "�_ IV , 11 I ��:ii J1.1 III V. I� .... . I. v. � '� i , ;1 ... US wf "", - F - � I I *mr# i .-I- I � I I � � ."i_q.:_"�,"'== -._11-4�-_L_ �� I , i I i � ; I � � � ; I I I I I �r � I I , , 0 " ..... �e"f'�'�i I ,'� �'0" P��' - � I ' ' � ,��-�� j � 0 � !' 11 E O.* � ; , � , � i �"�' - � i - ,F : ! Lt_ I : . I � ''; � J � , � .1 � '' � Vm � � (wo i � , _ Y4, TATICON ANLINOITS � 4 � mu="�'/ STUD) �� POURED COINCM, E OR CONCRETE EF.00A[ REQUIRED ' INSTALLATION F SECTION 39 0 WE 36FIEN PANEL SCAUE 3/0-.1- 'a" IF IV" a '1-"';-mV IN= - Mason m Tz!�* ' ___ Im. Wow I = TRAW to WNAKAI =' SMOOT, AND ""IN a" DIVANCE ARE mttAtm ON 'TO "a" !q- 3 SOKKU FDA ED a" TKAN INDICATED ,,, SCHEDULE muck ANCHOR PAC" ey MOLifik"NO SIA1414C 000 ON SCHI?%UU1 A.= '!� , *.* fK) ---,-. I WA LIL as =No FAMM IIY TIC MUARTATC FACTURE FOR 15 OFICTITATKIN To RE MSSOM REDUCED - I . , I/.. 1. .. � . SPACING =CD M,=t= 04041 WE RE IK35 ANcxOK rM 04 ItRIFIRIAMITIEb FOR EACH SCHEDULE __ _! 'Ir . .1 31 ' ___j_;W_____ - - �._.'� 1 I' I - I _ 'k� - '�' � i 1� 7 ; -4i'�:"'��N � . . . . . ' : '�' I I , I : ; ; ' I wt�� v � � I, I I � PKAA.Or . � � � ENDL4 � I I I � , � I � I 1�w . 'I, 1, I ii * - _F !� . . W. 10ARRIOR To F r Mr. ' "" IN =A' -1 I 1. "I is 1" ., � I I r �, , I I 'r i w I . ;'� ��'- 11 ,R, 2 - � - '/..;.3IWI.".i"' - Us , ---% Wgri wj�!/ , MR, I 'V"T_ � � - - ' _. _&7' - ; I � � 1 rk"] �, ; � I: I . ? 'r,�,'�A'��.'�,��',',��,'�'.�,. � � I � I � � -3 � I I I � t7 I I ,'I � , i � I E'qL- I �. � � I I I I " � I � ; � ; � LOA I : � i i ' - " I r-- � /2 ; �: " I 11 - � " , i 1: ""I. ; . I " _� '-S's� FES, w/ , . �_ /e#xA't32VW%NG NUT WASHER to 72 1/;r CJ;� � : � L.- � ./h, . I I I.' � I I 11 � '' L � � 1APOON ANCHORS r" t1r D.C. � I � __ . I � .- �_ I ._._1_1 I; � I : I 11 I I ; 1 . G : ! I 'a � � � � 11 )$.' � r " 11 I 9 I Vj i_ � i . I I k � 9 ! '.1 1 6 1 1 - I � s i - - , i - -- -- I t I i I � J I � - z:__.11"1111= j � � ! ,� � I I � � It, � � j ,_(D � � � L ; I I I � � L__ ---I L� -,.-.--I ' ;_V4 -200/4"S4. MS. */ I 111� 0.3/12- ONO NUT WASHER � , I I 9 4 i/2' 04, I -FIGURED CONC . ... OR CONCRETE BLOCK =0=210ECT, REQUIRED WALL MOUNTING INSTALLATION 1120t)"I'M WALL MOUnNG M"ATION " 0 WMN0. SCALE ve'.1" 0 w &m5%EL SCALE 31ir-1- RINCICIRWA111111 no]*L;.Ili�--".lziKol;AiL.]zw,.k4R;K!lzM4lg4&-f;lg,WW--Atol,1,',M;kfv;li,l�141WW-Vik�-114,� . . W1111111 1111, _.' Izillsil:*Ii�liti�m;L#IgIZ431$JlLoi#i-i:csl:iiiwzilii$RL4:4:4141:11uoi1qI, m 11111111111 11111111111ill, .1 WHO.. TMWN&K� *MAR" :� I i 1.11, "'I" I � I � �' � , . -_ �"' - ' I I _,"'r i, ' . ..' � .' . � , I � ! i I _4 '� " I , ,... I I I : I .' 1, I � � I � � � . .. ; � i TAIL K.= 10 0 : �2; , - t- wam" ON - 1 � I 141 - p4m � , I;_4 1 � � 0 I I ! I I I I �s I I I I . I.. i I '� - _':_� � '�t" I -, -.1 11F11_ 41 I . ;_ � I i z � � i � ; i � I � I � I, � i lw"�,'� I " . . . . . '11 _'=' � !� � - �(j " � 114 , I. I , i � " � � � . ; I, I : . ; K'DO .*�' , , , ; I :�'� � � A i I , ' � i ","'. 1 1 � 4*001. 1 -1- - _ __ ! � -',' � -1 I � , � � itt4- WO-0 PANEL"It PLUS *1 I I - -1/010 WING Nut .10 i 0 a 1;)1Z � , �MCONCFIETE SLOCK W" 11111090 IrLLATION a M21MAEL SCALE 3/8`�I' =%11411 =1011.1"ite"w. or 11 Allow Tft �011rjlw'/4'0 "I _'�eA- W""RN I �11 wit, - I 4 FVJX BUILDING, m4mum ANCHOR WARINGS; MO &"W" EWE DISTANCE ME TMOOMITO ON THIS - � ;i;;-�Z� ft--t- N4 , -_ - A . 3 SONVIII MR to LURE THAN ""= ON SDWW RED= ANcHm W%Dlm wr WAIM"44 SPACING SHOWN ON SCHEDULE 0. -0 ...1__'__'.' O� 9.0 011) 1- 3 �'/t I AMIJAIL rA mm w Of 7HE FULLOWING fACTITATIL FOR OPOINPON To K . _' � I—— � - . _! !0-1- ___ ' is - - - - __ � __ VA014 GRIAWFCtj�� WT RE 11113 TI" WN40N VACM 0100110 TIC$( E-914 ANCHOR INK ON THIS %4E=L[ _ _ , 2 'A, � - - I- r -- - - r - 11 _� - r � 1. " ' "I � "Pit , �'= _ I __ I i �"Ils 017 i 4 . �'N � .. 7 ... . J 1/4" , *Pk_ _ � 1'.-"� � -- � � 1, " I f* E, �LLI' i � ; ; 11, , ..� LL I �'-�' � : I ;4'��'i"_'��'� . ! ��L' i j I 1 __. : � - ,(I) � � rW,.',- � � � !� � ; "STITai I I JJ'111 11 GLASS ' ,:� �. � "' "'W"I., � , '.. '�� '�,' " , ' I , < k � i 4 i . I , . I -1 � � � , , I 9 I ii . ! _. ;,,.j, _ � ' .. 0- :_ � " . U - "�� --------- - - Z1k*_."1;W1 t_' ' . � 11 - I . , . . . -9 A, - - i --- __-, I A, A, O~ , I w '"U" "'," I I : 4-1-1 i � I I - I. _ i I _'. � � - , �','�_ - "�� , __.�� : 1 1 � i � I i i I I � � I 7 � � i ; _(3 C� 1 1, : i i � I I : I I i � I : I , I , . _'�; , , i I � ; I � 4 I ___j . ....... ... .. �t ".. _ -.I � I r?. '- ' 1 4"_'G'W P`WLM`TE R US W1 /r. . 3132, Wme Nut WSHEIR I (BEYOND) - -POURED CONCRETE OR CONDOM ok" REOWRED WALL MOU"NO INSTALLATION *_UEE�ANIEL 10610tNAT"'. SCALE 3/s*.I' , - _10-4 a) a) _c_- (0 -0 -00 > a) = -6-0 -I-, = a) &_ a) 2 0 C _0 C .&'.� m 0 -0 0 M a- (n Qi - W -0 U 0 -0 -= ja C 0 = %_ 0 5_ q 0 0 3: m C 0 .0 U_ 't.- 0 m > -Ln Cn _F= -0 a) In E &_ a) m CID 2 CL I'_ m _0 402 C - .4-0 U) 0_ < t 4 z z w mi ___ ___ - - ---- __ - - MIALLATION DENU FOR QPTION #2 FOR UEE SAFETY STORM PANEL SYSTEM INSTALLAT19N DETAU EOR OFTIO E SAFM STORM PANEL MIN QM& b= VALID E-1 H" SICITIM E&=,ZM -17 � INTO EXISTING WOOD STRUCTURES - -_ L 1NTD__=T1N0 WOOD SIRUCTURES . - 1, E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (RE,b) HAS BEEN VERIFIED MR COMPLIANCE IN 9i) MINIMUM EMBEDMENT Of TAPCON ANCHORS AND PANEUMATE FEMALE (D & PANELAIATE PLUS INTO DONCRM 1, I '1-1.1 . " -7-'1 'I;', 7 - /�--� -T I -,, ACCORDANCE WITH THE 2020 (71h EDiTION) Of THE IFLORDLIA BUILDING CODE, BLOCK SHAEL. BE I t/4- �' " � �-,�-� L�'- �i . '"', � 1. - I 11 - 7 � " '1 ',1 r ". " - .'.1 47- I Ili 11 � - F" - "I �1 ' Ll ...... I I 7 I i I . "I .1� " �il FOOIGN I ", _._L�_.�� '�j �' , , - - - �L' I I . *, 'L, L - � ." " " TIES WIND LOWIS SHALL. BE DETERMINED AS PER SECTION TWO OF INC ABOVE MENTIONED COOE� 9.2) MINIMUM EMBEDMENT OF 1/4-0 X 7/6� CALK -IN AKHM SHALL, BE IS 7/0- INTO CONCRETE, ' " , , A WREC PgD FIELD By IT ISO" WHERE NO EMBEDMENT INTO ANY FINISH MATERfAL SHALL RE PERMITTED, . I ii � , � , ,,, �� ' '" "' ' AAA�IWORI XO.CASIE 4URASGE ON- INZ 9 w '"!) I x " _ ,,�; , " . , ' ' "" ' _� I �� L: " L' 11 1. '�. I'll 0 1 , , , , , � I 1� 1" ,� "� " "" 11� 4OL H'mvt " 11 , �,� ''. I , v "I " '.' - ��' ' HEADER �"'� � �" r , � : FOR O' '? USING S L M" O'Etip"I.1 Nwpdo 1/4' 0-20 SS SIDEWALK DOLTS USED V�IALL ft LONG 11NOWN(SROULD ANY FINTSH MATERIAL EMT) TO �" ... 1� "":' QUIRMADEIR '� ..- � I I" I I I .1.11 Ou1j"'i, "I I � , ";p, , , I '��' ,,,, � I I ' ' '� - v ' ' "' .--. "I I � ". - - i IN, lis&D,O' �11__- � � � I ;� L ..... ... W - D.C. QMIGN PRESSURE RATINGS NWATtO ON SHEETS 2S & 10, ENGAGE 3/4' IWO ANCHORS. �j , ' " �" 11 ' � IN ORDER TO VERIFY TK ABOVE CONDITION, ULTIMATt DMON IFFIND LOADS DETERMINED P ASGE 7-10 �" -:.,, V4-0 TAPCON 0 R' MC. I , 4 _'�:� " - � �" I'�� '�"' ,4'* !�!CDN 0 6 m I I ", � TIPOONI 4� I I ENDED ER �� I ; !� ' I - � , " , " I i� "� 1� , 1, �r _.__.00;r I'll /\ 11 " p I . I IN "7;0 NW I 4. THREADED 111� I \ / , I ilolwvo AOC� I � SHALL BE FIRST REDUCED TO 46,0. DESIGN WIND LOAD$ SY MULTIPLYING TWA$ Of O,S IN ORDER TO 90) IN CASE THAT PRECAST STONE, 00 PAIMA47' COM:FNEETV PANELS RE FOLITI 0 T � L C%j L i AT WOOD I I " " I '�� :< �, I 00 ED 11, r . �� 11 "; �� I I � I �- PtNIE"iATIONT AT 'wow 1) N HE MST 46 WAIL � ' I �"� . , , ___r' , I , . " �' . S'' ANCHORS SHALL BE LONG ENOUGH 10 REACH THE: MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE f , P( � � �: L7� 11 HEADER ' � ""I IT HEALFID! , � I, �' I , %-A W_ , , . - "� r, , I '11, L , . , -, � , I �' WAOCR I ��l 1� 1� � � I � " . � I . � " , , I HEADER TO COMPARE THESE *1 MATL DESIGN PITITSMIAIIE PATIN INOIOMD ON SHEETS 5 , SHALL BE AS MENTIONED IN 9.1) AND IN 0,2). I- , .. " , I , 11 . p I.. I I � I i � 11 I "I �:. : I Ir' ' ' n i ", � I. I. .'t' '. " , HEADER ' I " � I,, lit j 40 � j �N ORDER TO VERIFY THAT CON ONENTS AND ANCHORS ON M$ P.E.M AS TESTED, WERE NOT OVER STRESSED. A = INCREASE "I � " 4 "'r ' . . ,,Eto" t , .1 , , , '' " I . I "I " 044 t.� I- Iq ' �� Iff ." , I � , � - - Is*= F ". 1/4- 1 z = " ", " I , L I '* �(�le . ;; -;!.,- 11/4' � � I , . ." *0 __ '.. I i � I 1' A' rl,4 N ALLOWABLE STRESS FOR WIND LOADS WAS ME USED IN THEIR ANALYSIS. FASnINIFFIS SPACING TO wpm HAS BEEN 00 .1 , , , � � �j , , .. , 114� , , � .' . .' I _1r_ - ,,,, I I - 11 , ;1 _ 0 � .1, I i , i ',/ - I . M.. L '11,; %, ' ' DETERMINED IN ACCORDANCE WITH N.D.S, NIS- (C) ANCHORS SHALL 19 INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPIECIFICAFIONS, OF THE ANCHOR'S - C-_ = � '' , I �Li , __ ..' I I . __ � - , � '. _ 1 " I I A'"., � ., , .' � ' � t Aq� . L '.' I , � I ." I ' ' ' ! , I �_ - I MANUFACIURM 011- � . I � , . \ . � I , , , , 1� I 11 i* - t r ,,,, "� , , , I I , . , ! � I I , I , I � STOW PANIEL�, ADEQUACY FOR IMPACT AND FATIGUE RESISLANCE I" BEEN VER[I'TED IN ACCORDANCE WITH SECTION 1626 Or c"A I I , MI � � � i f �J''4�'� � Q&mw . '4 -�' - 'I, kq.. i� =,G,VT - , mIn o I 1. it SHALL -,- -, 5, :r �e , I I ,� W., � �"! . I Min � ", THE ABOVE NENTIONIED CODE AS PER FENESITIATION TESTING LABORATORY, INC. REPORT IF 2Q32. AS PROTOCOLS TAS-201� BE THE RESPONIS OFUTY Of 111C GONM4CT0R TO VERIFY THk� SOUNDNESS Or THE STRUCTURE WHERE SHUTTER :b< � : i � I "C � j�' � 1 � ERE PROPCIR ANCHORAGE, THIS SHUTTER SHALL. ONLY SE ATTACHED TO CONCRETE, SLOCX D_ 'I .� 4 - I I ":' I ' I L 'L , , ' I "I ill '&T, � I / IAS-2,02 AND JAS-20�. IS TO BE ATTACHED to INS10 I= i 7" " h i � I i ; . q �� "�' � � \ " � T - I � � LL. 1'11� I � 1� �; I '��" __ g"', . I .- .. 11 � OR, WOOL) FRAME RVLLOINGS� , __ � ' � ! I. I .1 i ', ; mr, j ",�� "I � I i �& , � i'.,� , i , �' I � � FIT � 2, THIS SYSTW IWS KEN DESIGNED TO K INSTALLED ON THE OUTSIDE Or THE OPENING ACCESSING 1HE OPENING FROM THE . (a C= - ::: � I : [ ; IF.4 - � � � I L-1 INSIDE USE OP A LADDER OFT LIM IRIS APP1,070IN 4S VALID WHEN INST04LA700 19 INTENDED TO RE PCOORMETO L Im = . ( " i � I _0 � � ! - q � 11 HE , J?, 'ME INStALLATON CONTRACTOR 13 TO SIA/CAULK, ALL %HUMP COMPONENT WES WHICH "EMAIN IN CONTINUOUS I i : "D : V. NPARAIM i 0 1 � I ' (I � I � - 0 � 7 FROM THE111111.0 Of SIRUtIA I OWTACT WON THE BUILDING To PREVENT WIFID/CoN INTRUSION GALAX MO SEAL SHUTTER TRACHIS ALJ� AROUND ;Utl 2 ;� 2, � � I � ! I I - S-PNIATON I I � ME C� QLARS � ; � FXISPN(.,- "�Jlulw"'" i � "z4RFQ- - 10 I I � � I � 1 L049m tof 11, M. 'w 11c'mm"Ar I � I � 1 v 10-1 CLAss", - � -1 ! � I - a - . : it, %Rits TOM INSTALLATION IS APTILCABILL, TO siNtEf AND DOUSLCL HUNG STYLE WINDOWS WEN INSTALLATION 15 REOUIRED LO SE 2 cp : � TMI4i, I � i Cm SOCIDA" I CL �5 4w . PAHFA LENGTH Do, Wt, 15) t "IT ,d) � : PIERPORTMED FROM THE INSIDE OF STRUCTURE- t3 STORM PANEL INSTALLATION SHALL COMPLY IATTH SPECS INDICATED IN THIS omwwt, rws ANY BUILONO AND ZONING I 1: E =. ; : (su Now I aft.) 'L' U. � 1 (SEE Win, IOTT"LOW) I V M EX 04 %HUET 16) � = Un_ sv�m� � : PANEL LENGTH I I ! - i i rXIS"VO t -.1 W WAAMM . PANEI. LENGTH � MAIA.004 � . - � REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To� E To OAS I I � � i: I "I' v.. ' BEE TO SINGLE AMD DOUBLE HUNG AND HM?ONTAI SUIDERS STYLE WINDOWS WT C5 = 1= . � - ' � F , , I "', .';' ). �-�� "" "' " '- " " I �'." " , ' - , '' 'T , - - � �; �'' 0 ' 1�7, �"" I CLASS '_ - � i . I . �N� (SEEL NOW I BELOW) 1. 04" I �','� �, (SEE UWE I DILLOW) - 10 QLASS ; ; 'L' U.. I . � 4. ISERIES 2000 INSTALLATION IS APPLICA CN . I. - _v= 'Y -. - NVALLAVON IS FICOUIRED TO Of PERFORMED PROM IK INSIDE. OF S7RUCTURE. 14 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM- IS PAIENTE PENDW� Q := -:1t _* SCHEOVIS .1 �'_ 7� -Lv'=7_ - .7..... - PMEL L04GIM T semb'" - : 1/4-O-zo �1 1� - I . , ? 11 I (W so"co" -- ! . -- - "�-' -: I _ , � m � � PANEL LENGTH �' . " - mon I.) � , 11 . 11 .. -1 I ....". . ".. I ON TRIM HIT � i � . - L -, I I . M51sof ON TRW 14) ISEE NOTE I BELOW) 1, I -11 I I (SEE FKa I BELOW) -16 ALLOY AND TEMPER. (UNLESS OTHERWISE HMO) 15� (a) THIS PRODUCT EVALUATION DOCUMENT E.O.) PREPAKID BY THIS ENGINEER IS GMEIRC AND 0 NOT PROVIDE :r 3: m L � I . ... -, S .9- , 11 5, ALL ALUMIMAM EXWS*NS TO EIE 6063 - 1, - _* � I , -1, � on m i � � ""... - -.m - - S/4'1 17 S ; 1�__ . " VIS ' ' f I ' I ! I ! ... T DO .= t... , , � 'n I e ! I ; L I INFORMAIJON FOR A $IT $PECWK PRrEIM 1,0, WHERE THE SITE CONDITIONS DEVIATE fROMI 'HC P ED 'I � I = C3 w 4. i 'I ,. '�' �11,1 I ... 111 � "_'_'____ I'��, _"'L:_' 'L� - I � ; j 4. ALL ALLIMINUM 5HILET METAL USED At CLOSURES SHALL HWE .TIOf5-HI4 ALLM, - � . �7".'_111 61 � . 'LLL.-1.1' -L , ��' �:- - -'. , I - . � I ; 31, = Cn I - � I - I � � � - - 11�1_ I - - " ! I L 1, ." I . � " I "; _`� 11 � - � - ' I L . � - '- , I ',�7�'��'q� I '__� (111 CONTRACTOR ,TO BE RESPONSIBLE FOP THE SELECTION, PURCHASE AND INSTAUAITON INCLUDING LIFE SAFETY OF - , � ". ill I � I , ,,,, � - � I ,,, ,,, I ",111- 1, .r4i", - I It 1 V/ 1 1, ,,, '44VOW. 3/32" . "t -, -11, 1 I I � , , 4 LIT , ;0,11-1 __ , � I - "��" - 1. i ' ' L' - � , I � 7�14� ,- ' ' 11 I � - � t ' I i 7. ALL MIEL, SHEET METAL PAN"$ SHALL 04AVt STRUCTURAL QLMATTY STCELL� ARIGA A-45� OWE. So In,, rZ 0 EL THIS PRODUCT BASED ON TWS RILD, P*YMED HF/5R* DOES NOT ONA11 MON THE CONDITIONS OrtALW ON = = ;P' : . I" M OA1.VAN E STE . � I � I � � � ...... , � I 1. j � LIMICAKrION WIFy- Efl,b *at (AFTER ROLLED). THE$ DOCUMENT CONISMUCILION tAPETY AT SEff IS THE CONTRAMOR'S FICS NSTT Ir. , � � I I - � � ' . "I � � � . � 1 � L � I , I � i I 11 .11 _. 1111 PO lur Q) U� '�' -.-- � I I ";'r 20114 I : i ! � � 11 r ; 1 � C: I= I I ""'__ 4 .11 THE I � � � I -..-L" - � __ __ - � =' ?� --- � , I - . I I . ' 7 � � I , 8 ALL SCREWS TO K STAINLESS STEEL 304 OR 4116 AISI SERIES OR COMMON RESISTANT CONTED CARBON SMEL AS PER ODT (o) THIS PRODUCT EYALUATION DOCUMENT WLI, OIL CONSIDERED INVALID If' MODIFIED, . � , I '�. - - - - " � � . � ; PCWTFA11ON AT ':� 1�4 I ... - .� L L- I � - � __"'�I_' __ 1 . L In C- I I In-11 __1 - �' ____ -- . I � _ ': _ � WOIA W/ SO I-! WILD STRENGTH AND 90 MI TENSILE STRENGTH & SK41 COMPLY W/ FLORIDA 601LOWO CODE Ste 4 1 1 i I eT. I I L�7' I "Tion 2 11.3.3,4 . . � : � ; I 11 . 1 (4) SIM SPECIFIC PROJECTS SHALL RE PREPARED By A FLORIDA REOISTERED ENGINEIEFt OR ARCHITECT WHICH WILL � I -.-- I � L a, U Ir I -T I ; � � 0 . I � I , A., � : ! - ja , � i ! � ! ; . � 9. BOLTS TO BE ASTIR A-301 GALVAP42CO STEEL, OR AM 304 SERIES STAINLESS STEEL, WrrH 36 "� MINIMUM YIELD STRENGTH BECOME THE ENGINEER F RECMQ (C�00,) FOR THE PROJECT AND WHO MILL TIC RESPONSIBLE FOR THE PROPER :11, I I i i I 6' I � I � "L � - (3) ; �Is , Lni 11 ., . . � � I : , I : 0 ! . USE OF THE P.E_D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER To THE P,E.O. ENGINEER, SHALL - 11, I . i - 0 ' � '-a2 � L I I I M ANCHORS 10 WALL SHALL BE AS FOILLOWS: SUBMIT TO THIS LATTER THE SIM SPECIFIC ORNWITIAGS MR REVIEW . I .0P. � ! ` - '�; � .1 � . L L � I I ED. � . ' L *" .1 . � I I I � (A) W_jUUWX,PoLXED&Qh0M, I & I " I L . I � � : I" L 114:� i 7 11 ! " I � � I . I , � � 7 .!., ; r : "", ,,,, � WDIOR= = 1. . L - , I 1- � I I (MINE RECORD THAI PREPARED IT, � � � III � � I . � . f � (") THIS PE,O, SHALL BEAR THE DATE AND OFINGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF "I i � � I 1. ! I, . � 11 ��.. __-, J ' A' L ''I : I - '01"Cig - 4 ,,, . " , - - I �0"'_"_''j , I I � ", - � I ' '�"A � I � - 1/4'0 TAPrxm ANCHORS As mmufwum By LT,w, amm. INC, Vc-31112 p,*,I.) ' ' � , 4 34, M'$' W,f Oi6al � ill, I d � , I., �;�'.i'� '..'4'.'��', 04T I ,,, ." � �: _177"" � I � � "I" T, � f . I, I I- 0-2003 -5 ' f1Q. �. - 1/4* 0 9 7/8' CAIK-JN ANCHORS, AS M" RED BY bCWALT 1*4� (MIM f-3000 P,xi,) K LOCATED ON 4 RE41ILY VISISI.t LOCATION At STORM PANEL IN 4H , W14O "w �fl I I , 3/32' WIND Ill , Fl,r�."T" "NO NUT (11 � � � � I �' .111" " � � - #(If�'- TO P"EMATE FEMALE TO * PANDJOATE P40S ANCHORS. AS NANNOILACTUR0 BY fLCO CONstRuCTIO0 �ROOTLCYR, ACCORDANCE WITIi SECTION 1 OS0.3 OF FLORIDA BUILDING CODE, ONE LABEL SHALL ISE PLACED FOR CYCRY OPENING, , , "'� � o �' , �' �, !7; -�- 9 I; L___ 14 cm I I i., _e+ S. US, W/ :' "'�" "'��-'�'." � � i I i I 10, STORM PANEL MANUFAMREWS LA13EL $9ALI. 1 2' 1 ""' �/-"'. a 1/2. at - 1� WTASHE'00/�`EYDND) HT" 11 '. �;" '_� 11, I � 1. r �,L 1 7 ' � 1 � � WASICA 0 t2 I12. 0.0 � �� . ��' � �� NUT WASHER W71010) ' I I "," j � : I � 11 " . L - _ ' A— ....... .. L, � ... .... "T I- i � I , ,,, � I , , - ,,,, � ,3*0 P-J) LAKIJNG TO COMPLY WITH �-C'110141 17MO.2 OF TOE FLORIDA BUILDING COM , �'��' �� 11�� - � 71 � � � � � � � �' �� "Ll, h ". ___y4'# TAPCON 0 6' 04 � ! , , I � 1� I -- I - � � �' - _ ..... I *. 1APCO0 0 O' 0 C, . , go TAR%" 4 e D.C, , �'�" W "UN, 1HAILACCO, i ' �" , , ',,,7Ya 0 . 3/�2; WOO Nut ;;� (' , . / . M) MfNLM1UV EMBEDMENT OF TAPOON ANCHORS INIG POURED CONCRIM SHAU SE I 3/4' AND 2' FOP PANUMATE: � � tj� .- � , , L � .; � )'/$ 0 . 3 a2 WIND NUT P0, � , HE - ' � I � - T AGOVISO Wt S-) , � �� L '� ", 1�� ' L� .' i_� - � L' ", I - O.C� ER a (BEYOND) �� . � I TH"%. � � � � P , r 'i� % AT WOONGTO I , 2'�4;'r[T_ rN4, Wow POLIE. _71-1.1 1, � 0� FEMALE 10 & PANELMATE PLUS. ' I I � � � '� Or PLATE . .- : , I � , ,,, ��""i' R 0 a /4 � " , � , I ( 1HREADED . , , � �.'_ i'_ "_�_' I,- . - I " I REQUIRM ' "I . � I WASNI - ... , AND"Of" - mom" L ' * I - - : ] � L� " 1 - , I Mill I - � � !'-' � i � � ��i A2) MINIMUM tMITEDINIEW OF 1/4-0 IT 7/8- CALK -IN ANCHORS SHALL RE 15 ?Y8" INTO COWAM, NO EMSIMMENT INTO . . I ", 11 1 5� �. L i_�__�,, � -fg WOW KATE L L 'L L I OF PLATE - ; � � Ito Lj��Xaa PLATE 014-10 PARELVATE " ". iL � . , L -'I "' ; I - WOOD INATI I`- / L "/I. . � .� - _� ' . 1%: L *' -.-- - I IN - . 2*14' WOOD PLATE : I I . 0 6 I . I � #I, -,a ' � 1- I - ANY FINISH MATERIAL $HALL BE PERMITTED. - � - __ - ;CV4 0 - � I 71, I;N , _. I � ! � � ",' Lf, 1/4- P-20 SS SIDEWALK BOLTS USED SHIML BE LONG IIENOLOWSHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 1/4* I . REQUIRED WALL UNTItIQ INMAIII[Amm MAL , , � t � To ; .4 4'. INLIQUIRED I ':� i �i ; ,'I, T . . I 4 101111ININ, W" MOUNTING I -1. b A- WA HIM AT MIDWWH OF PLATE i AT MIDWOH OF PLATE I �� INTO ANCHORS. MON ' � -I' ILL - � ' . , , "A" -s' 0 , I INJUATIM 1. - I ..... _'�__�_�'m' 1 � Ll';_��": �11' ""tit, rij , " _§ SC" 3/6'_ 0 ffRWOMANEL A.3) IN CASE IK47 PRECAST STOW. PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR 010 ..... ;.."!U; _ _' _ I L , � r\* " \�CEN4*,' -.1 iq ' I EN LEAR P"A"111"A 0 LIFIE UM PANrl $cUUE ve-i I WA" MQUMENG INU&LOON WALL Mpg nOW, WHO" SFALIL BE LONG ENOUGH 10 REACH THE MAIN rMUCTIATI117 BEIIINO WC4 PANELS. ANCHORAGE SHALL A _ el %. yi� SCALE us, -I" ""'.001HANITI, "URVIIHNNFAN, BE AS MENIIN0 IN 0, I) AND INI A.2). . SCALE 3/8".1" el I TQ A,*, L%�i!( 'k t Ito. - .1 �g'. � I ...... REQUI as 0"11 _' HE rt � I .If' No, 44167 *1 V . �IA2 h M �MCREM-=i-wh1i : * . I &=I '' "'..'L '% SCALE vol-T, � �. 'fi'.I' w � . � FLORIDA BUILDING CODE ( '-��a - FLORIDA WILDING CODE (N I , :* 1. INSTALLATIONS ARE ONLY V" FOR MAUNTIGS WITH kS.O� DESIGN LOADS *..' , 1>'"1C .. * With Velocity Hur carts Zone) : .. � Igh Velocity Hur no Zone) - 1/4' 0 TAPOON ANCHORS AS 4011,11LO'KI'LIFED BY I.T* BERILDF-k INC. - . - __ __ I I FLORIDA BUILDING CODE (High V41DOITITY Ourricons Zone) �M . - - ... om mitm. m UP TO A -72.0 TV 00 PAWLS LENGTH UP 10 V-11'. �� NOTES, ' : '_ - , : F 04 - No 441bf '- 20 GAGE GALVANIZED STEEL STORM PANEL � 1, , *' 20 GAGE GALVANIZED STEEL STORM PANEL .: A tJUKK' rAmm. � VADN 11=01 W_ F'p �/4 * X 11/8' CALR-IN ANCHORS, AS MANUFACTURED Ell OEWALT INC, (V-1500 PAQ .. rp - , 2. FOR NEW WOOD FRW CONSIRLICTION: WDOO MEMBERS 10 BE SOUTHERN I . %0.4 ' . E - 20 GAGE GALVANIZED STEEL STORM PANEL ~ or. 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.&O. DESIGN LOADS a : ' * �_�_ � I moo W., __# 4-10 PMUMATE FEMALE JD AND PANELIMTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION - � .. PINE No. 2. W/ SPECEFIC DENSITY OF 0.53 OR EOUM- 2 -*'. . I - �' - . . . . _ ___._ PRODUCTS ff'M-2ult P's-0 __ - , E I / s L � _ GLOBAL PROTECTION PRODUCTS. U. ": -*. . Wt. . . RAHL_ . . 2. FOR KEN WOOD FRAME CONSITRUCTIOW *OOO MEMBERS TO BE SOUTHERN 11� .-2-e� f LECOjim-. -_ 4 111111-1: 440D S.X $I STFIND -" '), '.. q � . . -�'_ / 1109C 0 INC. .000 %W, &I STRICT PINE NO. 2, W/ SPIECIM DENSITY or 0.53 OR EQUAL OR110 a Y 33314 ,Hcte, to, Mo. I'L =14 2"I � I "... � - , � " 0 rm, (" -116 -0:0-7-71-re. =-I.-,- '.,,Nmfl� Mi. '."? 20-176 , .. ft.* 30. TR * ,ft" Atim-7046. rm" (04)MITIT-47gy -176 - 11 1*1. " '�... __ -41M 20 .. `�m - I FM- (134)M !. ="" D"RNY 20 ;�,V' "v - ITIZ WT FW4)Bft 4C S - PHONE "'I'ZOslo N - t-i-M-0: . � Mno .'4'"", , Iw.,IO�� SnO If , . " I -I- _.�bwmw__ "'s CA- 0 . I.. . 11 'ROWIRIA _� 0110404 tit$ V., --I-- - rmv- ".W.- 1w. m�. MOM ow I,, "_**0 � :1� i. :: Nk (A-4110117111 _'� . �� AlAw" N. . =1- I .11"I I.r ,I RE . 4.1. - I - I . � P�L "A'�m"TwmAAIt '' " '' "Ll" A 14UT 1*1 V .__.�_ )p v of 24 67 _�_ I - . ,;I i - We. I.=- io - I LAL i k 9111 :Lfz:nM -_ .....-.1-11"..." ,,- " . " _40NIA, UtL I AJIA I I I I I I I - _____ - --- - - ------- - COMPONENTS EQ8 SERIES 2900 & I 000 E-Z HANG. STORM. PANCLS /24 :2 IFELOW) INSTALLATION 29TAILS EQR URILS 20.09 ANQ 1009 E-Z HANG $T01jM (SC" 1/2-I-) 0I..1, S.3' V/24 00 w/ on W/o & (D (Su NOTE I 9"m .I- MR. 2'/24 Ito V/24 10 I'll T AT I foe - Nom 3 ono*l Mom ScAtm, - i'-3'-j - - '%Or , . III L" 31- FO* commil, ANCHORS: so 11 mi., CONCRITIT ANOIM T _ PANEL CI) INTO POURED CONCREIE OR CONCRETE BLOCK � - - - 2 591 �- - I (511 soexu ON SHM MIT / I I .. mo!tm - , - I- I I I . I I . . .. �.. I I 15.7W (TOTAL WiDTHi.-- ---,-. - . _ - L I � - -, ;- - 2 230'_ 1 . ; w 1, " - � ' '�: _('j) - I . f I � i i _... .. , commm 6110IM 11 - ..1-1. ____ _ __-_ - I I '�' am Ama- " - j')'� im.* I " -, ""r'"' " ""' 12,500' (CfF`EC7TVE WQT")- _"''_"-____'L ...... -""-'"'�'--'L""'L.-�L�",--, I '\)� __ �. __ - - mI=z=:j I =-.fn-.. I OND OF & ---,\ ��' K-55F� ' 4 - K-WAS �'j'm_ ' - I I I �- 2,59 I"-, 911 Ccll'�. ". -=A rI � U) m 7 - ' 'I 'T . .1 I - - I r ''I'll' - . I 1 I 2-2-0 r v I ,� �'� m ow 25) F390" "" L�/ f_z�.'_' . 1, I _Fi - r"', _T� : VIE "' ,"o 1-w'sWew'd =Lp�imm ' -� �' ''. .1 & 1/4' , I . -- L - "L " " ' � � I � i "'I" - - � �' I -11"""" I I I a -- 5,) 1 I. =7 \ �111%�� ww"'It J�"" �' I I - . � z' ",I , , 1�(T L 1 ".13*01, � , N�. A I �'�'- - , � I I _� '$'O - - I " � � t '�_' " I ' ' I � , I, - , , � 1600' - . I � ; i __� I "P o, , �' "I -.0 I KLM (D .075* 11 I - ylt' � . 2t, 60' T 01. ". ", a., A, - I I ..... / .WV4L"" '�',' �#O .'.Sc' .1 4Z�_ I Iv m wl.�' I, � -1 � w I "". Mo, "" * zosr � I � . - " �-_ '_ �� T t % *L I I--,' -1-1 -1- _1 ... ... . L "L �= IV;. 4 0 , a) _C_ (jjj�;;��" ' I _ _rlmr -1 -1 I 60 X . I __ 2 . .e I YAM STUD. � I W I 1 ,244" QNrw � woom 'm'w � I (END fjIIN� j� -r,-- - __ , - '�. -" _I I " -, . ! (wm MR PA4 (END PANE��[ I I , � I �j r ", ok, I IYP. . AM - '� �'. i : a i , , "MED GNAVE so MINIMUM / � � A __j 3m "m 2. & 4 1 1 1 I su "m 2 3. 4 oaDw NOTE' ' '-a* � I .' �7 - _ C-150 _ I : "IV - I 1 1 I I _4�p) . \ / � I ! j 11 j '* . I ""� , I f_" r __ _ t -4--i U) _ - - ' - " - � L- - _'%Nk%W�'� "E" : / M. 14p,S - " I i 0 , " I I I i 11 i __�I_ Vr N' � I ". 1. 11.1 I I I i _f__j , - - , � I , �V' r ; '*'�P'L . ��= i I -71 - wc I ,-I ik-_' " I �t_ - � L �� L". �� ; I 'g F';kv ! ' r-T I _" ,------- -6160", - , - -- " - L '.R 0� � I - . ;;;miw ! - R;, r 4) )/.-x .... -!��o I '' L " � : '*'-2.470" 1�1�1- I D� /4' M's W/ I . _� W. � : : _01 i 1 J� � = Air %, ! -<:5) 1 . m _'_"__'2'4?O'L'L "� �Z' ; ;. � I '_ I L."I -'_ - _!,,_ ____ 0_1 t i i ' 1 4�' , I 711"", � ,,,,- n , 1� 1' 1 ", '[ � - - - -.----J- - --- I I I '� ' 00 - '_T I , I � 'I � 11-1 I I � " ILL ...' �� F "'44)"' le -I .1'w� -� r 1.3��'., � � j - I I ;,= I "I I '�L 1111 :1 � � i , 111" I "" 'r : __� � � � 'L ..... i 1 *j']j'rj]_jjLr Ti� A ..... 11, 1/2' - _ ::, 'I '" '] � ll I , r__01 -re I _�@ 11""". . j ___v " (D 2 ' ", ... 1 jfl� '� i fi*vl� ""' - - -_ _1 t! rk ,I , -� -1, -1 I I ,I I I - . 0 "'m '____ - - I 1 � I _L__(D K I '"% > 0)jjQRW PAN& --r- 7"41'7 PANELS W/ , E , , , � I I - 'J � ... Jr. - -11-IL ..L"wV'9Tr"""` . - I I 1 1 t 4 44 9 'I- 'r-�-- I - - 'a v f I � ", .--- - - I �Irl " j 1� � 1. - ,I., I i �- i , , '_J 40 � 1" 11111-1111E I 1, I I, I , % , I � J� � 11 11 a 'I] I � .1. � ' i MI 11 � I I f1i � , ff I I Ai�� 1.4 ) I I � I I I 9 i I 0 I - ; ... . � I I , � 1 i _. I I 01 ; ! FTTT-Tlr.!IT 1-H +1 Ill I il I- jj- I I P1 . 41� H4 ' -44 i _ _ _ (1) RIEVERSED "h' T=K T REYEIMEQ 'U' TRACK _..... � 0 n I "r I I 'a �4___-�_ C"""""' " -4 i !I Ll - 111914 � ! 1 .. I A I 1 "I'7 �_ _ -.-,,;" .- - -, _;i � __ .m.p. -,;---W--"-V-- "_ - .� .!/ - I I ON p I I : 1/'� .' � � _'�� I PARCUMT1 CTYPI) . - - '= - � I CR *Cn 2AL 0 ""�" ."� .'. f SEE NOTE A 1111110111, . " kf.man ,,_ 3. __� Tp. I I 0 v. - I o- R�IYS.!N_ LIP., " - I I - -3- � i FOR CONCRETE ANDIN" M_ (D- I 'r_---�- _� I SEW)wfin " . .� va SCHILD" V 1. MR, suw�l*w- I I � . . , I .w - k=p1mtw) ION I 70 CLAM 1= I i I 9-M VANY Q� � - M... I, 'D - To I " , I I i E ON "IET 26; R mum,.- Ir I 1/r � Off I .' 9 0- W/ "CIAMED CDOW. ' " ... � , I I - 1- '_ , 64, ; 0 an (3) Wif 00 ,,/Do. I' Wn 'wiyov ac-'i- , -'' tr i W04AP 9 WWI tMA&I 1 , ttl ". ;I- 1 4 ta� ", J, a INTERIOR 4 ,,, .4" �' - - I I .. _ T BE INSTALUEP AT EACH R � -4- - 1. 4 w L� - 06-w- '_:�� . ol ! , " .G. l3 � * "v ,W'AN To HOE IN FAM i ALWAYS PROM "I LLL �/ � �",��'_' - - ;' ", - '_';' '. L '- WICAL ELEYA IQN, � 8 aE IVA 2.QQO ,,,, 4 sl� I -020 i " 10 FACIU111 wmUng I V " I : . I � ) - - - , � S N'Mr- 1. ! If at INSTALLIM mom "'. I ".. ,� '-". T1 MIX 4 A. F.614 T"ICAL EUDWIQN EQg A& IES I mom L1111-' '_ I _r �' � / '' 0 : RaD Ito 6 OF i 0 T MI ) i if 1.1'.-I. I; I # 4-j IF ;Q 125, � , t2s* Z HA 0 sw JIM, - I* km INSIDE OF MWIALUED FROM RE ,- - - ".1 T I I - "EMME(z , - - 3 i T' _' I P I .i " - Y "' '�"bE2SOZ'tz_=- ,�' � - 4� � . w" VW' - I- - -.1A . , - � 8 ' __Y�11 - L '� , -, t===;�__ it/W.- - I �j ( I I 4 I ! L TL I I j I 11 , __T"-' """'--- ��' 0 1 51r, �' ' gp - '� " L , Q, 3'Ao. F 'I � V. FAR 114. U_ CAP r1^1 M. CAP 114' Mo. GAP I 4 1 1 Y, WON' i C... k - . 1k: - Or I Y, U.j it I ,.,,",,,,�,,,,,,r,f.,,,,",.,,',,.' C -0 i � -Ar", -A - - i 11 ;4 0. CD � " 0 1 1 1 1 1 4 , 'i 1! :3 � � . E 7*'K 7 �\ 7""� 7 '� r":7 -/ 7707 7 =�j \_/ \_/ \-/I \-/- \__z ��l "' ",,'I'll, .... ""I ." i ;_ ' I ; if I ISOMETRIC YIEW OETA L A 2.000, 2.600 , ""'�� .' T I '::!� � ........ / 1� I ROUNDED CORNER 0 ENDS OF PANEL'S 01 w"U3 I/ DO 1/1 W. kv w 0 k "-� END LIP W/ HEMMED EDGE. ! 12!t' LYL. � I , .m I.., I . :' : _. ,I , "' L ) '1� 0 - (3 ';'.' I . . . . . � I "I", � L_ : ,,, ' � �'�--_ �' '= I . I'll, `111'11�""`1111 , '�' � I I - -1 'f I . ..... L - I I (Z �'Lwogt.E�Tiam I. , � I, - 11 I 1. '. - _j i [ I L =:_:__'_'___7�'L.I, 1 25' - 00 , :1 a�cwvm - ; - 4i- I SECTIQH B a: 0 i , 1 71 - , (N-T.S) f , ====J__ - I - - j ,- . - ILO" wc$ : SCALE 3/w - I' " � - 11 - ,2 I'll � I I -, 1, 1. 11 �� . , '�j;�'*: I � '�' V'O�10.v.' i - - PAN �l I L :` CIO a- -2,000-- III) � (1), =� E - ? HAND STORM PANEL STS10 CONSISCRO 10 1 Ef IF PLUS OR 't PANEL * , .;r - . .. _ _" 5' MR, - - L I 1. 1. -1 11 � 110113-- I R*11.5 AT TOP & LONG I . �_t I 11" ;&Ti4qA_1j'14= WAN, 4 I 'j LI, ' (jr '�� , Aj E. 0 1 -IL, 11 , , (1), pr&0QN_Qf_4&m=.Q; FC;;I� MST & BOTTOM, MM CONSISTING, OF PANEL, . W/ PANFLAMTES, I � ! It" ", -�� 'r-4.;G_ " '.. 11 . RAC V PANEL SYS Lhvvwm ' -A - Ti" " - I "" �, PANAL M L (2), END PANELS SHALL ALWAYS BE, CONNECTIC NO SILL WALL BY MEANS Of " I T' I'� 11, � Z, .,Or I (�) "J"' 1AAC AUAL-ANQU ALWAYS CONNECIM70 BOTTOM lw�K OTHERWLSE A STOP W _p To PANELS � , n (w I .1 ,�'. WAL w _n/ \ I �/ ___"§[R A) , m 'g0'='s'SHAw. _ I , .IV"- 5�� , " I I 1 �4- WIDE ;9;Et-s;'r0-NNV4 7-0 lw� -0!;-,.,- p '_� 3e - i:� jl-.. --"�'� :; , T (�) 2'XA*(,Vax PROVIDED AT TIP Of SUCH PAWLS, L I, IA � ' AKIINRA A 'W,1 OR 1K`4 1� 0 ir 01C. 0 a) g. .� -76 Alum. ALIOY MI". UM0SC IWO WU@9KAS at' ANIX? ") _____A11m I- 000") -i r 125' (3), IF/ E�O PAAI� CDf ONMECTON SHALL COUSYST OF W), WALL a DIRECT MOYNTING INST, "Im ART � 0061 I XEI 101' '�'@ U) ,IN 4 R 1/4'ft3/4' Min THUMBSCREW - - WALL )UN]nNQ 11011, TO �2 PM MAY BE AT EITHER OF TWO (3). MR CASES W14EN ENO PANELS ARE USE ,K)INTILY W "15" LCIN&M,q) AT T " 0 rLOCIR TO CEILJING WQgHTING INSt BUILID-011T MoUtMOR INSTa m DIERIOR FIAT FLANGES OF END PANEL OUT END RAKES ARE NOT CONNECTED 'to STOP BAR I SCALE 5 I " (4), IN CASE THAT END PANELS ARE NOT CONNECTED 10 BOTTOM TRACK (!;. A STOP, BAR 9"41 .1 PROOM AT TOP or SUCH PAFrELs . . . . . A". I 'I 15 ONLY USED AT 7� AT LM 1(" (4), FOR INSTALLATIONS WHEN ENO PANELS AND SOW INTERIOR PANELS ARE DIRECTLY - 91 ___08 AIM-1, WWI` Iffmo: fn . TP 3) =INM RE CONNECTED BOTTOM TRACK NOUN= TO EXISTING SILL WALL M ONE WTERFOR PANEL - at spooc-TIONS SSAARIACUS FOR L. � ! 6401441,16 USING SPECS INDICAT (w K ME, CONNECTION OF PANELS X TRACK XW_.%.p*,_A9IN0 DOTTOM TRACK TO Y,�LL VIA w A ,""solwou0A, - TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. � WK mm. 1, imoo No SHOWN ON ELEVATION AND W � -, R .4 S' SEE SECTION 1', 3' & 4' ON $MEET 24, SEE ANCHOR SCHEDULE ON SHEET 25, Liz N 2� -0 e '= T " , JIL ,OM V/ i I �:4z-s\ M , EOGE: GqST Gaeg TH$41 4 - - f a tn' '. CA , ',i �e �"� r, "" .- _TT 0 WIND � IT or (1) r, ,;I,P;s�tn..%!!4e/,,� 00 �� " IM vo ',`t.�CENS %� ,'VIT00014yo," NOT NEW TO it CTETT v a, AM, IPE'ANS. CK '. ON swv III, *p . ,�, %�� N,, �jjj A SUCH THAT ADJACENT PANELS % WT & R04T SIDE OF "Evo I I L I I _05"'typ') * 0 , I'm 1-1 :3 w /..� ��'; 00 E HA !� �� " �f THEIR OWALMIS RETAINED By L __<i) " V6 WA Em nawauu or mom, �' 11� '� I ' X M I I f NO. 44167 ' A" 1�' ", ' *: No. 44167 '� I , - � . S � . EN I . L I . FLORIDA BUILDING CODE (11,119h Velocity Hu cons Zono)l I --------- ------= 1*� � . I FLORIDA BUILDING CODE ("19h Woolly HUrrICOnO Zone) /*.,-"\\t st "'. -_ FLORIDA BUILDING CODE LNIgh Volool HU qOnTp Zone) I.-I-1 _ 0 OW 4K < . I ' Sw - . - ___.7&o*__ wm mwmm� r.. Z - ' pzm,Lmw. m a. w rp I .1_'. 20 GAGE GALVANIZED STEEL STORM PANEL i .' No, 4 167 % 1 20 GAGE GALVANIZED STEEL STORM ITANEL. 0 F.P.ve' .1 E.1-IMA" STATE OF .,' 20 GAGE GALVANIZED STEEL STORM PANEL _3' Mo.,___j f - I ft - -- -, I"ON & - I V, ..1_7 Dow In z 'q I . *. :*__ .� "�'-. .C' - 07/20/020 ; il�-=-_;�- DffAIL I I- L-.j EA . !V T, R� 07/m/10" � AV, "m ZW 6 mw Ulm _\ GLOBAL PRDT'CT AM SCAU, Ilr . I- VIEW / - GLOBAL PROTECTION PRODUCTS. LLC. I,,,, M 3"d%m M. ANCLE (�) STOP BAR ' �' GLOBAL PROTE LLC.. / IILIECO..� 4" IVA`, I $TRW . I 11LIECOm. \ 4M %. - - 10001. I / __ - . _=spm 'AI4 � --*'O'�'..' ,4o 10� _�q ' ' "w"A"' I'll, 'Now GAW_ In. 133,4 o""A"m Awl' ' a A=Cimd 60WANY "I MI 111."_479? (2) I I" LONG , w. �!.`� - L'i 711k CTION PRODUCTS. �_� - a; . ST OF L' -- zr __' ION PRODUCTS. LI.C. .:-.-, � """-,"�' JAL15 f*W- FT. 20-176 . F " C / .�' ��.V� Z. 20-t7o I? a.. , 20-176 < I., M I I ANY A, ", e., 'm., "', AX 105.1404-cm ... r... MO r. (Im.1"_7m, rw ("-)M#.#"l I - -- ROW I.)Xnl.J, I&, � '_'isi= TIMM; ii$4)0�7M�, K i"' 8's I - .� 50 . _6 _..' 83-15 Alum. ALLOY .. ". , 'sm w -'Aft _X% " ORWING N.4 ks, ITO' __ - 'ET 51.1 - PIAT 0H.'al DRANNO ft: - � O' Im ".' =u _ r_ ANO'no "� ._j Fl.. MAL/111INAVIOW/bITIL , 9 - te- " to 10 _!$in�. MR"* M-1417- - ION 1111111"'"An"C"CAT .*, PAL - I att Qw" Of, WAL'to"IUR I,, - . I A '_ J :- wort N OF " vZ"N''.L.- -7, . 40, 1A, ____ -, I - . 67' � . - . , - - . L '21m, a - I I I I I I SHEET NO. SH 1,2 low . "K MAXIMUM A.&D. DESION PREMRIE RATING ("J.) AND CORRESPONDING A"MUM PANJL LENM = SC149MU FOR SERIES IDQD120DO E-m--Z HANG STORM PMEL M SYSTEM UALIP"AdLy-ma, �� - �%MIAW_11W�4!_WSALZOI .61I.M 11D I PAWL -_ AIM 10 -I-,,, wl.Clo . I CONDITION .66.0, -?b-3 . 70" OR LESS . 2 9/19' WLTED - _ , I% 2% 3 . � I*W , I 1 21W a 3** �66,0. -75.3 70, OR . Um 2 7/8, [ - - , .., _1;t�r Ole;t,;G1�=4of- N,4, 4 WIKI~ A] � & � OF � LENMN PANEL. - MAXIMUM A.U. DESIGN PRESSURE RATING (a.z.f.) AND-CORRESEMING-MMAIUM-AIMM SBWNG SCHEDULE EQR INVAUAMNS INTO CONCRUIC & ININCOM X= STRUCTUMA ma�QW.-ECILM&�NV"I"LaLj��4�aAlIM05.1, JV-18m.1411 E-E I'MIN PRESSURE RATING (P&J.) I_- ALAX00UNT moms SKADw Foit C, a. . 2 1/2' - - - -FANUMArt Z��-;, To �� 4, ANT towswuN or THEM MAX" PANEL Loom v (W,) I �I._K��__j FEMALE 10 i;�_ -,7c.,,, ID COWRIE,. 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AWE Nm "w DAVICIOW My or OSAI OR EQUAL �, 11�1 , .1 . `Xuk�', .� $1V I RI _�, IF , V I e, %. e I 1 ,� FLORIDA BUILDING CODE (kllLh Volocily Hur loot" Zono)l Amr-I& , ___ - I Z ,' N014 . � mw TO= ow. � 11 E *, :*- SEE SPEW'PrAlILA��RWCgCTLFG , . 1 2.0 "GE GAILYANIZED STEEL STORM PANEL wCuL As PANEL 5 �Drj I M - I , I - " .,r'�nT%.,AaA w S . w w I tR �kin "" - - I d. A07ra % ,000 00 WING WITAULATON TYPE ON S -0, __��_ ---, -_-5- 2 , . STAT Of C ., - Z=� I - - , - ____� / __ _!:�,,.-. .,IO I)V, _-��rv_�,::_,___ 50ETU�,..� GLOBAL TIERNATITM TOP Iffa.- NOW Ft I. ___ ,._-P�, q- - _. 1800.1w, 51 111"m &-QQVwhgaLz-umm IOP 6 00 IN ANY MNDMQN k MCNON 1j* W17N%"1.1%0.1011�10AIII. wa. `i- 3311, Cw �& . I ..0 "Dw I,"-�" F. (00"a-47V I 6 Sr LLOWU54n CAN At, QO14WW `1<11111111?t WAV to ARV A III 11, 1`,�,� -Z".L',..v,5i.,_ I,,, I WALK, 1/4' . I' C'Llowil, 101 -- 40% m*vI% . I 1 I Pt V_qjIwA1AmAr/1m1T1 NLUVGa A, 1'. pr ;I - I I— $.m � ")"O iw#S` NPI fit,ow rog V'Am z E-P - , . , , UWA 1-tin . - I i ;1!.E,1f2!!T:E_ $." i. Ot A I- 11 11 _41, I I %tif-LIE PANFILS(h LW84MW= AL"p-11-fimm WLIK TRACKS Ck ON * MAXIMUM PANEL LENGTH %+" OR -L- " (ft.) a MAXIMUM "ISID. .I-" ..1. 40"', C A WOOD Ta" t ;;I- (P,.t,) C. ar -j 2aO tpl-o* 12ro- - 24,0 Y21-01 ., ff'-a* JAG '- -7;-ti�- --_.. 1-9. 10 ' � .--- ",a -,- ADD __2�_,_ ?0,-?, _L�:__ 0%�4- ___��_,_ '_9,�_F_ _#C7_ Smo w-t, W 1_TiD - I-.-- _i.__F -,.--.--- _ ��D;,_. __ - 1_WO____1 �'_.4!*_ no - .1 &*-V� , _2�__r_ 1_1. 70.0 - i4� - ____ i�' _._ MO __ - 0: __ vao .__n_!L - 7'-j' --f:L - 81-7^ __ ;iv --.,.- _ 7, - - - - a.- -6. __.__j�,___ 0 ._iFi� - -il., v __ 11 * i;F�7". ,___!!_5_,__ 100,47 _!��K_ 01-V - 4__ - 105.0 '__!�.�'Kt:. 5.-I. $�#, 0 - _i�r_�;� .--LID - 1110 ___ - 51-h* T to_$ . .__.. . - .V-so emns C11 u%_wmt1mCK2LfT!%9& 11A)9PHQ9 D.m,,(�),(�), mml w0uHtw_m_uCKJm* " MAXIMUM PANEL, LENGTH (i), @ - (c, "W OR "L-" (ft.) 0 wimvw AS,& CONC11VE & wow .RMA'm 3�vm &STA" IONS f IRA C) I. -, -) L4, I L, 20.0 w-I- 1 ti-o- _ � __ .- 24.0 121-to, - III-7* JAC, I V-ro, for-7. _ jov - - To- __ -#� ,- 00.0 . __L�� 0,-Al -f- __ J�1* ___,w4__,_, �77_ _'_____ ',__O�_' - _1I1iO,o_.1. - ... L . ... -.1- � ... ....... ��_�?: ��_��_ . �, .. . 11I ---- 7'-f- 1 ' � . - . 11-1. 11 . _�� -.;; no 11 - --!- -111 - 7'-2- ----"--. ".O ___ - -, 7,-S* o*-01' 750 ?,-.I, 5,-d* _ Oao __ ?,�O- 1. 6.-,. 1 i� G __;,:;7_ - lii;�_ r ___ ____.11_ Pop 6�40* 6�1* _. I __ - � ..-. ,-?. _ $1-101 --'_!at__.. WOO �111 I 1. i�_";�__ .- JoSo _ , i'ZF _ - S ._4 . --,--- TOO - .- V-11 - 'I-.--- 4,_ i��- , 110.6 -:,-- *�-B- SEPARATION TO ,GLASS SCHEDULE - P MAKI=T. _____.t"UM _ ____ WING SPEED �;, "O M,P,h WIND SPEED > 170 - P�li -_ - ("I I i;�w "T_`;;�Z _�;4_ - - - NED R05VAINto ,)b OR L !- I- - - 6;"- 1 6 1/4, 1 --!-"-S �33 TO go I . '. 1 1/2. 1 7 __I�n_ 1!! T 1, - 1. 7 I/I' 1/2- -;-IF:j - - 1 �145102�u__ I. I. TLE4_i , mmmiu ISAwn IFIMOTM An% rnR A CIVIFN UOUNTINO r-ONOtTION I YOP ru"j : 1h- 11. I I�Vxti, STUD 'F' OF. "'p-MIT `F ,KAU "FAW HEADER ANGLE TRACK "r. BOTTOM � 4=0- CL t - DIRECT WOW 46, 32, 32, '. -- - 65' 1. 1. __ 1,5'XIV Mo AK�j 33' 32^ - 32" 32" � 62* .". 38 . _ __ `F' TRACK - -'- W 32- 1. 42' 67' AD. 60, I wCb-ow T IRMY XWW&r�- __ 'w, �, ... �_.F� iFj__ 5'. - 1. I MWI-1 MR, S V 32- ,w . I 00 I D.M.,(�).O.__ @org --.--..-. __ +2/4 +I/4 3/4, 4/5, $/5 & 6/5 jWjS, �;/S, 3W/7 & 4W/7 : MAII-r ...... .... . - ANCHORS (tEE SO4EDULE ON 31 MAX SNECTS JI, 10 4,11) L _. L , - _ ___ __ . .-,-*- -'-- , MIN. _-�__ - r-1, MIN, � III __ ,L' '. 0 6 1 - --I- -I - r I- -I-- --l-, F -I , 'I -F--r- - -1 , -- T-T-'T-r-f-T- -T-r- - - 'I T --- - -I I � I . . � � :I ,� I . � .- I I - I I , , . I j�,-T/ � ,I , I ", ,� _ . I—. 1- 1-1 , 11 1'. ". '' - - ___ _. � I , 'J, .1 � 1-1-1 1, � -] � I � I I 6A.. ..... , -,- 1-1--.1- I—- .1-111-- � � I I __T__j] � - - __ - - , "... � - .... ... �' , 11 1 � I . I , ...- -,- i,11' /' I- . �, -, I -I' _-J,)P, ' 1-1 "I 1, �� . , i _I I' 7_LF_4__;I- � 1. AS � 9's. -/ § L-iol' O" I 11 � . �� , �,, I I i - , - - M.Sm" .1 UP I (SR SECTIONS AS E) � �� ". �� I � 11 I I 11 � I' " - 1 I ,,,�,,, � I I 1- J..."I"J", )I 9 � I �" � I I I � : ! �� - -, _� 1, I " ��,:,,11,,,"` 'I " I H I., ! ,,,, y I I , . - .� , - L - I .� I � � - -IL - 141 a A L .I,-.. I I t I I I I --...,I _1 11_ kX 02/4 4. 3/4, 4/5, 5/5 k 6/5 i. ND41 L*,'W//O, 2W/6, 3W/7 Ik 4W/7 - --.-ANCHORS, (UL Sr"CoULE ON WKEIS R. $I) klt�_ 11 EL M ELEVATION I N.Y.S. le Max. GAP I..", _-2.6 !�.__ (-- Noft . . I(,, Lll�L Wvollur&=., 1.101,11.1UNTWIVOM-00" "MO. (2) pwicewn'to Cmh4NE: kawvm PANEL LENtimm. GIVEN A POSRWE &S.D. OCM LOAD, OMRMW MAX" PANEL LENGTH 'L.' FROM SCHEDULL ONEN A NLOANAIC AMID. LENGTH "L� FROM SCHLEDULC FINAL MAXIMUM MNNUM DUMPED PANEL inim BETWEEN 'W AND %. (3) SEE SOMME BELOW FOR MR. PANEL LENGTH FOR POROSITY QUALIFICATION, - 00 ARE LIMITED TO * 15 PIXt MAX A.S.D. KSMN PRESSURE RAIINC ' 'L ' VfAf iq;piW,S_A, 10 ___ L A I I MR MAX, 4610. oc$m LOADS ow wv. PANIt LENGTHS FOR I , FLORIDA BUILDING CODE (Mon High Valoafty Hvr F ,..I- \.1"CirITIS!�",A�t cone Zonot) � * * , : - � ` - I -44167 ,. . am TLICCO. PC 24 CAGE GALVANICZED STEEL STORM PANEL DRINK By., I - i ':$�% * : I WE OF ' **- :_ , _:� � �� '1E �`_,;___ - /I 11LIE C 0 ---- �, OWBAL PROTECTION PRODUCM U.C.1 ".r- .,.I-— " " ;i� � �, RION .,.`&*.�- 0 /I ., * , /�/,Y'6-w , , AL.Ji2k!��_ 'w I WREV =,. ,,a,A,, "Re , - a 0S,= YMm tU4)M- T _ _2 _ I_ = _,_�11. . &&Vr_*�.- , M -, .- 20-117.5� . ___._____._ - __________.___ ---.--. _____ L _6ff1k,____, - REGUI 'AR., PANEL I 7. �_ - 7- 1, � _T'� STRUCTURES 'LL ... 11� . 1, 1 I 1. ---q;,1 ..... . I I—— 4 -.4 I ,, , . , �;y : ) 7�!�'77`i � SWAVION - - 1Y, � - ___�_ � � - _�, � L�" I � , . ��.' I � jL . WOOD ANCHORS � ,��. - 11 1 __.. - YO CLASS. - - i I I 4 .1 (S�a S HEDUILE ON ,.. I . . L I i�l � & I 1, �1� 0 11 1� 1/41-ANt, (SEE SCM ILE � 41ft3� IS.,. , �_ ,,, I . i , ". � .9 � 4) 1 " ' .. � , SHEET I 1) I , , I , I , OW HEAD 00kis I ON SHEET 3) �11 11, � , � � , It tpr 0't, �w1i: � ,,4.,r' �jl . . , � -1 I -, ,, - ,', .111, � 1-:-, __ +� ,'I .. ,�`, -, ,) I , � � i 1-1 �___vk______ .. � I "', __ __��, I R � � I ! , � 11 I :;,,/,; I / I , : LDM1%J 00 7-41 � , I : I ��, I _ , I __ . 11 V LAW �; , I - - , -,-,-", -1 � "'I u, LENGTH ''I , I , I I I I I— "I FAF&L I , 20 �,;' _.�,_.,�_ , � , ,(-,i ! WOOD ADM *006 ANCHORS , =11� I (SEE SCREDULC RCOUIRIC , �11 ., ", " 1� I , � iHECT'lij I*— :, �!� � r_'_ �,,��,,._O-�,_,, ,,, , , 111 , �� 'I jr��'-a 1.11-.1.1-11 !I FOR �, " i'�i � , � 1/4' 1 � ��_,j _� � ON SHEVI I I 1. iii, I S(6 SPACER 0 , ,a muo�c �� I- � MAX. IMAR 4 Z I �� i I " . - , )�,,, I gap, I , _1111 � � � -SPACER_ ! _6 OF v � -, �1 �, 1 , - i � LENDTH W MAX4 � - - H EPI � , �� p L ) , __ - . - - -1 i 000 �i. , � I � Cal l-, , : IN I , �', I 11 , Z_ � I I � I I � /I :; � / , , � REQU , �� I j I 1 " - I " " I i 1, - -__-- FEI� z � - __ , I , ; - 1. : 1��` % � , I I i� ;. I i I I , . __ - �1 I I " 0) t I--- 4 I i � ". � 1, I I 1, - I , ,,, � , �, " ' '-_L I " Ll*- III" � i I �: _0" Mo, ED ALUMINUM SPACERS 0 to 1/2' ; � , " ., , , ,� � � 1r*-RS111k14!"rTAE '.) � � I � %9;w;s i ANG-W � i 1, � I I NIK , �i ,� plic", AIETI _1A%4 __ (:D MAX4 � � TONS FOR I SCPA,RAhONI V i 1: � ,�, I" , � � i�l I I Ilr LONO IKECYZS� 1 � , V.. TO OWSI . 1,C46TH I PAREL� awtvi ry, PANEL I (SEE, I � , ", � � � � �SIF S"Elat. 1 ge"Louir � (SIEV $CNIEDUIC � � ON SHEET 3) 1 11 I � � " I I .PAHEI MAIL FINIALF 0 OR PANEL MATE I I ON SHEET 3) I J_ - � I ON %limt 11) I - - ---r L - __ :,��l i t i , ! � PLUS (SEE SCHEOVILE ON SHEET 11) I I �'111 I 1! 11 , � � � - . -� I I �_. - A_ .., � � ! i " 1� , , 14 .A:. 'I, I 1 mii,i. � , , ;i� ,, j :_ � - 9 I , � I , ,�.., I =11 PARAPON 0 2'x4" WOOC � , D'Miri SE IF . i I I " -.1.. - � � - rx"1114 __1 To GLASS. Ext"NO .S PLATE REOUIRED sCNmAE- - CLASS A - I I �, : _01, � I I SHEET 3) 1 � I � � r(SEf I DIRECT MOUNT W1 SPACER 6k I * - I--, 141 .- ��, - u I � I � AUERNOVE 2W' : I I - (D � � � - �* SCALE 3/8.0 � � I I . . W TABLE ON SHEET I FOR MA)L PAN" A, �, I ELNGTIlS I I SGE I 1- , �� . . . . . ft �� I � 0 12 t121, O.G., MW A- Z DESIGN LOADS POP Tr4 INSTAUUATION, "I,* t i Or � to " ,111 ,,�' ) � I I - __q§ IN- �� - �#_ � I : : � Eb F; I �_ 1 - �� : k�",��_ I 77 11 OX, _ ... __ - ,, - ,, �.. � I t � 1/2 1 �=, I I l f I �� ____ .... _____________ � . P I . 7 ! ! & 11 �---��-�, � i I . I . ! I ��_' -.Mtn* � � - ,, � ... ]" *ow Amoom * * fim* . __L____ I : � , - , I ' " L 1i - . . STAWARED W/ I .TOO , , I I 11 � I I I , SAACER @A MAY BE I 1/2- LOW V1. E� ' ' �11 ,____1.1___1_ I- - 41', � (SEE SCHEDULE ON � � i I � I �, , �1 I , - _________ i ,. � , , , . � 1; , � I (1) OWW"ANIM IS LAM 70 A ONE STOW SWU*404 " OW-0- '�' � I � � � 1 �j , I � , 2-x4- WqqD � -L t �' , ) , � , � -(a) *A= W AM LAW NNW MAE 19 A RES"WrIa" " ANY PLATt. KtWigm `��, j � I � �j U, _ Y,-CIOD ANC17 STUD I. "N' = .14IM&kv I I : "um LACE" ommmy "CA= am sim Ip. � � � , ,,, � I � �) I $1NOGICRED A VC,"t 11 Qll'� WOOD (2) ANCHORS Dow YM zr;= otom" PIPE W09ALL IV OR W-1 -10 ��.'��, I """I " PANEL VAX MAW " 1/4-0c, 11 om SmOvir ON ; , J REQUIRED 00 w At a I ,.", #5 .� , � , � � i, ` SHEET I 1) COMPUMMU'" coms a A w"w" OMNI it i/2, ". ARNIM ammito ON , � ��: , .. ; SHEET 0), �% � , I � ! � � I I � � . . I W wM=0101 (0) VAX, 24 OACE AVUL LVICITH 5 UJIDEDID 14-4 AM M" 11 � t � I : (THIS M A AMPRICTON FROM LAM PANEL LONOW AM)NED ON , ". _ ". �__ � - 1 -, GO wileam sroam PANEL 10414 is WALL MQUILITIN / DIRECT MOUNT I f SCHEDULE. Iaw 11). ". � I-) xwm,-.=,-��M%E cgz� ALTERInVE 2w I (4) I 1jr LOOK SPACER CM019W JoXA SNAU. K 4 WOIM 00 - " - " SCALE 3/0,w 12 ;a JOND VACER OA VS ONLY " fthumAMIX111"1110 i trup FOR AS Duum w A!"m W= I. WE vr:w THE 2m (70 win") or Not fLmm � � SCALE 3/9-1, FOR *NO I fKAU" *)BE I') =!T : "30AZAG I �_____ 10111.26� I "'eva"1101AN � - . I *4. L,�,...-�---.----�-,--.-.-------,,,-...- _ .... ... . � _ _ -, L _vk A T144 - - ------ ___,___._ t __ �-4,., *I=. le�v" - . .." N)AW *,.,. A�. '. "�& FLORIDA BUILDING CODE (Non High Voloal!y Hur cone Zeno)] NWMMIZ�_m N : I� INSTALLATION ARE ONLY VALID FOR VAX, &S,D. I :* No. 44167 '. _-�__ - WIG flouc, ft. � * 24 04E "LVANIZED STEEL STORM PANEL _w. DESIGN PRESSURE RATING (p.s.f) AND PAJ-NEL LENGTHS m *' t = MIAMI :*z TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (FXCM FOR It I * - , - COMBINED IN ANY WAY TO SUIT ANY ALTERNATE W) it . '] STATE OFE�, , ��S-m_-e I I L I E C 0 litic GLOBAL PROTECTION PRODUCM LI.C. "O'�'TE _ - _ -, Z INSTALLATION, 0 il . � 40M SO. 6, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD C01.1, IMME. n- 3w V_ p4b,& "Aff-Im, I'm (ON)M-M? 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPIECOC mittimim, ft Aw.1 " I I � - I �� H K��]_ I DENSITY OF 046 OR EOOAL. 11,14 - I It, -1. _.________________. ! IAi I I I 11 - town b w to -.--- - I I ________ .._.1__1 ___ -��---��--,----.----,.-,--,-----,-.�."��-.-,..-----.-.-,--,--,-,��,,� -------- I NOTES PAMn in: (0 M lvsubalmo-.�Ulk,AWMXWIX-G-e-AI4�W-1a 'ft 'i/4"It 7. STORM PANEL DOCUMENT CPE�D,) I -AS BEEN VCMFIED FOR CIOMPLIANCt IN ACCORDANCE - AiInM .*�� TAF`CON ANCHORS, AS MANUFACIURED BY 1.7 W 8U)LOEX, INC WIN THE 2020 (7th EDITON) OF THE FLORIDA BUILDING CODE THIS SFORM PANEL SHALL NOT BE INSTAU,ED AT HIGH - J14-10 PANOLMATE KMALLE 113 AND PAKELLIATE PLUS ANCHM, AS MANVFAMREO BY EIGO CONSTRUCTION PRODmm YELDLITY HURRICANE ZONES (MIA41-DADE / RROWARO COUNTIES) - 1/4-0 LAID SCREWS PER %1),-, DESIGN WING LOADS S"t 81 DETERMINED AS PER SECTION 1600 OF THE ADM MENTIONED (�M TO C WINO - 7/18'0 . 5/8' WOW BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. SOO & 'SPECIALTY CO. SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL RE INSITALLED, AND FOR I FACTOR otnCT= KO -OM, Mkoo AKE I- I 0 AND SHALL NO EXCEED THC MAXIMUM CXS,O.� DESIGN PRFSWFtC RATNOS INDICATED 'ON SHEM C, 4) MINIMUM THREADED PENCTRA71ON IWO WOW OF TAKON A%PHORS SHALL BE I I/V AND 2- FOR 110 PALIELMATE PLUS ). 0 THIEW 12 & 17, 10. AND I'MO.NKI PEMALt 10 ID LOADS GETERAMED PER WE �-10 SHALL BE FIRST R " � �01 510 E w AID t I q , 01 R R I III I � DESIGN PRESSURE RATINGS INDICATED 04 SHEETS S, 0 r4RU 12 & 17, III, PCINCIPAWN INTO S 1. UNILiEK, 10 VER ANCHORS ON'tHIS P,LD. AS TESTE1,0 WERE NOT OVER SIVICSSEO, A 43111 4NCR409 IN ALLOWARLk LOADS WA4 BW USED IN THEIR MAYSIS. FASTENERS V,ACING TO WOOD RAL BECN PETER100,1ED IN CA) MINIMUM fDGC DISTANCE OF LAc SCREWS. IWO WOOD SHALL BE AS INDICATED IN -,'Its DRAWINC ACCORDANCE WITH N.D.S. 7,1018 STORM PANEL'S ADEQUACY FOR OMPAO AM WING RMSTANCE HAS BEEN VMI`FE0 IN ACCORDANCE WITH SECTION U5419.1 2 OF C.4) MINIMUM PENETRATION OF WOW SUSHiNG SHALL RE 5/8' 114� 0-20 SCREWS USED SHALL ft 1 112� LONG MINIMUM THE ABOVE MENTIONED GODE AS PER AMERIM TEST LAB OF Mfril FLORIDA REPORTS 0814�01-01 AND 00215L02-09. AS SHOULD STUCCO CXJSY� AJ4O I" MINIMUM FOR WAI.LS WITH NO STUCCO PER SSTD t2-99 & kSTM E 330-02 STANDARDS, ANU A0AERK:AN TIVING LAS SOUTH FLORIDA REPORT J112L301- 10 AS PER tAS- 201 AND TA51-M PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE Wt SCCFON i4304 01 1HC C�5) IN CASE THAT PRECAST VOW, IIP PRECAST CONCRETE PANELs, STUCCO OR WOOD BWUs BE FOUND ON THE w;tm ROF410A BUILDING COVEL WALL. ANCHORS SHALL RE LONG EMOUG14 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS� ANC140RACE SHALL BE AS MPII IN C 1). C 2) At CA) 7 AU ALUMNOM EXTRUSIONS 10 04 000-16 ALLOY ANO 1EMPN (VI61% GTHEROV NOICO)I SEE SHEET 2 (D) ANCHORS SHAU, BE JNSILAJI�CG FIDELOVAND ALL Of THE NEVOMMIMATIONS AND SPEOtICAOCRIS OF THr AKHOR'$ MANUPACWALR� �J, ALL ALUMINUM MEET MCIAt USED AT r,IbSVFW,S SHALL HAVE JH)5-H14 ALLOY, a pmw MAY ALSO IRE INVALao 40NIZOWALLY rcuolitlhlp 1145TALLATION DETAILS SHOWN ON SEC310M I THMOVGN 6 IiSMECIS -4 1 k AU SYER SOIFET WEIAL PANELS SHALL MAK ST"TOAW, QUA01Y WEE. A31M A-05,1 GRADE 80 MINIMUM, C - GO qALVANIZEO TUROUGH tI) CXCEF1 MAT HEADERS Q & % SHALL ACT BE USED, Sim, aSILOAIRIN W/ry. $2.2 LAI (AFIVCP "LUD) 1J. 4 SHALL B( 114C RESPONSIBILITY Or THE CONTRACTOR TO VEFNFV tHE SOUNDNESS Of THE VRVMU WSCRE SHUTIER IS TO BE 5. A" SCREWS TO HE STAINUCSS ST111 -10. Ok ,116 AISI SERIES OR CORRMON RESISTANT COAICO CARBON STEEL AS P0 DIN DALT11ACH0 to INSURE PROPER ANCHORAGC THIS SHUTTER SHALL ONLY 89 ATTACHED TO CONCRETE BLOCK OR WOOD FRAME 111110%. 50()�BI_W/ 50 ),.I YIELU STRENGTH Mo 90 III, TENSILE STRENGTH AND SHALL COMPOr W/ fl�OPIDA VVIUDING CODE qCTION 24 )�4 10 EACH REGULAR STORM PAND WOU LENGTHS OI 90", AS PER SECTIONS 1. 2, 4. 5. 6 AND ALTERNATYES IW, 3W & 4W ON SHEETS 4. S, 6 a I RESPVCTKLY� SHALL HAVE A LECfW AND READILY VISIBLE MARKINO INSTRUCTING OWNER OR TENANT TO 6 BOLTS TO BE ASTU A- 107 GALVANIZED Vnil.� OR MI ,M4 SERIES T-AINLESS STEEL, WITIt 39 kiii MtMOVM VIEU) STRENGTH SECURE PANE LS WITH APPLICABLE RONrORCEMENT DURING Pr,RICDS Or HURRICANE WARNING 7 ANCHOR$ 10 WAU. SHALL HE AS FOUOWS; it. THE INVALIATION CONTRACTOR iS TO SCALICAULY ALL SHUTIER COMPONCIV F.UaM WHICH REMAIN IN CONIIINUIDUS CONTACT WOH (A) tQ_Q"_�ZAuLSZ0= If4' TAPICON ANCHORS AS MANUFAMPED BY I,T* OUR.0t,X. INC,, (VIA, OI,4192 P-1,) I� STORM VANEL INSTALLATION SHALL COMPLY W TH SPECS INOWAIED IN THIS DRAWING PLUS ANY BUILDING MCD ZIONA6 RECULANONS � ji4, 0 . 7/al t,AUc1k ANCHORS, AS MANUFACTURED By OLWAt,)` INC PqwO D On THE JVM�rffiCTION WHERE FERZ is APPUED 10, . s/4, " 4 3/4" SOLM-W ANCHORS. AS OPSTRIBUTEO BY ALt POINT SCRM, SUIT At SPECIALTY CO� (M, 4.30w P.S. r 1.1 (0) 114rS PACKGua CM.UAMION DOCUMENT (P.ED.) PREPARED Of THIS ENGINEER IS ONERIC AND DOES NOT PMONIO� 00ORMAtKilif ) ' #141-10 PANCUMAT FMA44 10 & PANCIMATC PLUS AWMORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCT$. FOR A SITE SPECIFC: PRWECI; i v, WHERE THE SJtE CONDIVIONS DEVIATE FROM TOE P E,01 $/*`# ,AMA, NA1UNr '"C"Oh%, AS MANUFACTURED BY OEWALS , INC- (b) CONTRACTOR TO RE RESPONSIBLE FOP THE SELrCTION, PURCHASE AND INSTALLATION INCLUDING UrC SAFM OF THIS PRODUCT 41) MINIMUM EMBEDMENT OF I PCON ANC41ORS INIO POURED CONCRETE SHALL BE 1 3/4*; 2' FOR EUCCI PANELMATE AND BASFD ON THIS P.EO PROVIDED HE/SNE DOES NOT "Alt FROM THE CONDITIONS DETAILED ON tia� MCUWENY. C014STRUCMN SAFETY AT SITE 15 THE CONIRACTOWS RESPONSIBILITY I ,1�4� FOR ZAMAC NALIN ANCHORS, k2) CAV.-V At SOUD-11T ANIGMORS SHALL RE CW%EOM 1/0' INTO THE POURED CONCRETE NO CURICOMEM IWO (c) THIS PROOLV VALUATION DOCUMENT WILL BE CONSIPER170 IWAUO IF MODIFIED Sft=0 SHAU BE PERMITTED. 4/+' 0-20 SCVf.VS USED SHAL,L BE I I/2" LONG MOONUM SHOULD VVCCO CXI.1, (4) $of, SPECIFIC PRCUCM� SIAAL� BE, PREPARED BY A FIORlOA RECISTERCU ENGINEER Oft ARCWTECI WHICH WILE BECOME THT� AND I' MINIMUM #OV WALLS WITH NO STUCCO, AND MAY BE HILADED iM OR MILE THREADED SCREWS W�O HEAD, ENGINEER OF RECORD (COR FOR THE P8GJCOT AND WHO WILA. BE RESPONSKOLE FOR THE &OINER w Wmi WING NUTS PROPER List or THE PX�D OF tMCORU, ACTIA6 At 0, OFLEVAItO ENOlNerR TO THE P�co ENcINF.ER, SHALL Suam" ,IO rm tArTEA 11,10. SITE SPfr4FW, CRAWINCS PON REMEW, A_�) N CASE THAT PFCCASI STONC, PRECAST WNCRr PANELS. PAYERS, StUCCO OR W061) BOARDS Of fOUND ON THE EX151ING WALL ON KDOR. AKHOK SWki OF tx% INOUGI� TO REACH THE M14 STRUCTURE 664ND SUCH PANELS (II) THIS P.E.D. 3KAU. " THE DATE ANTO ORIGINAL SEAL AND SIGNATURE Of THE PROFESSION& ANNO444E SHALL BE AS MENTIONED IN A 1) A140 IN A 2). ENGINCER OF RECORD THAI PREPARED IT (R] M-Uj5DW-S'QKWLAXgA-IC4'Lt'tWf'�9(3I 14- SHUTIER MANUFACTURER'S LABEL SHALL BE LOCATED ON A ACADILY VISIBLE LOCATION AT STORM PANEL SHILITTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA SLEEPING COEIC- ONE LABEL - 114* 0 TAPCDft ANCHORS AS MANUF,KIVRED BY I 1. W BVILDEX. INC. SHALL BE PLACED FOR EYICRY OPENING LAKUN13 TO COMPLY WITH SECTION I 709 9.3 OF ME - 1/4' 0 I 7/4' CAUK-fts ANCHORS� A% MANUFACTURED BY OF*AVT, INC, FLORIOA BUILDING CODE, - - 1/4'0 X J)14'.SOLID-SET ANCHORS, AS DIS11itiliVIETo Vf ALL, PnIN7 SCREW. $OLT & SPMftrY CO � "I : YO RANELMATE FEMALE to AND ORNIVILMATE PLUS ANCHOAS, AS MANUFAVURrD W FLUG CONSTRUCTION P-� 11901 . III 0 2AMAC NAIUN ANCHOR$, AS MANUFACTURED ft DIEWALT, INC A., ' . �I�eh 9.1) MIMMOO IMINCOMI10 OF TOWN ANCHORS� =0 PANCUAEMS ANO ZAMAC MUN ANCHOR, WTO YWHE �ah .. .� FLORI A BUILDING CODE (140h High voical Nur lCano ZOM4 O' " � L' I BLOCK UNIT SHAiL,. Be I 1/4 " � . A two mWO, *K, 'A. V�?) CALN-IN At SOLVD-SE7 AKNORS SHALL K EMBEDDED 7/a' INTQ� FHE CONCRETE 84=i( UNIT, No 44 7 � I 24 GAGE GALtiANINLED STEEL STORM PANEL IOWA% a, MINIMUM "GULDf STUCCO SHALL BE PERMITTED 1/4' �20 SCREWS USED SHALL BE I 1/2' LONG jgjg� * I - ' - - /0/" AND I' UMIMLJM FOR WALLS WITH NO STUCCO. z ' . I STATE IILIECO,,, GLOBAL PROTECTION PAODUCM LI.C. - f � - /,? -q-*'--,, S ,5%, - Dix ILI) IN CASE THAI PRECAST STONE- 00 PRErASr CONICPETF PAN", STUCCO Or, WOOD GOAMS 13E rOU k 0 ... , 4uDT_V %u Itinwo a va C *.1 A, 3"w ... 1 . ft"r, I JUOI. 2O_t75 "ISYND WALL. ANCHORS SHALE BE LM40 ENOUGH TO REACH THE MAIN STRUCIUfw. IMILHIN10 SSUCH PH , I �" .... V� - ....... - PKQ - (_�..& - Ipax)m�m I ANCHORAGE SMAU BE AS MENTIONED IN 0 1) 0140 9N 8.2) 11.1 - - - -ok-'=611. MEI_�_ I NjU+L%L%Y`-E 9.LIACM1M/0AIE I J" I I , I 4�_: % A I L)L _.,_____________,._ - I I __ ____ --.,---------- INSIALLABON POURED DETAILS E03EGULAR EAN CONCRETE 08 CONCRETE 0 CK -----------. ' INTO f D CONCRETE 41STINCI POURED CONCRETE ERUOURE$ �__MCPCRM RM BLOO � CONCRETE BLOCK �,��! , RECIU4.0 ../, I,,I, REQUIRED, I , CONCRETE ANCHORS I CONCRETE ANCHORS - 1;,��, a ON I IS" scm9ouam Nm to) � '(9) ,,, , , 1, n - , r", . (StE SCHEDULE ON ' ' ��,j� SHEETS, 9 TIK�ROVGH to) I ,�__ 20 MSPNO POURED = OR � � ,.It 5� __ _._ -111 I 11" , ox, ;- ------ -03 _ V, - � gi �,...., I i� 0/4- A%E'-- 1 ;, '.�AIIINI __.__,__ I I CONCRETE ANCHORS ,, mc, -1 "' - - ,! ; x? 1 L�'6'� ��,,,e, I ,�', ", � ��% �, " 11 I "N � (SEE SNCDUIX ON _ T "I.", ciI � , , I E.) , I � SHECIS o IHwvGH r I � � ,,,,I,,�� . ".,..". '.." I �� . 1 1 I 1 r, I Nu I 1 � , I � I - I �, I I Z1, � I i ED,' � Eq i I 11 11.11 I, I, I, Im I, 22, , 22, , 22, , 22, , I ... I ,a) �� : IV I I - 1) � C� I I A I � .1. � �t �11*' i `/ �, I _ml 11-0 _�,,,,, _ 1. 1111 1-111ifill, - J I � �� j1-",),!Qj�6 L ; A, - . �"/..Iw z_ - . ,up -V F_ r, - VUM it "!,.- SEPARATION . ,�`<�`, """i 11, � . . . ..... !I " r- 0, 4"� ;�, 1�,�, I i 1 I � SEPARATION .- , to GUAI 'I�L . "': � (Im K0 04 9, �, UNPIN " .4� %, uam� , If 11.1 I I., 11 11 To GLASS� I M11=111.1 11 (SEE %04001, � ifti-s", ,',,� �, I 11 . . . . . I I'll ... . I I I I � =6- "":,."'u"� , � PAN6 LENV'11-1 4 ON SpErt "I r ; T I III, N � V Max. i ; (%I. 504EDULt I i IN SHEET 3) CONCRETE ANCHORS L__ - - I - � _j � 4�, __ :==-A.- � � � ' � I II i � a I 1. ; :0- ... � I V Max. is. PAWL LENGTH -I (Sm SCHCOULE (SEE WHEDULE It PANEL LENGTH - I ISM SCHEDULE I (SEE SCHEDULE ON ', I SHEETS 9 r H Rw�= 14 10 I ! _0 9 ; # i ON SHEET 3) 1_ 04 SIRItY 3) - -.,L,-- - ON SHEET 3) r �. =_._,r:.:, ... - 1 : I , . "I'll, �, � , � '� - , ��;,�, , � ,� , , , , , , ,� I v , 66X 1 or *L 9 . ,, ,�� I " j =9 i : I � STI� M. I i � , ,i;, " - " 1; ,;�,. �� , , ��.' "' �� ... rr , a - ,.; Mal' . � I son " OF V i � I I I r q) � � F � �: , � � _ � 6 .. �, ... ,� ,;;, ,,, ,I ,:� ", Do, � ?Y,,,.i's�, I�,�,�,,�',,�,,� , I MAX, . I I � �,. , � I � i iL, " I'v I � I I"... r ,I ,,", A ��L!A'%� � i : ��"",r, 1�,'�y;j�,�;j ',",1.V,; I 11 - ", , i I 1, C,D �,�gm �'_�;r � � EO. �Ii� � Z, I CC" I j I � I ", _ I I 11 11.117 . I 9��.,,,4 - ,� I— "I 11.11 A � " , � �"',; " 1; , , , , � �,`,,,M I . � i EXISTING Poistim-, "" � I I � - , � � ,�I�� I '__1 1w � � ./�, - - __ �;`e-,,�; , i 1 - � W �, I 1� .., a CONCRETE OR ,A O.0 " 4 � ", " I .., . io I I - I ( AS APPI .1-11 r ; i , 0� - � - _1 --- 00 "l, ww wrX ISHN, �' . mwu rtx 6:141ron &S, " W/ xxx CONCRETE BLOCK , ., I " , , REQUIRED. '44 I-+-. , AN CON k .... .. .. 11,1�%, I � ( S HEDI, ULE '�, ,,, , I : ') I - I I - .... . .. I , _i._L,�_ I,. _ml. . , I I 1;1 I Ir Q.C, ' f ,_ ". - I... .+ . , . ", I - ,,',,I 9 TH HID "', ,'I I", : " " I �, "' , ' I ,� �o-c-n- , " N - � T �,,',` ` mi.,, - _/ , � .." , . - I ,", '_ 40 ,, "'"' � . �; �� W Y ,,, . & -IN W1 POURED CONCRETE ;,Tt � AM USED 1 L 11 PANEUAI W 1,CKM mm RI 41TANNUIC CONCRMr� ISTING POURED CONCRETE I CONCRETE ANCHORS _� ABC USED, REQUIRED. AK140M CONCRETE BLOCK REQUIRED. Stmmato W/ ST06 t1'wHOULE ON m1`9 THROUGH 10� (SEE SCHEDULE ON S1401.75 0 THROUGH to) 11tan-cul OpUNTING lw�g,j WALL -MOUNTING SECTION 2 SCALE 3/8-1- W%,; x,ij,iOU1111(fro"', # t� � � Tit 00"', '11-1--, 4 ..... ��..,, . 'P M."I EN .. . FLORI BUILDING- CODE �Nbn Nlgh Velocity Nu cane zono)] F-D. - EDGE DISTANCE m9L1Q&_wm6NAnQN._QE_qm1m: I .1 - = * I 0.44167 " , .k. * ,*= a . .- - L I - i -.5% STATE 01�- . mn 111,000, - 24 GAGE GALVANIZED STEEL STORM PANEL 11LIEC01mic GLOBAL PROTECTION PRODUCTS, LLC. � Fl- am" mr�. ' um (SEE SCHEDULE ON SHEM 9 & 10) TOP AC BOTTOM MOUNTINGS CAN BE COM61INED IN ANY WAY TO SUIT ANY _ - _._._---- . - !I, w". ItORMI.."', It .. - Ro i ROD 44WIR!'t V14 m 20-175 INSTALLATION. �Ii> V3 ANOW-- (04)01151-160. FOX, (�)M-11M 11A. .... - - I 11 IR ' - ,x - �q CA-0001,11 0 � : m ft. - � Nj,%0A?70WW1DATt !M vu __ J.. I ,4, 1, � _I_. , a , tip to I.-----. ___ __ 1_________1._ - _ --,-----" LLATI N UJAILS FOR REGULA INSTA LUA PAtjEL (1). INTO WOOD 1 -77111111,�_,__, � , " . I , I, . r f ALTERNATE LEG 4*.B, ( EXISTM � '. , "� I.) , .1 '! I ,� - - , " I � - � �r I .. I - 10CATION ,- - = il,w , 'I �I I I � � : , , ; 7 � iii .� I BEAM IRIED, � , " �, " � , � / ADEQUACY OF EXISTING WOOO � � � - l�� BEAM TO BE CERTIFIED BY .-Ag 1'�"rro � . I. ,�� I mawmv LWINEW" U"` I I ". 1� "? 0 ,,� " 2=151PRIOR , I , , , ) ,�,, %141 " �" "' ' I:,� , I " I , ,,, � - -- -- -` � ,I -n I' kkr,� - " ,4013=ms RIS 11 r:' �-- �'� J!, C ALTSNAIC WOW ANCRO, , ULF ON (SEE SC44MLE ON � � : 10= VIS" M., / / ,� :1 I ,rrr - __A SHEET 11) SHEET I 1) 11 �_ � to-4-m-, � � �,-ml: %,N 04 A/ " � *1 " a� 1-i ` 1, I . 1 N 1/2' , � -, T I �1' �, � I I 0. ;� w EH/ . � t 1/4' 1 , , I . "I ... � . 4- . - r- .1 ____ __ 4 REQUIRED - - ... I " =4 08 , 1 w e a 1/4. O.Co I ; ! WOOD ANCKO I ' , , � I2; ; i : ! I (SCE SC14EDULOLES 661- �' ' I, %, I I` ! I I I 'm MI,, I I � Sgm 11) :11 , � 1 1 .. 1 j-* , is(PARAPOIN TO I - ( �" - � 11� i C9 i 'I) -4 0 , , I I � I I � 111*1;a�o � wig, SOPARATION TO CLASS, � I N ert 3) 11 i /4'20,1' I 10 30 ' !I 0, � , -, �1_ : (IKE SCHEDULE ON SHEET 3) V MAX I'll M=1`1-1 I , I, �Ss- vain -, -0 PAW U1.01 I J� 71� - _ , ,, - . 0�, .- I r ? , �Nr= (SEE SCHEDULE I I - v MAX, __ I I �- PANEL LENGTH I O'l umm Man Y-n ON SHEET 3) 1 � -I"--- __ -, - ___ _I� (SEE SCHEDULE =19 1 #1 - - - -- -1 V ___10��___ __ _11 1-1 . ON SHEET 3) I , ; I ,�� I � -�,12jIi � _ 1�11__,A,L_ _1_111� : :�j' I cl) I I - '' i 5OX 1 11 -.,.Cl OF % I I I ! � I �y I ) ; I __ LV "I", � 0 � 1 7II7 ,. � I � I C4> - - I, , I JG � j ,L a �2 1/2" O.C. � . �Z _1 I'll , I __ � J_1_11 - 1 4 ?� - , ,',I � I /11, I I F,41;1 � I . . NO FtNISHII rQ ! I I ��:Z - ".".. _ L � : '1""`_R"` ALLOWED It i I � Ep ". .��,` " f i I - - - __ IT- - _ -1 _ - _�_ ;, WT �1-1* -0c. I I I 1!11�_._ I �, 11 �, 4 � I. I I � �- , !I--. --- 11 I- - � � � � �L � � if I .. I ;___'r_. ---iL ----------- zw. WOOD 2'.4'WOWD PLATE , � , I 11 , � , .r j . - , .... " , 1�._ __ ___i�.._ DECK REQUIRED .1� I '� ' A S REQUIRED '.I �,� _Q 1. :, � -, � j � 1, �!I 7, � , , SANGHO WOW ANCHORS Ir , . I SEW I CHEOULE ON ON , '. , , ,... I I I i , � , CHEOIJLE � , '� SHEET 11) It's � " � , . , � , , � 111:: 1_1=,Z:Z,,��_, � I ..=_:Z,,��, , In, I 1) 111'_-L.., � � � � �, , f] - - , �, , _', _ , - Ail,,, I � --- j � 'I 2 ---- 4 � I-) �.�� ___ " CEILING AND FLQOR MOUNTING 13UILD-OUT MOUNTING ALURNATIVE JW ALTERNATIYE 4W ,VALE VIL-1- SEMI 3/a-l- ,0%VAUftjN, - / -y , _*, % 0* 14/ . ,�p��:.�'. ; , h ... ,,, V- � '. \�OEN;' �14 - 0 - NE R, .* glam"AllabLix-Malm.. 1 .-" NO, 44187 "� FLORIDA BUILDING CODE (Non High Velocity Nu cano Zone) 1. INSTALLATION ARE ONLY VAUD FOR MAX, A,,S,D :, *: . I ' �Sl QM TKIECA. INC, O.P. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p,%,f) AND PANEL LENGTHS '%� J*.. 24 GAGE GALVANIZED STEEL STORM PANEL VALM W, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 , - 6 WE OF ...-C, I I - INSTALLATION, 2� FOR NEV WOOD FRAME CONSTRUCTIONi WOOD -1, 0, * ", 0 . - - _��-- ""I'm* MEMBERS 10 BE SOUTHERN PINE No 2 W/ SPECIFIC %.-- .� .... GLOBAL PROTECTIION PRODUCT% LLC. w . � 1. / 11LIECOm-, NIL "101, �, DENSITY OF 0�56 OR EQUAL. . , I = . , - ! $4, 20 ai:�, FM'")40-1017 -175 111411 11 , - w� �_.. - 1:10 .I � pr, �/imomxwuw/mix 11 . N� R -1 k, i V . $Nvn,� a is _.___ . t ,__ I i .--. ------ ,I I I I _11--0 (D a) = Cn -0 --ffi > 2 a) = ' -.1., 0 =3 -p 2 0) c:� c C - CD Cu m 0 -0 a) -I.- a- Cn ai .- a) -0 0 0 -a .0 C ' 0 .- " (D Cu C 0 - .#4 Fu "_ 0 I CU > . u) Cn -, w E � cp -#-gI, 2 (:�_ F= Cl) m ,O.- CIO Ilt-0 0�. �_ ..0 a . - U) < 1A A44 A =� 4" I _/ " C= " 1 - co I/ -9 = 9- = .� " , Clq . cm >4 cc z LA. a- 0- .- 61) C= - C-4 = -CIC in -m C= EZ - - z0C 31: CU, w . .= GO = > a) _= = Clif = "CC 3: m ED; = . " Cp = Ili Co r_ = = i;- .!! :S, a= E 0 u - co - = U) (D C: co 0 0 " L. :3 Lu 2 < z z _j CL 40 (1) (1) _= U) m > 0 L_ CL 0- < -6-0 0 = _0 0 L_ CL 0) Cl) m m __ 1-1 64-y" - �, """"B""""' __ ____T__ ____`P`P"""""""""� I � ----------- - SHEET NO. SH 1 3I _ ____ ____ - -----,--- END QLM F R INSTALLATION IN POU EQ CQNQRETE. 'CONCRETE BLOCK OR WOQD SIRUCTURE : YAUD EQR BEGULAR, Ll E SAFETY & E Z HANG -MRM FAMEL 0) SYSTEM --- - : f� K � __ _ 4�1` -, 1 -4,,(�) (9 Q OR , =%Rm '02, co 2'. Y ',-' _', 00 003, 3105 "-I- OR I 2"i.1 w000 now " I 1 ..�� ,m_" , - , v MpP`_1 C4) & V 1 REQUIRED ALLOY !�Ow AW161; �. ' � I I. " -, "" , 11 � , I "' ANME WIN �,.Z" . - ", , ". , ;/2- , , TA -CON 0 ,2"*C�X! , - . " I, i 01 I - -2 , V_ � ... "WNW CONCRETE, cc X - " M., " ,'I I ` I BLOC. OR 21W woocia I . 1 1/4,0 . TAP. "". , "I ` " =&W= >F? - ., ", � v 1/2w �,� FICOVIRW ANCHIcif 12* .111 &_ A. .1 �_� 11 4 ig;Pgao . , I I / IL - - -C2,,, OR(b ",, 14hr- I , I ___\11QF PANO 'L, I '�,� I "I � _ / 1�1 " 014 , ,� � �',' , &22444 � , m I 11 'I , �� , ,,� I k 11 - (,l �- , � �� i=444 10 \__/ I . I .... "I li,A-1111Z'1'11�11111 I cv? MAND, , � I �'�' 4 W. 1 31. 1111 I _1 7t; �_/ . t , I 01,111 - � 1ALTERNATIC LW LOCAPOR �t� � j � 7�rj' ; "r - , 4 2: � 2' � o3a: j - ,� g � ,2 o1r, �4. ". 11A%S � : t. e 1.9 , j) . ,11 1 14- 1 Aw. MOLT DR 1 �4 4,4 OW . 6 T I � METAL"I'm Iw* , ",ACT � - I , I� I ,� , - IWI A1.7114 = (1, ", 1;015��., J, I K TIP � RWUIRM I � I - �, 2 1/2* 1) i I '-\ , b [ x 1� sm-10 AIUN j � - 2 - I '�, / A ANCLE CORT, AIDA AN 19= - / . I ,, cAP 11----/ 1/4, 0 wq f 4, . 4' 072, . 12* 04-' 4,05-h,. OR 6063-ro ALL'ov W/Am:~ C.M. AA� MOLE . C-A5E A (PLAN) CASE 0 (ELW QASE Q (P. SCALE 1/4'.1, SCALE 1/41-1* SCALL 1/4'.1- SCAUE 1/4--l- � .k� .1 V - %QUID -my OR CAA�h , ,�, .�,� an 100 PA4OJAm , . -1 , - , POURED CONIAL E, ,.W.W � FERAL, 0) N,,k - - 'O . go TRIM At AND "" I I PAPPEtfiffar I..%x �, POLIKE4 C0,10NEN, "*,,,, 4,�3) .4 OR "'U.8'r , ", I somw 0 - (MIN� PANEL . C LN _� VAR S v%.A";mZw.b �� W;F�,_ . 10 * A 1) - I � i3O CONCRET .. w IF I � "I FRAME �0 . 1),I i I [ OVERLAP BEYOND . ", 4;�;Soo , , ill., I � , , ! OPENING WIDTH) , ,"L000 00"CAM, COWNElf: �""', ,, ,,, , , - I )111 I mmmrm�!E4�Lan. ,� ,, 7M�, Ko, . , I i "' OR , w "OO FRAW ".1, 1\1 , F " REQUIRED , I �' le �, �� , I , � li�,� � i ' _1K, P ,� / , - -,-,, � I)m I " #-----(I, (:t OR($ �, I w4w:R000 mw k I -4 , 2nM.�`A,l "I �11`11: 'I � ,,, ci� / � VARIES I I I FLANCES PAPAUM. to , i � ft mm, I 0 pmw ' N i - Fir) i 9 - 0.0, DISTANCE I 17_� 1 i N4 \, - cf� ./ � �. - ,, I \ /_ 1�. � , �__ - I - 111.1 I - - - 1--.., - -- I -a' '1006041 ... _1 � zr.;.- ;r ,� 4, CASE G (ELAN) 1\ = 0 46 ok A rk, ry / \\ / .1. . &.. � ...... 0 b. $C&E I/4'.1' \�_, * / -L "" . - ' VAUD FOR DIFIECT MOUNT INSTALLATION ONLY & ___/ wor *,�\�-EN,q F I � N ,,',.! I 1A . * , CERTIFIED PANEL INST&LATION AT WALLS W/ �. . 11 3 . No. 44167 %. I .SURFACE LEVEL VARIATIONS WITHIN 3/4- : 2 * , x ; * :*f . . FLORIDA BUILDING CODE (Won High Velocity Nu carts Zone) . *'W' "�"" T� CASE E (PLANI CASE E (E ,73,.-. 5 TATE OF 24 CAGE GALVANIZED STEEL STORM PANEL . SCALE 1/4--l' SCAU 1/4".1, x1?k':---1`kOqI01, OPIANI"w. "AY - \ ts - � - - , Altau "",-,"s , GL08AL PROTECTION PRODUCTS. LLC. in "i - _-_!.,� /5 rE " ��11 L C 0 ING. � PAX lorm I I -1- - 6. 5vw - 1`r18�_"1_!`7- - 6+)0INI PAXA 0., �' 4w.) - , - , _10F.W , n IF," -, M, Maio 20-175 ;y_A11 11 - .1.10.) _.Np P"m " 1 - - - �� 1.111, - 11 m�wm . 'r aimlvanufmAwit - CA-0600719 V "I'll . . I I Z � I � I . -4 .ZMA 11114 .W. I i _.___....__ --.-- I (VAUD ONLY FOR PANEL (DINSTA"TIONS AS PER ALTERNATIVES 1W THRU 4w, ON SHEETS 6 & 7) WK &$X, kWIMUM ANCHORS SPACING POR CO. - As SFICNIN ON SHEETS 0 At I - APPLICABLE W0,MVIN DESIGN 70 ALTERNATNES AMIL IAPCON LAG SCREW PANIELMATE PANUMATC WOOD WSHNG PRESSURE RAIINK� CIM& ANY GINW)DIN LENGTH v (P-0.0 FEMALE ID PLUS OF THEM In) 13' Ir 13* 13, 13, - Iw FOR) - -;-3;--- -, - TF -, - - --if- Is- :iw (BOTTOM) __L3- 4 i/2- ---- i _11C ___i__i7i�__-_ _--i-1/2' 4 1/1*-- - Tw-w),- - ., - __ 6 1/4' _.- ___ 12 1/2- 1 Y�__ ?!_LRT�i_ 5'_11' ___ _ a' ______,___ '. ____________ '. - 3W (TOP) __ OR LESS ,___�L__ __ _ . 8;____,__8;___ - =:_ ri� - - - - - - 3. _( .-, -----8:__ _ . W 13, Is- ,w I'Vi - I 1 +45. - __14�____ 1 r - __.!!�_____. 13' - .- 13, __ 13, 13" _ - (..)I R&-45 0 LESS 13, W 13* 41 1/2, I* (top) - Ir wr __ 13, _-T 1 37" .- w 1w imunw) .--- i 11r__ ___ ., _z_____ i �/2 - zl- a Iii ___6.w_ 2�.M�:__ 11, I - - - 6 1/4' 12 0 114- IM-k- ,-O' 113 4 I '. .- _1 6 1/2' __ _1121_ a 1/2' _ I 1 � �DP) TO W-0 - , I "I 1, __ _ I "y!,._____._.1:____ - - ----, - 3w omml _7 - , . , . , . , . I __ 2_:t,K__. ._.r11_ 12, - ,F 1�jl�jfjj�j'1'111 -_ . __ ". ,,, __.jn.,__ Is' ._ ___ . 13' -,-"--,- . I 01 �i�� " -...- AV) ISOTTOM) I ISEE TABLE 01 FOR MAK A,S.D. DESIGN LOAM & MAX. PANEL LM'tHS W04_S4_6ji_w1i_ I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1 MAX. AIS.O� MWMQIA ANCHORS SPACING FOR ED, - AS SHEMIN ON SHEEIS; 6 & 7 I MAXIMUM DESIGN =L FAR .a. PRESSURE RATIN40 7000N L40 SCREW PANtLMA'M PANELMATt WOOD OMING AZ f,,, 'L i ip.8,0 FEMALE 10 PLUS OF THEN �flj Ir 13, -1.1 13* - 1W m 13, 13, __13, ur _Ir Ir 1. Iw (Dmicw) - , "n. - a 112, a 1/2' 6 i/21 6 1/2- . 2W 11 v0p) __ 1 - ____ - - 6 1/4' t2 1/2' 6 1/4, 2W (fam.) 5�0" 7 112' _j;._._,__ ' - a' _j�_ � -- - Or - 1 - - 3w (w) OR LESS ____ __ 1. ---.--- ____ - -_ 3W MOITOM) ___j_ I,oF- __ a, ... _____.___.._ __.- ------ -_ _________ Z� --- _ ___ W -,.--..--. __ -, >+43. -45 13* _--ji: - , . 13" _115 ___ 137 ______!��__ Is, __L ___!I1Pn_1 13, " (BOTTOM) I IQ +7b, -75 - 13' is, __w - ly __ _ IO1__. itm) 13' I 3r" I r 6 1�4- I I W W* _ X11,_ �3�_ 1/2' _- --- 4 1/2* 6 1/2- 6 1�2 :__ _ - 2* ITOP� ___! - _,_!I - ,:-----------TTi�z---- .- -- _ , ___ _ 2w (ROTI..) >b.-v _.___._____________ 1. 1 1/2- --i2-i4?L.�.,�---�,�zt,^��-.��--,-. 7 jp� . S* 10 ?,-v __.1_,v_2"__ ." - Iz- i-E - _ "". - ,� "' -, - - - -__ ______ -.-- �, .vtw) r iw lvco�) 1-1 --lil....1-1- 1 . lr-. ._1__X1_:'__ . !�* I _,:_ i3 - � 1 2. , ,.-.. , � I " , _ is* _ Ii1HS_. � a - __ __R --I - SEE TABLE #1 FOR MAk ALS.D. DESIGN LOADS & MM PANEL LENMS iIIHEN SPRER IS USED, CORRESPONDING ONLY TO ALTERNATE 2V ON . SHEET 6 - I TABLE At A I JILSID. OEM I= MAXIMUM PANIM LENqrH 40 PSF OR LESS 61_0� > 40 PSF TO 50 PSF 61-2 1 > 50 PSI, To 60 PSF 5,- I 0" I A MAX� PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS `N/ PAIIII, MATE 0 OR PANEL MATE PLUS ",Oj�, & W/ r�.P4IIXHt�,#4& 1/2� O.C. LZ C-i� - .� ., - INSTALLAIJON QUAILS INTO POUREP ONCRETE , W.&W, EQR LIFE SAEM P NEL (i) OR CONCREJE &Q0 518WOURES 1*0 TAPCM Z... -1 , " I �1- 'I - '111 I e I I CONCRETE 0101 RIOUNRIER. , �_ 02 IN .__0v1_ , , _ "t , / � , 4 -/11 ""I. I � ____ . ... .. �A " - 112 � . - f "" . 0 :,", I �, ; a ,,, "' ","', � � I ?�, ri, 1 I i _61) � I "I. I ,ana�,, 0 :1 ". �.4 , ` � I �,o� . 11, � � 11 I " ite, Im 'Nio I "I"'im 00", 1-4") , I I I I .,� wic . I .. .1.. 11 I - -4- � � PANEL LEW14 (SEX ELEVATION 1. No,. I i ON SHEET 12) - . .,�', -,,,,�":�',,f,,,�,�,�,,�/;"", I "", I ._,.,"�,,,�,.�' " "14, :1,,,� ,� 1 lel�l . -Cl) wit - ,',.,!� � ; "-��"'j j ,�. EXISING F%90; "" �'��,,`,'�,� ,, �� , 11 2"Ne-uzoo. � - U . $kEavan , ,,?' I 6 V2W U m -la-, ,, - - _ - I - i I - 1/4-0 PANIAW.' " WMALS ANCHOR 0 12 1/?7O.-C. 0 Sim WICIS is IN to MR APiCWbRit Tim at VA" FOR OMN"10" INTO Wow FRANK IMIUM" mi*N 490" P%CkNOS AND ViNIPLAL fW DWANOL AIR 140"IM ON THIS SCHIOL111. MR LO LW THAN INOCARD ON VKHOLU RIM" ANCHOF! SPAOM BY WLALIKVING SPACING SHOPIN ON SCHIMLI By THE FOUJDWM FAMM MR THIS OPIPATIOR TO BE POILS""� AM)CED SPACM OINTAWED USING PACIOR SHIA& NOT K LESS THAI ww"m V-cwc OwAm PON MR 44cam TYPE 04 THIN SCHMUUL ____ "", - ANCHOR TW I iAloW- -4�1 Min" Aw" woom (INJ 3 3 . r - = ,4. W) o%, A a 3 qz = r 0. ,;;; 0') ABRIAL UK mw FROM - ____ � 11!�___. ___ ,, ,_ QJ% 1. 4 112, ______ - ... � __ ii, a' 11-1- I _ , .. . ii6 11 I I S ,L:� - : . ; I tv- =K1101111-P , CONCRETE 11I.0011 1110040. 1/4-,* PAWMMIT, ANCHOR COMNO) A&4�4�110S I 3111.1 _ __ - ! i ; � 1 1 � i (f) � ; [, I. 110�h%l' 1 1 �,fz , , z"A'VZO �, I ).1 � il I I I � ,� I I ! . L . Mo. � � ,,, - , 6* PANEL LENGTH p--ri, , - I- I- I- � (or.NtEsHmy 12) 1 � � �% 41 -1 I � I__T I i I i . (i) . I 1 1 6- ! � .,�& � ,�,,� , , - _0 � I L t__j � I rl;_ 1 � ,�_ ,fl. .11''. 11--.11A I MmW&L ____.___ .---.--�----,----,-.--�--------"-,-,---,---",- I - I I ieSd2o D RESSU E UMHra (1a.m.f.) A I'll NQ MQ SCHEDULE EM_REQWA& UQRM EANEL fi) INSTALLATIONS INIQ J;QN 51RUMBES (V&tO ONLY FOR RANELO INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 4 5) um, A�S,D. DESIGN PRESSURE RATING (P,.,f.) MAXIMUM ANCHORS SPACING KQ MIN CO. PER SCHEDULE W.- T - APPLICABLE To SECYIONS . i. MAXIMUM PAWL LENGTH ., (ft.) MAX, A.S.0 DESIGN PRESSURE RATING (P,..r.) MAMUM 44CHM SPACING FOR MIN ". PER SCHEDOU BELPIN * ;= . IFF, "_*.`W"_,*W - 'm-, LENMH v (it) _ I ___ PANELMATE TENALE . I FLUS PLUS ZAMAC-NAJUN , CALK -IN TAKON SOLID-W PANUUWAfTE Pw FEMALE ID r I PANELMATEE PLUS ZAPPING -NAJUIN - CALK -IN 10 Oam"m $0 = " " =' _m 3k To WIN= �& To - 99ak- 10 .Tkl COMBINATION OF THENI ,,&, to _.w . 10 =Amm a a." NO "I'M To O`w1w 10 To 2k " " Az M." .. I I +45. -All OR LESS 1* I3!i__L3�___i�:___Ir Ir 13, Ir 13, 15" 1 (Yap) w-ir _11 4 +48-45 TO 455, -40 Ir Is*- Is* I:r 7 ". 13? 13, Ir 13" - 13" 11 1/2' 1 ITOP) 61 _w ON - I _!r_ ,,, 1�i_ Y_ Ir =- __ IF- it. :- � IF . 1��.. _Ir- , - , -1 IV 13' 1r_ 13, � .___. or _. - .iir- __ I- 1s, 11 Is- - _Wd r13* ,s�_, _i3� _. I _ T11. , i Ir . is. �� ,/" Ktni __II: ---- , Ar 1. 11;. .1. ______�,_ ."T , Ir i'VA'. Ir uy��--7FWF ___ 11-1 I�L_ IV 2r - _-.1-- - .Y1.11 . _�F, � .. ir i fA�, Ir ___ __ML t3l --!-3:.-.,. K'�Lif _t� - '. 1 .... . ... � I 'n.11 .... 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I _11-1 r 3; _ iAi_ I' -i-i-W 1; 1/2 6 174. 11 . - 19 1/2,110 19 1/2110 EETT,TT I - - 7 1/2 -1 60i IQ 1/2 - ±1m 5 1/2- Ilr 1/2, I - � , _ 0 1/2 �Tii_ 7 1/� - - - �__ I " _- 1� - , '/' I, I/e �_ - - 13' -IIr - Is- - 5 4*1B .I�L i-1/2: 7 I7i4__--,i,Cia6w) i I .__�4: 0 1/4-16 - 4 1/2* TT�21 6 I/r:3 - - _�/!� �: I_t.2_/�_'F,g20!_., 1/4-10 2 (TOP) 2 (00170m) CTOR) OCTT�1) �� L _ 'L 4 (TOP) (001`1[�!)l -Ir " " r -73 - --1-0:,_ Ir ____ to- � -.7- TT/57 2 (SWIDIJ) IF- 71.� 5. I-,- __ 37 - IF to, ir to' _11L it' . 1. �,79_ ___ ir _ 6 Ilr 3 000) _7 "" -_ 1/2,12 112, a v * 6 1/4, 12 1/2-r 5-iii� ---- _ __ 6 11C 6 t/4- - 3 (BOTTOM) P I/r 3- 1. _F_ - 4- a' 0 1 1/2- 3 1/2- 6 1/2- 3- 4 (TOP) V-, .. I I !�%, i��_ __ ,- L?P�_Y_J_!3L. 11-11r''. -a;-- 43' J I. is, a- IS, I as, - to' ` " ±- a- ir 1, I r _-, __ IW to' F-F - Z I 11' I Ir 1 '_ - - 1. __ a, I" , 7 1/2' is, 13' - _____ 2* "r - ! / N� 4 (BOTTOM) �_ - 5 , S! W) -1 lj� 1. 13, .. 11 ,4 Is' - 'i, �1 /1. li - I I r2�f _(VI _. 'rej.-Is _11/_�1j-i]:/4:j - - _ I - - I 6 11 y I 5 1/4*16 DNFTT�-) an shm I I FOR Axomom m-IT * %PPQw. $001 PKINIATIONS Rim "Go rRiAmt 191901". 11 "AmRA AFam amm. ANo ~m WOE murmce ARE stomwim on iiis sciaiiii FOR co LOW, THAR 00CAM ok V4KOPLE RVIACE WHO" SPACING Ov " SHIN" ON = S*1014" or THE "how" VACTORS, PON, T" OFIVRATION 10 at P= $PACM =0 LIM FACION SK-44 NOT K, = TIM PM"UM SANAINIF Wifirafto FOR LAW APPON00 Tim, SCRUIL&JI: I i?4�1'1, I/r. ! 11�!..__ 1��.. qal.�, AND" TIM �_2L4'�, , TAMA ", mmi-m =Ift ----- "Offm __ ,I vwc-AmiNj mx-* - , � PING n ' a __ � I a ". __., I ,/2 " �!� N. cz --- I - U-_ __ i__ A 'Ir - A 60 "'AN", . =411- � - __ I -3: 11i .. ,I. I __j 3112 a 11r . . Amw WK now" 4ED.) FACTO , yr -,- __ - - -] .134 __ - __ -.- __ - -1 - - - , . - 1.11:1--1 - 11.11 - 2-"- "', Qw . � - __ - I ____ 0- _ -,-- - ___ I I I ::J-____ - �;w. 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B!__ "' , 1. iw: I __ 3_ - �,?_vl' �� ... � YK " :57--. I _,_�_. , ,�Lsl*. - ___ 1. - "' :_-�?�_-� _-, - _11ir.- -, i k-,-, 11, - .-W_ __'. , 11'._ � J-!!. - # ____ - 1 - '. I-— _I�L - 13 .1. 1-14:_-L-29� a I/A*10 I'/'r - ". ___ - -, to* 6� -1 ii " 1/4* ! (`BET!�) - ,,-,, ____ 4 (813!!�t) I 66pr , ii-c !_POq 0 (MTV ..;;A "i, 7 1/9* , le Ir ur Ir to" it- a. 13' 8 1/2* 1 (TOO) - .--....- - - - I - JY 4 1 2 1 . _13� _ - 13, � 4- . 1 lIr 1, I -a;-- - ir - Tcip,�- - --1O17FTi-`t/r IF ___, - __ __ .- A . 13" Ir 79&iw) - 13' '! n- .1!, is' I/,- _ _�_. 11 13' - i 7 3 -, _� Ur t/e !� 13' - 13' 7�� ____ 13' � I' - �' qiw 7 /ir r ' /_ � ir --- -.- 13" -IF-. , IT , _ 9' ------ I/2' - Ip 2 IP2 ON IW ---- 7 i/2- 1/2' 1/2, -- 5 112- - Filir. _il�_ IV - -IT __K_. 4 Ilr 4-1- _/2;, I ( "OR I - 1) 2 (TOP) ____� D __L 131 ? 1/2' - Val ___ 13' 13, Ir 13* 13' to, TO 1/2 . ". - . , ir W to 1/2, it" - IT �P2 1. I—— 8* Q* __ Ir a 1/2* __ 7- 2 IMF) 2 "TTOM) _)2!�_ -.2-3:_1 - _j�: 1/2 'IT" - t - 14, - 1/7. is, ii-lpi _ 13* -e-IAY __ IO 1/2' i-t-/,� - 11 _!F 5-i-/i _ to 1/2,11 -i�7/,i� __ - i /2 , - -1 1-1L.- - ---. _Y__ 5 i/e _. ___n_ IF 1/4- ____.____ 3 (TOP) S M=0114) W-15" TO a,--O* is" , _ - 7' V_ 1. . --= __ _F_ _11_6_�!. 15' - FiTpiti 6- 3� - i/2' 5 1/2- - 0 1/4- V. -, � /n - - 1/4- _L�r _f . 13�_ 12 1/2' �1�2:_ 1/4' -+.- -_ 10 IJ�2 ? 1/2- W 0- Orm >V-tr TO 7'-5' - 1-7/i, -_ - - 3. --I-- 6 i/4- ii-W I -r .- '43 4 *1 4- _2 -in; -- - i (96r-rw) �,_6___)_ .. __ 1.7 1/2, - 3 1/2, w S' 7 1/7" 4' -.--- v. 4 1/r- L __,.____________, v 3 I 2- r 3, 4 ("P) __ I" IF- , I I - ---- 5. -, - --- r 111 - ' 1. '- - --- a _L� - _ v - .- 4 (wrom) B- -- -- i�F_ Is-- i- - 5 1/2- 5 IT-- 13- , Is- , 8. _,_ � Is, - _. __ '. a, __ 13* - ,__._ " 5 1/2' __ 10, _. 12r". __ 13 - _. - 4 (OTTO !2 - ___L Q* Is- =Ir i� �y�-[-- . _,L�f To-C AJJT i� !: � ]I 13 "�F_ :-- - is. , ' ..... ,z:::r_ - - Is. - __ �F. � T - - --i-F , 7 I I i'7 T TP2 /I -- - �L, I i r / 10 _��!* /2"I Lj_ 5 1/2*1 13' _ . - 13 ". _Ili_ -11 Ittnom _iLLS-* - Ir is, 17 112" i ? 112, 13' Is,- lr� _ - 13*_ It3 is, - '! !� - T4�_.i T6__1_/2T1T 1 �/2: /2- E A - , - - - ]a 14'r 7) .1 , - I - I - � - 'it 111016 114 -16 (Parv-) I t =- I . . ...... _ ]jj�� - 6 ?r, a ��.,. I/ .,.I_ V _ 144'11 1/4'10 (W"--)[ evit a I �A Not 9011T I I FOR WHO" 11ft A SPAC440 top AIWAUATIGNU "to "Op vNimot mulow, 0 www'm WIQN 1woom on i4wilow cm OVANM An 0`01:01111 ON DO "Caulf� top, v" KORN THAN INW-00 to 6000L0 ARCm In, OtiLivivoifit; %PAOW 61""N 04 = "'o DAN W= 10 K POSSROX. REDUCED SPACING L W K " THAN 4410" $PMANB, 00CATTIF PON WI ANCHOR IYFE F� I - !�%_l I 10 ANCHM TYPE - I trm4 _--t, - , _ - IN - - _!M! - RA1,4WIT .__Yf,�_ Domi-MIN - -,/f!I- oks-4, 41110" ANCHOR SIVOW 3 i' 3 4 2 'Ir � 1/f MNP"ou �=__, 3 3 ,/r 3" 3 3 vt 3 - --. - . 051AW O-) __ 1 i a � 1. ___ a Ile , , 3 vi-," 3, - I I (CU , ,/r - - - -_� I - - I + ".. - .. . - I, .... 11__�� W______� , rf�a!- - � - --- ____ 1_-, -- I- ;;.-T-]A. _�--_ _� f 1-11, 0 ��..at-. -,_-�. .__;_W,_. - - �. I ji._____[, ,00 - SPACINGS; ONLY V" �WH IS _�� ! I- OESIGNI LOADS & MAX, P %W _ , _ _ 1/00 'rAF`C0N_.._..., .... . . POURED ANCHOR 0 91 O.C1 WF.E,M OR � � CONCRETE BUICK ,; REQUIRM fILILID. "W WAD o W=,PA1411_ 40 PSF OR LES� "`_1F` __ > 40 PSF M 50 PSF W-2- 1 > 50 PSFTO 60 PSF I V-10" 6 MAX. PANEL W40THS ARE ONkV MO FOR INSTALLATIONS W1 SOUD SET ANCHORS & W/ 0 SPACER AT 12 1/2- OX. ______ , INTO - - - - ____ ___ INSTALLATO DETAILS EQUREQ QQNCRETE - FOR LIFE r5AFETY PANEL r1) OR CONCREIE BLOCK STRUCTURES 1/#.O TAPCOX. 1. N PTEO ANCHOR 0 6 , ROZA MO "' I /4-0 TAPC'� - - E SISTM POURED ANCHOR 0 0 0 C , , 04 , CONCRETE BLOCK REQUIRED. C ��i BLOCK //" " C , � , REOUIRED. , , , I : .- 4) " , _,", " , "" �,, �, " "� I , (?) a C_", �, . i ... � �, � a , , tt , , I � I �,_ r! - L - ; a" 7-61t � I *0 � o.. � PANEL LINCIRI - (SEE ELEVAIRIN : DN SHEET 12) t I � I I : i � � VA � I � I �� I : ! � , , � � � �. i � ve �� ,,�% :::± I 111-1--r-1-11-_1 � " " " 1�1 i-',f --v' 11� - 1� 04 T' 1, 1 1/4 0 YA" O'r I ,ANCHOR _ 1 4=V= CONCRETE OR REOVIM. .0 MmIaLs WALL Mou $1 /I saki 3/pm rp,Wl I 11 __ I - "i, Rf�,, " I � I �911 '� . ", � �;,�!!!.,, � ! � , �;, � ,'?,� , �� -.1111,111 � I * 11 Win. $ r 10) .. __ 11 �._v � � , . , ,", � � , - 91 EA 010%).1 I �' , . � I If 0 . . . I '. - , , - I LEOGTH i 11 . I v MAX, 1;. v- I - _rl: . - - 11.1 _ � t - PANEL 0 1 � (SEE MVAIVON 11 i ON SHEET 12) I II - ... I - _ __ i , I w�'ll"��:111.�;,;"��1,14�,-��Ir 11 I I. �. 1 I - I ! 1 __ - � 7,-,'7- , ?.4Fr""'0'!`��;.`ffi0 1'111'� 4 1 �� i I � I lr� �, I�R "' � i ..-Co ir � 1 f V_ I I "" � - �@ � � , I � I'll .... � , I I ��-, " I a it ig oc � � I I ill � I � , � � - - I - ., I I I I I � I . ...... � .__ . (�_� . If TAPCON 1 j/4 ANCHOR 9 9' OC. _92NO PO CONCRETE OR REOUIRED a MWEANEL im am SET SH" 111% & to FOR AWHORS Now m 11'..'/4'. I rift ar. INV i�� ,= 6sprZIMURC!"A"Imms MFRFS;i�-.1'111`1'1'�', 04 SCHMLE XPLICE ANCHOR SPACING ____ *-. - - P�1_ A �_ a---. -3 ;Wmmwmo '15-om 00 w�im� 3 AGRNL ill= MMU pW M= BY WATP[TIN ON SCHEDULE FACIOR$ #( &% ,:�� I" " OPERAIPOR TO Ix POSSIBLE. wmvm 3PACM filpigNED L04 rAcrok Stuff. Nor K I= THAN I -1.111-11- 11 lt?* _ - .L.- 1111 - 21/r �, - ov - MINARAI VO4"O 'WrATED, FOR EACH ANCHOR rim ON Tin o0wouis - r --.-.----...---.-- 1 a 1 0*6 BUILDING I/4-0 TAN ANCHOR 0 m `POURED m off R BLOCK C;) I I,r .. ..... , , � , , � �ftw ,,',;'%'r1 , "4 , .., ;, ',,g .1 1 : , " "I i k � q� i ,� - -(1 � 4 - ,:`, �1� ""� , I . , I ; 1�'l ;; 1�, I � 01 " 1 ) I SEPARNTrioN, I ! 11 __ �__- i4'. ' " I TO GLASS. "I ., -1-1-;, "I " , ,,, r I llm�p i EXISTIPA I , , 1 AN D, I - - - ;, . -0 II1vq � -f L GLASS 11 - __ � 11 ,� I 0 41 I . ' A .1 wx MR roval � I 11 11 , I 11 I UNM4 00 r-N-) I I � If � .. 11 I � 11 - - - - � .t_ �. R . I I it � it � 14 I �, i I � � ILI k". 4 " R , � � A I I PANEL P � WDWIH 0 � � �� -F- 5" PANEL LENGTH 11.1. I L�%_ - - I I � '. I it -t--- (SEE ELrVATX I � (SEE ELEVATION � SHEET 12 it 04 SHEIET 123 1 1 11 14 � - 1, - - -- I " , 11 I' Win. I : ON ) � � If I � � Ir-111P - I r=.. , �,�,''� � : 0 1 ; V 4 - - , � _.rn � � 11,� �. 7 I I � I -, < , j) � � i ""I'll 1 17 I i "�,�""n:��,,�,;�;,��';��!i,;",�.', I � ,,�,I:m,;��,vmg I I, ''03, � , 1 , I I . ,'�!,4,', 11 ��X,; � 0'1� , 40 I ,,�,��",' , � � ; I R�,,�, , , 101" , � . �,��', , 1 Fl. I i � " �'14'1 � , 1 � -t,',%, j ;�1`111`�., lli'�,' - I �� ,,�,`,'!, �, � � rlrl�l 11-1 "Ill - j i ED F ' .,'�L_J. � , , -Ir - j- "'. � ". _J I." ED ,;, - . �Ij` .- � t__j �,� 6; I, . - - I 11 -a R US, ED, , I - -Win .i. w .�: �.� I , W 0, . I I , . I 0. V . X.&I, i., . ��.. �� . . , 11 ,I 11 � - : ' L "/4�1 TA:T ..C1 11 . 1, 11-1 O.C� EcSTING POURED CONCRETE Olt . EXISTIM POURED CONCRETE 00 —CONCRETE OLOU REOUIRED. I -CONCRETE BLOCK REWRED, SEMIDN-.8- INEL 0 AIEGULAR_ PANELS 0 "A A - WALL MOUNMNGS ,"OHIPPORN, SCQx 3/8-1- 4��'NA IRA TQ'Is. i�--.... - * . I I FLORIDA BUILD1140 CODE LWon High Voloolty l4wrloovid j , . I w .., TIT 1 40000 7KIWO, 1w_ 1 24 GAGE GALVANIZED STEEL STORM PANEL I "' STATE OF I MIN I . - - r ��%.IOR .f_%46F�� ,I I , ,/ Tj 1 I r.;;,.-- n., JOLOBAL PROTECTION �RODUCTS, LLC7 WMA 15,fi ....... - � - GAIT - 11FjWjH;0v4y , - - Itz.v=v-1 vHfImt.. vfm-4714� ,-Ax., Itimlow-am I 20-i75 1 ,7 - M= . 003-4. ft I CA-01101171% 0" P�11 MI �� i - 1 I = LIM �,, 3 OF 1. F " "' �- "I F.q. ! 1 . 1 -I-, -..----------�-,--.-..-----�'... ------..-.- ____ ____.- INSIALLA110 QJIAILS, LIFE SAFETY F-ANEL 0) INTO WO Q STRUCTURES � I � -.111 .11117T 1. 1'� ji, ,,, "I 4�4 11 , i4fll -- " - jj� � , , , - -7 � , . ,I 12�; -11 4!,� -_qwD HEADER �_ 1, . - �, - _00 HEADER . , L' �t I I 11 11 .1 I , ,� , , � - �__ - - REOLDRED , � , I WNW . I - L - _� ", I , . 11 , - , � ,,, - . I- �.� �_ I . I -j-" � � - - W., -..� D, I:, ... , " I j i 4 . %, v , 4 �i ,�T, J W I I= , O.C. , . /, % I �. . I'l , ", ; I I �J� ?4 �, �� I., 1� �i i ", �, , i � � .1 I I I . I � . �, -11, � , � r'. ,� I, i ,11 , -1-T I � 02 /I I �. - _1 . x, � . I ., I - I \1 1/2' , , � ,. - - , , -, I , , " � " , - , , � , " 0 � 4m1.____.._. ''. . I � ,� I - , � - Jw� - � I .11) 11 , I 1 71 � 7 � I �� I I , � / � /2", �� , I f �,,� , , "� min. , I I �� , �, � I I", i i 4 �` I . - �', , ,. I I It i �1. � ,,ni i LILL" I I I � I Q1 � i . I.. - � � II, � It. iA, '� 11 , ,�� W. ,,�Ilp 1� � 1"q , I I 11 1�1*.IXE >11 i� I L. , �, / 1 I V�1�11_..LL�Ph��,j_ ,,,_1,11 I I I "Isn"411 11 I WIVII'411 ' If. a / i I I %` W., �jj I I�Ll mw j - I 4--1 i! ,'A __J _ , , " 1-11-1 - - i : ,- PANEL UENVI I PANEL LENGTH 0 (SEE ELEVATION 3 ,/, 1 I (SEE ELEVATION � , I ON SHEET 12) �--_-f 11 1 ( ON SHEET 12) 11 I T I - , : III " ! I I .....-I. -.I--..--.- 0 I �,�:.;�,__ I I - - --- --- - -.1 -1-- 7 _...01 ; TO - in : It I- min, I � GLASS, I 11 , 0 ARK11014- - I ft : I 11 I GLASS. B. - I . I I I " -� �-' - ! � !. . - 4- 1 - � @ I 4 I 11 Al � � /)f I euwat V . 0 ul/rw I � , � - I- * I '' �.: � I I � : 1__�,_11Q,1l1IIIF1lII111lIl im; � T_ L. , EO I I 11 � - _ I I � 111 " _� :� "I - - 1 - - -i L I 'I I � - I , I "'. �. ... 4", - I - I �, � i I i � I i '� � ' � , � U J, � � � � 2 ,P4. WOqQ_ ,��` !, , I L , 2"W WOQD, � -� ' 1 � ��j - , � -1-4 , � �,, �� Ile , PLATER :�,, ( � �, � I � I I � "f , I � , P, I NEW ED , � IN J-110E. I g I �,L,� � "I. 1"1�0D.11A.4CLIAlf1i'l PLUS 11, _/,"o PANELMAIE KUS � , � �1:1, i � '�, r � � �� - 1/2- �.�,- wi, . 12 O.. ��,' ND " / � � �, " . 21 O C, .1, I i , I �11 � I" , �'k � ,,,, I � , � I I � �'� _ , S". I L � , I um I P-15 afflffff UIJAIM � 6 ,1100.111"", WALL MQUIlmm9s 9� A. Tkf� . '. SCALE 318-1- . .......... - ... ... ^* , . * *. .: , % I 0 67 � 2 2 . . . FLORII A BUILDING CODE (Non High Velocity NUT cone Zone) . NOTES: - *:. TIT .-IN = om ILmo. "u, F.P a - . 24 CAGE GALVANIZED STEEL STORM PANEL MUNN fth 1. INMI-ATION ARE ONLY VAUD FOR MAX. A,S,D. %,c', STATE qt .; Or$IGN PRESSURE RATINGS ( 01) AND PANn MO,. "w"� ": �, - ' GLOBAL PROTECTION PRODUCTSP LM "'"WIE"c" N 11LIECO.W6, I LENGTHS AS PER ELEVAITON *. �- - V HtV iL ", iii I - - 1. frivals, Z fOR NEW WOOD FRAME CONSTAUCTIOW WOOD IONAI.V-140 P,21A,,7!::____,_ . , - "Wh! =14 - , " 20-175 � ��_> Ma TAP` - � I. I PHONE. (014)NIM-160, (W.H01-NM MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC hotimoR011, I " . OINSITY, OF 0_15 OR EQUAL ___ - i I I jW . 1 1 jA,ft 1 1 - MMM4 � _I" _�ftr �ftr CA� " E _ftr r , I PC, wAAvNATmwPmm 1IMLA, , !� , ,,,, P, , 1-311'... '''''' . I _,__, .. B, '. - ----. _____!�__.___ I I - I . -I--# a) a) _r_- (n -0 CD > a) _c -' 0 0 = 2 a) a) 2 0_ C:). C: 0 "O 2 C - U) Cz -#-# 0 -a a) 40 a- (n - a) := CD -0 0 0 0 -2 -0 = 0 C L_ cl = " 0 0 3: ICU " %a 0 �= U- m > .(n Cn -0 %w " E L_ .2 CIO 2 CL _= F- - ,0 ,ot- . G 0 a. < I 4 z z w mi twa C%4 -1 �� C= 0 C%j �;f7) co I CD ,a I., v_ �. = = Ci CL r_ = ciz a- JE m C.., Q .w Co :,< < = LA_ CL. _;� .- cc = - ... '. -,, V -% _- �c - " =� - 3: 2 w =. w " �5 = . - e . - �5 .I.--, ,= Cj .- ?J; m -;6 21: ,_ = .= a ai :5 :0, = = =., - .S :.- IA . a .= = E M 0 . E: 0 - a Cn .1-1 L. a) (D (D -c- - -4-0 U) :3 CIO > C"""""" L_ 0 C/) 0- CL < OD -0-i 0 :3 C: _0 0 Cu CLL 0 a) I " (n m " m =3 Lu ME < z z < _j n SHEET NO, SH 1.4 t �_-J� " i, 1, L � - 1% 1 -*EZI/ts, EZIW/18 SECTION EZI & ALVERNATAT UAW DN SHEET TOY Mo. 09(SEE (SEE Ron 2) MKI 2) 7 _)/18'. ALUMINUM ral INSTALLED AT EACH Opctlora StoL), ALWAYS DE -T-6 ANnLC TO FACILITATE INSTALLATKW IF INTENDED IM INSIDE OF STRUCTURE. Fill, PANEL �T_ 1.1', 1 il) E-1 HANG SIO PANEL SYS"ItY 'I T r-T OF Trip RM IVND PAJilt_L� F 1(tuT_ R PANEL) (INTER PAN Q j (INTERIOR PA 1 rRACKS BOTTOM (E-ND PANEL) %E.r NOT a 2, 1, 4 SIT. NOTE'S 2" (2), END PANELS SHALL BE CONNEM�D TO 80HOM INArK OTHERWISE A STOP HALL BE PROVIDIT. AT lop' Dr SUC" PANIC L GPT PANEILS, MI Is I'L FIR ARE 111111110111 1 1 BOTTOM T1111, 111111,1"111 N nr C U StVI CONSIST OF 1/4"02012�/4' NCS� W/ -1/8"00/32' WING NUT OR Vi 9SC"FW 0110 TAPPED 8011,11im a cA ovoww Ld Ol '1117C11"IIl MAI' BE AT EIMER OF tO.", IS. ,:I. APPUCAELC) EXTERIOR rLAr rLANGES OF END PANEX 50% or *I (4)� IN CA,5l I HAT fN0 PANELS kRE NOT (-�QNNECTED TO PIOTTOM 4 '":K ov. A $lot, OAR 15 ONtY (ISF0 AT TOP) At LCXS� TWO PANELS SMALI BE CONN1MCL) 70 BOTTOM TRACk USINC SPECS J, 411141-4�.�' _"T 1- t-r- INDICATED ON 140TE I A VE N SUCH CA5E�, CONNECTION OF IT PMELS TO BOTTOM &iI!DAAt O�CCUR AT ANY PANtl. LOCATION. SEE NOTT 4 tell, r MFA, MI.. [SC E i zi 1. LVI INSIALiAlIONS ONLY VAUD VOP WIN NOTE Z mchw., Nonc I SPEED UP TO 170 Ina.b. ____'LSEJE StCTION E71 & AtICRIVATIVE F2$W ON SKET 16) +EZI/18, EZIW/18 TYPICAL ELEVATION EQR SERIES 2000 E-Z HANG STORM PANE I -SYSTEM M SCAIE: 3/32'-1' 2 587'(WIM UYERL.W 1/4' Moll. oA0 WOOLE VAUn MAX. CAP SECTION A -A FLORIDA BUILDING CODE (Non WIVI Velocity No Icon* Zone) g o,44187 2 WE OAVAOIZED SEEL STOW PANEL DRAWN a, S Air 11LIE C 0 isic GLOBAL PROTECTION PRODUCTS, LLC. or MIT: 0 "ll j FINE to �Ww � A, Al n ,.A I. - 0,14 � MIT. A, , P11 Al-ON1, PAX, N (MONS-1W, N"M ol a 10 CINIGINIE-CRING EXPRF-880 PRODUCT EVALUAT113N RE:FORT September 15, 2020 - R2 Application Numbin. 17869.1 FX Project Number, M31543 Product Manufacturer All American Shutters and Glass Manufacturtarziduma: 1540 Donne Road West Palm Beach. FLr 33409 Product Name & Desoription, 24ga GoNanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report Is being Ilaured In accordance with the requirements of the Florida Department of Bulaneme and Pnotessional Regulation (Ftorlde Buddli Comirlissron) Rule Chapter 61G20-3.005, F.A.C,, for stailetwirds acceptance per Method 1(d). The Product noted above has been tested arid/to Evaluated MS summarized heroin to sholy, compliance with its Florida Building Code Seventh Edillonr 12020) and Is, for the purpose intended, st least equivalent to that required by the Code Re-o"alumbon of this product shall be required following portment Florida Building Code modificaficins or ,.vision$, Substantiating Data, . PIR02MCIEVALUATIONDOCUMEMM EX drawing #20-31M 1111od 124ga Galvanized Steel Sturrit Panels (HVHZ & Non-HV1,12)", sheets i prepared bV Engineering Express. signed & seated by Frank Sennardo. RE � is an integral part of this Evaluation Report. . TESTREPORTS Uniform Stolle "ural Performance has been tested in accordlenre with TAS 202 lost standards Pat test raprod(s) #BT-ASG- 17-001 fly OlockwateiTesting, Inu. Large missile inpad t"slanc4? and Cyclic loading performance has been tested in accorderroavolth TAS 201 and TAS 203 test standards per test roport(s) #ST-ASG- 17-001 by Blackwitiot Testing, Inc. . STEUGTUBAL ENGINEEMNO CALCULATIONS Structural argineraing calculabohis hove been Proposed which evaluate the product based oil comparative and/or tational analysis to qualify the following design criteris: 1. Maximum Allowable Spans 2. Minimum AflovirshER Sperm 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12"1 AVENpli SUITE 106, DeERF1151,C) BEACH, FLORIDA 33442 (954) 354-06$0 1 (466) 306-99,99 TEAM 0 ENOtNetRINGEXPRESS. cam ENGINlif AINGEXIIiii E r,, 11,2, 1 N j E E � 9 1 N G Page 2 of 2 All American Shutters and Glass - 24SB (jolvanized Steel Stpnai Piancle No 33% increase in allowable sire" has been Noted In the design of this product,. Separation (Tom gla2ing 19 not required for Installations outside of wind nine 4 and essential facilities. impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously Rated test report(s). and Is accounted for In the ongintating design of this product. Mnd Load Resistance This product has been designed to roamt wrind loods as indicated in the span schedulo(s) on the respective Product Evaluation Document fl& engineering drawing). Instafflation Title product shelf 00 Installed In stficl aompbrics with its respective Product Evaluation Docoment (Lir arglartaiting; drawring), along with all Components noted therein. Product components shall be of the material specified In that product's respective Product Evaluation Document (Co. engineering rhroarllnrj�, Limitations & Conditions of Use: Use of thm product Shalt be in strict accordance with the respective Product Evaluation Document (),e engineering dreorIng)," noted hewn All supporting host structures shall be designed to resist ail sUporimposeld loads and *hall be of a matedal listed in this produces respective anchor schedule, How structure conditions which are not accounted for In this produces respective anchor schedule shall be designed for on a ofte-specific basis by a registered protbrDational Engineer All components which are permanently Installed %hall be protected against corrosion. conlarminaffion, and other such damage at 41 tim", This product has been designed for use Inifthin and otbide the Koh Velocity Hurricane Zone (HVHZ). Respeciffilly. Frank bennardo, PE ENGINEERING EXPIRESS" 4PF0040541.) I Can Auth 9885 160 SW 12"' AVENUE Su%TE 106, DEERFIELD BEACH, FLORIDA 11442 (954) 354-0660 1 (866) 396 9999 TEAMOENGtNEFRINIIEXPRISS�COM ENGINEfRINGEXPRE Als'COM A .;1 Nt N jj,j L �4 �,3 71 Wit" TMw IN �u It" r M i 1� Al it qu "No", 'T, it -5f 11.04C LIM, M 4o Kw4 i, W, tu :A% J, IM if -Ar- - A r7 3, r= 'I" A IA I JIM )it, dot rl.,r4t.. 11i I W"444; 141 Ar-L, y m,, 20-31543 si,/ �PTWNAL IQP/bQTTQM9I09UXr U-NI ,,6Ajj1a5C ERIES 2QOQ E-Z HANQ STORM PANEL :TT CONCRETE, CONCR BLOCK ANQ WOOD SIRUC11M 1 41�1 77 _Ull'o TAPCON CoMicatErr OLD" AWA40R a 12* oc. Mou"Ral I-.-- 1/00 TAPC*�N HEAD TEk jt4.1- HEX mv� FIE FROM ANI O-L. EDGE OF EWE OF is at Ri` "In ti-SEIAR.Di /11 rA TO CLASS, .1 16 11.1*1*1UNI POP 1.1 10 POP, RNET FOVET It 6.-0. MAX. Iti Rib-- PANEL UENGTIL a S PANEL LENOTH le + C, 0 1, Mill, sox I CLASS I Of L. 4'0-2W2" 1! 10 MRSCREW w -C71 (7) 1/ -xi TAPCON ANCHOR 44 12' 0.c� 1/4-0 APCON 2.4' WOOD CONCRETE BLOCK REQUIRED REQUIRED, VIA" mgubmk Maw SCALE 3/8-1" SCALE 3/8-1' MoU 0 40, FLORIDA BUILDING CODE 1,1112h Velocity Nor loan* ZOMO)l (Non NMI ION. PANEL LE�GTHI 11400, W4, tift I . INSTALL0014 ARE ONLY VALID FOR MAX. A.SO. DESIGN S SHALI, III a a.4 24 GAGE GALVA1020 STEEL STORM PANEL I on" al 07/V S STATE 0 PRESSURE RATING +/- 40.0 P,S.f. A D 6'-0* MAX GLOBAL PROTECRON PRODUCTS. U.C. 12. PANEL LENGTH, % I pi wo ii &I JAIX FOR NEW WOOD FRAME CONSTRUCTION: WOOD 0 R vtv a a CK 11 Me c "At OAK It 41 MEMBERS DD BE SOUTHERN PINE No 2. W/ SPECIFIC _`tJ%:t4 MNW, (*A-ARMi 20-175 DENSITY OF O�55 OR COUAL, c4ko" - AMM's oi :ALL AMERICAN SHMERS'AND G'LASS 24ga GALVANIZED STEEL STORM PANELS(HVHZ & NON-HV �117 T60 MOUNT roNN V PE-,,, - .0mint r'MOUNT t.orirr TYPE If AS REQIO) Ki 0. TOO MOUNT IMNN TYPE UNI (CCNN-/ S D� W Lmox JSP.AN A40VE OPTION) B's-MCTION (LOCATION MAY VARY) TYPE As FU9Q'0) STRU ION) PANELS MAY SENOTCHED AS E"" io, 0MONA-41-4 STITCH 'I'- E. T�AT�.N'I'M'. F ND BOLTS lyll W4HERED P..., US'. MLO��, ,I I�', AN12 WING NUTS FASTENED 0 OVERLAPS 0 MIDSPAN (USE 4PPROMATff $PAN TABLE) VERTICAL MOUNT E-L,EVATION /-2'N (NOTCHED PANELS) ` \,Ij v'M, ELEVATION ALWWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: '4 GAIi PANELS MINIMUM STORM PANCL ISEL'AhAlION FROM GIASS (MlITIZ. W D ZONE 4 W NTIAL FA It ITIES) A110 SPANW(Ittl IN%rAUAnQNFtIT5� I1rVl1ALtAnON!IGRTAtER THANAYANVEOMOI! )"AN3O'ABOV`03RADf no'. 2 16 6.06 V, 236ip 116 Ill z $A A, 61t I" -- WINE LOAD$ LESS THAN OR CQUALTO 'PAi FASTENERS' ARE STUDS USED IN RJUNCTION WITH ALL MOUNTING EXTRIISIONS �-TRACk ' STUDDED ANGLE, En,). USE !Ln' ,. PANEL FASTER am SPACING TABLE VALUES TOP �'M` AND *W-HEADERS (INCLUDING 13UILIP OU NO TIONS), . 1.1.1--l- 1-1-1-11-.1 � 11- - GLASS ... k,! , MAXIMUM, ALLOWABLE 'Al DESIGN PRESSURES; AS NOTED IN WSIGN DESIGN NOTES: SCHEDULES N I FNI�1, 11- IA OM IT T 'TiM 'LR9 UA I R 40 PC TRD ;ORO 21� M Sk �rikir SEPARATE ENG I Ir IN ACCORDANCE WEEM THE ; 6a P OA BUILDING a ��D 9HAL1. BE U AN M Tan N ATIVIE DESIGN PRIES8URE , LISTED HEREIN FOR ANY ASSEMBLY AS SH VN. GENERAL 140TES: OTIMeS HAS WHIN US16 IN THE D R a" To NNISUST M L 0, 0 tSI&Ir C 0 M IGN W%C [cc CTOR. oVirclivir 904 5 0 0, 111, NSC 1! ATE U PA I CAL U Of S AS 01M AND DOM 940T PROVIOr ,ITE CONDITIONS DDIRKENT P%OM SR0 Doc V 50 I, WN "" RE,IVI ON MA)UMUM TESTED AS MUM FF 1�1� LABEL Tion VISIT OCAL.C.10131IN3, 0 �MINIMUM ALLOWABLE SPAN SCHEDULE INARMST 9MIMMIMM HIM I 1111111illilKMWw" min Na"M N rd am Ua Fj Wrtyr&'419, to OM. A4*L LENQ11if IMI 1114N ItICIST, Woo IN TANUr Al At NOT Q=, AT TOP QA AM, AI�Klj� -UNIT � C-NNIATIVA ANOVIt. W0%;AARAITON GL 0441 Awl' AM ", -11 z 911- U, 9, 0 Oil Lally P"LI 1w."t" wotw.. MI' (IF VIAL. 1.11 X, POI, .0,1 W, NO & WA..N". MIRON07 04t `�v �lo t AtAtO " m OEVL� 'w-k, AT Wool sm4w, IM, A ' Al A",: VAhfj. ArVACIN, I* 20-315 Noll AAlAiL I M 9P_T1ON6L EPRELS PANEL, DETAIL INEEC Loa Fit, N �R FASTEENING 1A] 1�0 b IF'L 7 �2 V-0 L:Vu K _0� 4 T- TYP as� C43W :j -i LJ_1 Tyr, 2.000'. 3T" &&-,L-r GAZE �111 mm""Am- 391 MAX-1 _3 DOW COVERAGE! I car 7 ""a A111 4, 475� PANIELLEN41-1-1 Felt _T II.IJ41 0.050' PLIVACTLON N 4, AY k il.,,, Ril 7VP TIP. IRAI 'r ci-I ' later C,) MM &J� ANW- Q 176 1 UrC I ii" I'liAL OVMLAP 2T'MAX. J 25" MAX, MAX; BUILD OUT OL.-TANCE III- 1-T DEC? �Av F c OVERLAP IT MAX 'd, 4�ii M MIN 01 .'.L j� i AW 41LI"'IM T"L M. MIN a DIED ANCHOR PACING 24 GAUGE PANELS, PANEL FASTENETi MAR, DaMoN ilegosseaff Tvpff Will 4 q DMALT U 111RACOM 52 1�. �IPHJTSSOU SET i-, A2 +1 46 Ali 4 P, *I 911 OWN 48 lr�4' VIC CIATIED 33 48 At 48 n I?, 0 ITW SS. TAOCaN AD At 72 Im", fill. "I"l), 13 ALL YCINTIRS6110 &Ir 41 J'V VM[flop 33 Ill -I NII&I MAI 1 4.1 69 :`1r. -A"M �a SCHEDULE: Q�C 31'r WGI!! DISTANCE 111. IIA= ('!""I III .1 MGE 1) shMIJPTQIl-V ILPAN UP TO MAX PRILI IPRI!$WRZ "AN 11, 1O."P :1 M"T"r Q1 U C3 t 4 WAR III 1110411 I MNN T" CA Cz C3 C4 ."�N lit, Ii joi, W j cl AC2 1'_'3 CA. Cz 14 TYPS CA CZ C4 CA Ca (3 CIL 11501 9�S,� II qj� 15.2' AWWRIM, 0 4@ t Fa 5' LZ,V, TV X7,1" 16.2y. A&T MOM 14.1t� 7. ST 6 If 14-3" O� 16 11� Oz. 12.3, 14 N, 6 O'�� 1&114 7�' K 0" is-ig 111�17�1 16.0- IIIIt" so" 11,5" Off, 0. 1" TV, ALT' 1. loll 190" S.3" Tar 0.3' IN ilt.T' T� -4 14,11" -1 SA" W - kzl 16.0" 784, jj&' ISO" SA' IS 0", IZ,5" 11�5" 16.0" III IV' 04" ISO" &4" lir'Q" 12,$" U�V' 1&0" 54" lAo' 1�.4" 54" JOIV4 16 0., 12LL f .14. 1 Vr r:MOM 33 W06"t" 41 AS 5. 12.5� jk� Mv' ITS,, 16.01, 16,01, Id.Ul 14A- ACV' Ito ItLo" 1z 103,11 EI. 7, IMF, JZ.VL 12.5r. Ia. 16. 16.T. & S, 5.6' '55 AV, 12, F' A V, 16.0 2" t O� R.31 TAPCAl1?';MV 41 4 M 51, 14.ty� IS, IS.0" ILA 10.51, ISOP 9�vl 12,51, 12-5*1 ili�s" 12.5" ills" 16.0" 16.011 wdm 9.21, w3m 32, V, lzli JEO"10.2 w4m 36,0- X �� ISO' 14.01' it.%-, jc& 15�0, Mo. 1, 1 1A, ALP LZ J1, AM" _16 21, j1Z t44LI 12_3`� A,6L1 to,&" LZ 511 it.!" ISO 12 AS& fl.sll ADS` Lo.w, IZ.5' 1610'* ALF' 1016�' ALT' 1610" ILS" IOR' 12411 10.6; itip, J&D. 16,il, AS.O.- leg, 300 J�,E ua-v i67� o., ;4 0: is. IA 4, 2,91, RHH14.71 ka.0" 11 WISSO "N." 41 .000 quWAA: AS L �zs U.T. 25 Ro'! RTI 6,01, 1 011 15.41, 5101, IMP 4z_v� jov. 10LIr, 4,v, Ali, III D- LALN' IxAlt is'. 0 1 ILS" 12,F 1 IN IS 5 ME . .0 AS I , I 114, a V 1 2.5" DIDGRIE DISTANCE ANCHOR NOTES,: 1 ANCHORSCHEDULEAPPL101 IDALLPP.ODUCT§iCgtTlrtt!OHeitEIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANChOR SPACING, MAKI MUM ALLOWABLE SPANS AND PR%5VRES INDICATED IN SPAN 1504BOULE SMALL APPLY. MATFU 5 1 1 LOA TO SHUT 04 04 HILT7PAANOSELE 17SPA 0 TERVMANOREQ L 'LE 2011MNIII�Itll WPE BASEM0 0 0 P rE MOU G ITION (BILE I-A=oiZLS'o14 STUDDED ANGLE, ETC,� it$ A "-ANCI�U�-HgADERS(INCLVDINGSLIlLt)OUTCONDtttONSI 4 CHOAS SMALL SE INSTALLED IN ACCORDANCE wrrH MANUFACTURERS' kMmmINoATn:N& HOLLOW IMCK HOST STRUCTURE SMALL CONnM TO C*O %UQCK, MINI UM EMBEDMENT "LLOF AS EOULE. Ait Q�t;r 601mely AND �AT A ENI� A 30D Y RIFY THAT FA INTOADEQV W ING MEMBERS, 140T PIL'fWOOD, T INS �,CLI So PIECES, 10. WHEIUE ANOM IS PASTE TO::::N RAWG*,,V21U QD rRAMIN0, F*TgNEA�SMALLLst LOCA700 IN CENTER OF NOMINAL 2" K 4- (MIN,) WOOD STUD EDGE DISTANCEIS ACCEPTABLE FOR WOOD FRAMING), W=S7UDSKAU,BE,soVrHeRNPT ' G-0,55 ORGRWEA DENSITY, LAG SCREW SHAU� HAVS P4T LLIP9 PAN HEAD OR HEX HEAD, I I REMOVABLE ANCHORS ARE QewALr PANILMATE, ALL -POINTS EOLID-SVT 4 BRASS 5USHINO 1-1. MACHME SCREWS SHALL HAVE Ilq' MINIMUM ENGAGEMENT OF THREIADS INTO THE BASE ANCHOR ANOL MAY HAVE eCTFIRP A PAN HEAD IDEWALX 801J) U MO TRUSS HEAD, OR WAFER HEAP 13, MINIMUM EMIIEDMENT AND FD43E D57 N4�ACLUD�SSIUCCOOPOTH.RWAU.FlNIS14E!i, i4Ar DESIGNATES ANCHOR CONDITIONS WWnCR ARE NOT AWtOTABLE USES, . ts DIRECT MOUNTING CMDITIQNS- LEI! LINEAR, INTERPOLATION IS Nor PERFIrrTED FOR V59 WITH THE AtIctiOR 5CHVDULE5 USTFWON T�45 SHEET, li.251 6.2y, 6.Z11 DIT, I.J� 013' I&O-SA 1` 6.2,- 6,4" 612511 IL &2s. zwl 12p, 425L 100194MISM 0�4 am &2�t A I FL31' 0.25' 10,7' 4,1" 4.6" ;av' 2,T. 111 4.1 ` 4.0' GAS" 'cl! 3�4 j" iz-VI 10,V' 4401 4.1 5-7:; 4.7, '-ff, A., 10.7' 4.1" 4.0" aE Lo- at]- -AV 12.9'� ISO' 7,W' 1541�- M5" 1.71 1 q, 7.6" 12 2.19`1 510:1 6,4' 5 14. � C + 7 2- M 5.2' 4! 6,2111 9.3, 31611 ll� c� S" 9.2', 16, 3.3', ;11 4.1 6� �! �,Z" I 3.Lli,� I r 4� - , -f.- I e;wr cf,, " �g - - I i4�_UL - i's" , 3.3" 20o;i31543 OPTIONAL INTERIOR E6gENINgi DET UL-) AIL (n > 2 0- 0- 0 0 co Cn 0 0 0 = q -0 C0 0 .0 -§--# Co U_ %I 0 CIO D CD E Q. 2 F- CW0 -0 110- a ._ C/) Q. 0! 14 z z W mi 00 .4=: to "r W C-4 0> E ru C/) AM-0 A -ma CC 0 L CL CL 0 Mli CL M Uj z z SHEET NO. SH 1,5�