Loading...
HomeMy WebLinkAbout6564 Back Forty LpL0 r- LO C14 L0 L0 0 C14 LO �2 CAD LL3 r— LO C14 L0 Lr) IV E V) :I-_ C) to C14 9 L0 to Cli LO C! Lr) C=) LL) LO Cr V) C> 5�- C, M. E Q> E 0 LZ C14 Lo ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or FIr. Floor RAD or Rad, Radius AC or A/C Air -Conditioner FLR SYS or FIr Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU orA,H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALT or ALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REOD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or GaIv. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F. I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass(door) GYP BD or Gyp. Bol. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or CIg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB TowelBar CONT or Cont. Continuous LAUN or Laun, Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory TH IKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B, Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O. P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L, Microlarn V or v, Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V. L. Versalarn DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening Worw Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) VVDVV HDR or WDW, HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallarn WH or W. H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or PIt. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WID Water Proof(ing) FF13 Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Ar. Finished Floor PWDR or Pwd. Powder Room REV� 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 Al 131 ELEV. REVISIONS 01-04-18 4.0 2017 FBC UPDATES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS 08-23-19 5.2 ENG. REVIEW FOR 150-C MPH 12-19-20 6.0 FBC 2020 CODE UPDATE 11-29-21 7.0 ADDED ELEV KLM PER C.M. 2575 Al 1 KLM INDEX OF DRAWINGS I SHEET DESCRIPTION I SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7.1 FLCOR/ROOF FRAMING PLAN 7.2 ROOF FRAMING PLAN 8 LINTEL PLAN SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SIS DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS D2 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCTAPPROVALNUMBERS PA1.1 PRODUCTAPPROVALNUMBERS PA1,2 PRODUCTAPPROVALNUMBERS PA1.3 PRODUCTAPPROVALNUMBERS PA-1.4 PRODUCTAPPROVALNUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH-1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH-1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES I THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents, Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and EOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and EOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. > UJ 7) LO CD CZ Cn M LA- CN CD Co L C= E 9-3 n iA, x V % CNI. % 2� t if To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 8, Cq C5 00 Q) 04 �o 0 co U) — L0 U) I-rZ 04 C) & co LL m LL Lu uJ ca 'S :5,M C, 0, W 0 , a) = �: W U) . Co Lu 0 LO ce) Z LL 04 < d Z W lew W 171 < W Q) Dru LU 0 L.0 V) U) LL, E U co 0 to, .4 cl� U- cd, E M- E CU E o < E 0 -Z -Z WW CO C: C: < "o 0, Z co W 3i no C/3 CD W- < 0 co < 0 S Milli cl-� 10 M, .0 C) —117 LO a) 0 J (-0 0- Q0 Ise C-4 0 0 C\I T— -J U) 0 N C0 LO < 4-J 0 0 LO -0 0 co co C) 0) 11`-� C14 -0 co C:) LA-) It 04 117114 < (D -- LO T— a) E LO 0 Z E CU C M E E 0 M 0 < 0 1 a) -J JOB NO: 23-06135 SCALE : AS NOTED_ SHEET NO. C S Cm LO r- Ln CN LO LO C� C) CID C�4 t2 LO C'4 LO LO rr CID CN LO t2 LO CR LO LO LO 0 0 C14 E 1.2 a) E ID r 7 04 Cl- tr) C14 C=> S14 M C -1 C (*� YP @ 2 STORY 43'-0" VERIFY METER LOC I T& WITH BUILDER . 15'-0" I S-0" 110 N 9 CN 5-SH DE 16" DEEP VERIFY LOCATION r-7 24 OPT. LF ELECTRICAL PANEL F - - - - - - - - - - - - - 7 --PANTRY 2668 B.F 8 rA \_ 2x6 WALL rK REF. 12'-8" 4-8`� 1> 10 �2868 80 a_ KITCHEN 0 V 10 8'-&'FLAT CLG. F, N _T]LE- 0 0 1 Lu 0 rc C 3. 36 - - - - - - - - - -- - - S3 < Lu F-- - - - - - - - - - cle W 0 - 1 It -1 EDGE OF SLAB 2" 7 > 0 BEYOND WALL CD r, 4'-0" 6'-2" 6-6" 41-1011 2U-6" (�o 2 CAR GARAGE I F_ DINING ROOM 8'-8" FLAT CLG. AFF PATIO Q 8'-8" FLAT CLG. U) CARPET BUILDER TO PROVIDE -ENTRY 00 2'-6" APPLIANCE PROTECTION CD C) WHEN REQUIRED PER FBC I D 8'-8" FLAT CLG, U') 2X4 #2 SPF W1 S3 L - - - - - - - - - - - AFF 10 (3) 16d TOENAILS P W' (3) 2X4 #2 SPF W/ = C14 BASE qAILSI (3) 16d TOENAILS � N 0 @ BASE __%V CD #2 SPF (3) 2X4 #2 SPF W/ z. (3) 16d TOENAILS @ TYP 2 STORY BASE (3 0 7 F70YER I (2) #5'S @ 0�1 CY) 3068 0 0, 0 01 0 0 0 8'-8"' LAT CLG F u_ u_ LL TILE 0 C) 16-483" 3--8" T-8" T-15" 1. 6-0" 4'-2" L LO r- L? 2068 X H DR AT 7'-4" - - - - - - C? 2" C? 5-SH 2x6 WALL \-(2) #5'S co 40 'FLiD PLUMBING LINE C� U? LO 00 G--'-- rG G C14 TO SECOND (70 9 R FLOOR I A[ _R1 3) 2X4 #2 SPF 18'-8!'FLAT G . FLEX L F- FAMILY ROOM W/ (3) 16d TI�E 8'-8" FLAT CLG. TOENAILS@ 1001-� CARPET I 8'-8" FLAT CLG. BASE o? CARPET 12 42" SLOPING C? u? HALF WALL FLOOR G.T. 10 9 50 75 1 2 3 41 51 61 7 1 I I I I I I up I I I I I 16R G co S3 0_1 H.B.� TYP @ 2 STORY L 2-24 #2 SYP (3) 2X4 #2 SPF W/ BEAM wl (4) 12d (3) 16d TOENAILS NAILS EA. PLY @ BASE 4'-0" 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) - 2X 10 #2 SYP W/ 1/2" FLITCH PLATE <@>(2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 1314" X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 13/4" X 16" LVL 2.OE Fb=2950 (2) - 1 314" 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 (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18JX25i S.H. 13 20 X 38 J 18 J X 371 S.H. 14 20 X 501 184 X 50 S.H. 15 20 X 63 184X624 S. H. 16 20 X 72 18 4 X 714 S.H. 11-12 27 1/4 X 26 26 X 25 J S.H. 11-13 27 1/4 X 38 28 26 x 37 1 S.H. 11-14 27JX50i 26 x 50 S.H. 11-15 27 J X 63 26 X 62 1/2 S.H. 11-16 27 J X 72 26 X 71 1/2 S.H. 22 37JX26 364X25 1/2 S. H. 23 374X38i 364 X 37 3/4 S. H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 112 S.H. 26 37 1 X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734WIDE S.H. 32 54 X 26 524X25i S.H. 33 54 X 38 J 524X37i S. H. 34 54 X 50 J 52 J X 50 S. H. 35 54 X 63 524X621 S.K 36 54 X 72 52 JX 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-B1 SCALE: )/4"=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 than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The ame o ess an yp. . or equ va en app e to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501,17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" A%') A +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 SEE N SHEET SEE SN SHEET low. 140MPH NMM� 111AIr:l A.111r: 11 A. NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE � +29.7 / -39.7 WALLLEGEND 1111111111H111111 MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11B 1 11 FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING ALLIE/TYPE R-4.1 HIGH PERM R-1 1 /R-1 3 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) "11 LC7 C2 _J C14 C: La- C3- C'4 = cc E C, CID J Cz CD LJ C13 CL, C= L E 'It "a, bRo 5 C'.4 V411 L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea]. ggg,T-M V) %10_3 S 0, 0 '5 Lr) ly Z. U) r- I-- (N 0 u7 LL LL CL cc C: U) g g kv = (0 3: 9 0 W LL 0 2 oo� U5 0 L-0 C14 Z z < W 0 d 0 6 Q 0 (D M L < 0 Q� (D 4-1 m Lu. M D*V) 0 U#1 LU E 0 . < 0 U_ C6 E 2 cw�_ 0 E cu E '0 < 00 � c) 0 t0 ro 2! 0 z 1 z om Z son NM 0 < 1cr �,;5 0. '0 2 C:) U) L0 LO M 0 CID C:) =3 (D 07 0 0 U) _J N >, tf LO < 0 0 ILL _�e U co C) ca 04 M M LO c) LO < LO E C.0 r- L0 6 M z E U) 2 cc C E 0 0 _J 6 C: JOB NO: 23-06135 SCALE : AS NOTED SHEET NO. V_1FV_1___F__F __F1 I I I 1 1, J11111 1 11 1 L. 114i., _­ _V 1-1 _T __TT ------ TF-i t - I __T_ if L0 r- L0 C14 U0 L0 Cr CD CC) C14 L0 to >4 L0 r- L0 C'4 L0 LO Cr V) CO CN 0 L0 �2 CD LO L0 to Q Cn C14 0. E E 0 0 a a 10, .2 LZ C'sl C> Lo C`4 C) C14 LO -X:7 \-2x6 BEAM SLOPED CEILING TO MAINTAIN T-5" HEADER HEIGHT W 0 Z < 12x8 #2 SYP JOISTS @ LANDING M < @ 16" O.C. w/ SIMPSON A35 CLIP C R LUS26 HANGER TO LEDGER W 2 x 1/2 H R. (3) 2x STUDS AT IF EA. END FOR BEARING U? F, STANDARD (3) 2X12 A STRINGERS W1 SIMPSON A35 CLIP TO HDR. 1 x TREADS (TYP.) 6 TREADS(T CONT� 5 HANDRAIL 'R Z Z4 I-,' 3.rj 1� Z - 2 THRUST BLOCK SECURED TO SLAB wl 1/4"X3 1/2" TAPCONS @ 16" O.C. 16 15 14 13 12 11 10 PLYWOOD @ 9 LANDING], A 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. REFER TO SHEET (ST) FOR MORE INFORMATION 39'-0" - - - - - - --- - - I J r A (I Z? FIBERGLA§,U TYP @ 2 STORY W.I.C. B =-DROOM 4 TP 3 18'-0" FLAT CLG. 8'-0" FLAT CLG. CARPET D2 u)I 1u) BA 1� 05 0al 1 06 --8'-0!! FIL T C G. I 0� ROOF G.T. TIL E T-1 2' 13'-0" B T9 AT C G, L 6-51" 4'-21" 2 24" 2 00 TYP @ 2 STCRY 00 S6 I rw 00 N 4068 B.F. IL L Z: W TZ Z LU 60"X36" Cl) UJ U) LU Z SHOWER ----------- LO- _J 00 CD EXT. WALL FIBERGLA5,$ �TB R&S 0 TO BE 2x4 #2 SURI�ICUN -c�� SPF STUD @ 16" O.C. 4'-0" 5'-10.. 80 6'- 1 OF J 5'-4' Cl) U.N.O.. 0 RYER -VTE7; 246 nN ID A 7 U 8'-0'FLAT. CLG 0 U) I r - - - - - 36"-x.22" - I ATTIC fo TILEr 0 10 L L U) TP LL -FLAT 061 Cr 1 M 00 0- TILE (D c$0 (0 Z:W u, 10100 U? T-Q" U) <8>4)1:1) �Q LU LO Cr 0 M 0 (D HAYSON BOX @ 15" A.F.F. 92 � 2'-4" .1 16-8" LO OWNERS SUITE A 8'-0" FLAT CLG. CARPET LID TYP @ 2 STORY ri­'� 4--01" 2 38'-0" 39'-0" 10 2'-6" T-721" U .1 LID 80 C"! OP 50 REFER TO SHEET (ST) FOR MORE INFORMATION I C1 0 19 0 BEDROOM 3 <H >2 2 8'-0" FLAT CLG. co (i) - co CARPET 0 N 1 V-8" 1 uJ 1\�3 8--10" 8"0" C? 4068 B.F. 4068 B.F. 413'-771" "�SIM- W/ 1 3 - - - - - - - - - - - - �23.5" x 5.25" PL 1.8E FB = 2900 2 co W uJ cr BEDROOM 2 00 U=) Ub 8'-0" FLAT CLG. uJ CN CARPET L 9 J- -i LOFT 8'-0" FLAT CLG. CARPET H08 - - -- - - - - - - 3: N LO _J < TYP @ 2 STORY �F ?�: ­1� �4q LL 9 CD STAIR CALCULATIONS: TOTAL RISE = 1 U-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS wl 1 " NOSING 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 % 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. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1112 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. CONT. HANDRAIL--J RETURN TO_ WALL DETAIL. (:A ) SCALE: NTS f SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2xl: STRINGERS w/ SIMPSON A35/LISP MP34 CLIP TO FLOOR SYSTEM 01 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS � CONNECTTC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 116"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2)1/4"X3 112" TITENS @ 16" D.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH HEADER SCHEDULE MARK HEADER SIZE REMARKS <e>(2) - 2X6 #2 SYP W/ 112" FLITCH PLATE (2) - 2X8 #2 SYP WI 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE <�H4> (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow QIS4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X251 S. H. 13 2EX38J 18 " X 3 7 1 S. H. 14 20 X 50 J 18 17 X 50 S. H. 15 20 X 63 18 4 X 624 S. H. 16 20 X 72 18 4 X 71 J S. H. 1H2 27 1/4 X 26 26 X 25 J S. H. 1H3 27 1/4 X 38 -a 8 26 x 37 1 S. H. 1H4 2 7 1 X 5 0 J 26 x 50 S. H. 11­15 27 J X 63 26 X 62 1/2 S. H. 1H6 27JX72 26 X 71 1/2 S. H. 22 3 7 J X 26 361 X 25 1/2 S. H. 23 3 7 J X 3 8 J 36 J X 37 3/4 S. H. 24 3 7 J X 50 J 36 '17 X 50 S. H. 25 3 7 J X 6 3 36 4 X 62 1/2 S. H. 26 3 7 a X 72 4 36 4 X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S. H. 32 54 X 26 524X25i S. H. 33 54 X 38 J 52 7' X 3 7 1 S. H. 34 54 X 50 J 524X50 S. H. 35 54 X 63 52 4 X 62 4 S. H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S. H. DOUBLE 39X59 79X59 N/A S. H. 140C .1 aAA FIJI WATITST-3 EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 81-01t 2x4 SYP #2 16" O.C. SPF #2 9.-011 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT 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 - General Notes R302.5 Dwelling/Garage Open ing/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. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors, Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fIr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 E +26.6 -29.1 F +26.6 / -33.5 SEE SN SHEET SEE SN SHEET H NOTE: WIND SPEED INDICATFED ABOVE IS AAN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALLLEGEND 111111117]7= MASONRY HGT. @ 8'-8" A.F.F. EMEMEMEMMMM TYP. 2X FRAME WALL 1777717,17771771 BEARINGWALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131 11 FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE /TYPE -EXT CONIC 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 SECOND FLOOR PLAN - ELEV-Bl CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Y4"=1'-0" (GARAGE I LIVING) I C%J C= C= CM ell U- C= E 3: CU r= C:) al. �v, o" % L iz- s S 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea]. W E 0 0 AIM - co 0 a *1 0 .5 W 9 (n r­ 1— :12 u­ Lu LU AR, A CL - C') "I G3 LL U) Z 0 0 0 CE W 04 Lu 0 r­ ;; - M C� W (0 Z Z CC) 7 Ci 0 4 IL Z LO M ') a - < U) Z 06 000 W (D oo < U) Ln CD Q) 4--J C ) 0 L.0 V) 2-- Ln Z. W E A; U) < --n La c.0 0 Z z < U- cd, E C� 0 E C', Z< o 00 C1 E 0 < Z< (a t z 0 .2 Ww C '0 ox Z 2! 0 W C) o < M < 0 '0 0 0§, .2 0 LO U-) T < co C:) CD C-4 0 CT 0 U) M LO 0 T- < (7) CY) 0 L0 r- ca N 00 0) L0 CD It CN Lf) CN (0 4i L0 (0 ce) E CU =3 Z E cc C: E 0 Z -0 M 0 -J < 0 1 4) -J JOB NO: 23-06135 SCALE : AS NOTED SHEET NO. 1.2 Cn C14 L0 L0 0 rr C) C:> CD CN LO t2 L0 r- L0 C14 LO L0 rr V) Q C> co C14 L0 t2 C=) 1 113 L0 C� LO C=) L0 L0 C14 ca. E E 0 a 0 --j (D r CL C14 V> Z Z KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES 11K U) W MEDICINE CABINET 00 0 0 z U- U- 9 > 04 co N M `t co CV) 80 OP 60 9 N KITCHEN 9 MIRROR 0 IrL I L IL=====:=41 LLf f 0? 80 TUB/SHOWER FINISH PER FLOOR PLAN 9 ZN 9 �0 r =9 0 OWNERS BATH BATH 2 24" TOWEL BAR ON WALL ABOVE TOILET TOILET PAPER HOLDER CL FIN. FLR. NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD 0 0 z SINGLE TOWEL BAR IN ROD 0- TUB OR SHWR. IX n Uj TOWEL BAR ON BATHROOM WALL r SHWR. 0 VALVES W r 9 SOAP Q0 00 DISH 00 -1 C) U-) -1 U') C) 9 ce) 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 9 F, KITCHEN 9 50 INTERIOR ELEVATIONS_ SCALE: 1/2"=V-0" 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED12"MAY REQUIRE A SUPPORT BRACKET 6" H BASE 0 FINISHED CABINETS - 0 0 COUNTER TOP 'In" W QAQr-: 00 U- 7 LO 0 2x L? 0? FRAMING �0 zo 1/2" GYP BOARD — FIN. FLR. 2 x P. T. SHELVING CABINETS - ISLAND COUNTER III C) T— ITT FIN. FLR.j IJ I 1 1, CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 044 'i CZ), C1.4 U-) LU =6 C= CN W .Q C= Ca CN E C', CU q �40, L 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 structu ral engineering portions of the drawing pages bearing Engineer's signature and seal. & rag, U) W e, (0 E 0 o, 1.0 Af R-A, 1511 v U=3 r1-0 rZ N 0 LL Lu ut Lu IL IN W z 0 0 (if U) M Lu -L0 0 Z 0 U) W El El < V) Q) CD 0 4-1 0 V) L.0 AM E 0 U) < 0 .9 FIN A Ic C.C> --j u- Co E g- 0 E z. < C Cu .0 z <z 0 -Z z -Ci7 M < Mo 0" Z, z 0 WU5 C13 < W < 10 1 p Cc) z < 0 C:) LO LO CD 2 CU 1-1 < co 0 (�o :3 (.0 Cr C'4 0 0 CNI 0 0 CN C0 0 L0 < 0 LL 0) M C) 0) N 120 c) LO CN < E CU LO Lr) 0 z E ID Cn M CL E 0 0 1 0 -j -0 76 < 0 1 a) -j JOB NO: 23-06135 SCALE : AS NOTED SHEET NO. 2 C14 11.0 1.0 to C14 Ln t2 Lc, r- Lo C14 L0 L0 Cr V) C. Q0 c14 1.0 �2 K) L0 C� Lr) C:> ILL) UL) C/) :19 C> C14 C=> 5�- CL E E 0 t 7 C14 C=) C�4 NO C14 =1 S14 LO 45 UJ A SCALE: 1/4"=V-0" 1=lDlC:Dr_'1 AQQ QW1Kl1r'_1 C: LEFT ELEVATION - B1 SCALE: 1/4"=V-0" T.O.P. HDR HGT. 2nd FIN. FLR. T.O.M. HDR HG FIN FLR C� F_ 00 0 00 T�_NT scAM REV. 09.24.21 C', C114 C2 co C2_ U CL r� C= "10 CX. C= W F4 C= F4 � cc 0 �Ic W CL W CD 0 (i cc Q� CD U CU CU E 0 Q� Cj Jill Jf 16t, /v 4� A\ 41111111"1 W 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. W U 0 0 C 0 0 000 a,) oo N C) u- C: _j M U_ LU _j LU CD 0 W D CA 0 2 r— W (f) C� 0 Lr) Z C-4 z 0 L) W 0 c/, LU 0 V) LIJ W E 8 � *j 0 U) 0 r,— c.0 C1_1 0, z < zh cd- E E CU F— 20 00 E z C C: < `0 0, z _j I, 6 01 zo 0 W U:) C) z <0 0 z < .0 0 a) r > -, r1r V) LO 6 0) F— co C:) j Ise 0 0 U) CO LO T_ +l +l 0 0 LL Lo ICU ce) C) 0) N 120 0 LO LO CN < Lo E CID Lr) z z E - M E 0 0 0 _j '0 76 < 0 1 a) _j 30B NO: 23-06135 SCALE : AS NOTED SHEEr NO. 3.1 .Z� 7. C? LO C'4 LO Ln ID co C14 9 LID �2 LO r— LO C'4 LO LO U-) C14 LO �2 CD C=) LO C:� Lo LO 19 C14 CL E FF CD LZ C'4 CN C) LO cm W co —100 00 N -100 zo Mil-t 0 12 5 T.O.P. HDR HGT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 Z��5 FIN FLR 9'RIDGE VENT 5068 SGD 12 5[::::��; %—EXTERIOR PLASTER ON FRAME 35-SH 35-SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS REAR ELEVATION — B1 SCALE: 1/4"=V-0" 12 //—FIBERGLASS SHINGLE 5 INSTALLED AS PER MAINUFACTUER SPECIFICATIONS j2nd FIN. FLR. 1 1 1 — I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ci ci T.O.M. ,HDR HGT. CJ It WEEP - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TEXTURED C:) CEMENTITIOUS -1 00 FINISH ON C.M.U. (TYP.) —,\\� SIFINFLR — — — — — -4 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RIGHT ELEVATION — B1, SCALE: 1/4"=V-0" REV. 09.24.21 C%d "m C= Q " :!E = U Cl= C-, C= C-, M C14 cc C14 Qj CL W Co C-) CD �At tAS C-4 0E F L 01?- --.1 4, 4?0 \1 ot, 000 To the best of the Enginear'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 sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seaL 112 —.11 - I LU W MAN E Ce) 8 OEM Q 0 RQ C� 6 0, am) �2 W 00 i C/) 'r-, C-, cli 13 u� —j R c:: 53: I U, :E:L-, 0 Z� :3 co N �e �; 0 on- 0�3: 1�1. W Z 05 M. ��O-cc� Z r— - < 0 C z W 0 El (D U) Ln Q) Orml 4-- co LU J 0 V) V) L�l CD CI On� N .2 E 8 U, is 2! CID C10 z 41 U— c,i E C, 0 E 0 �C-11 rd < � U C) zE C.0 0< CIO '0 z 2: < 0= �0 Z < Z 0 U.) M 01 Z, W Cl) 5 0 < 0 2 C:) > LO E2 < (a 0 CL 0') CID C:) 0 0 04 U) LO < +-j 0 0 LL �.id 0) U-) I U co CIO CD M C-4 M c) LO It C\1 (0 -- T-- CN LO (D E r.0 LO 6 cc z C E 4D E CA 2 -0 co 4.; 0 0 -0 < JOB NO: 23-06135 SCALE : AS NOTED_ SHEETNO. 3.2 F I I - I I I I I I I - — - — - — — — I-- -- - — - 11 1 1 1'. j 11 1 ; I., I I � —1; -1 , 11�� , A I I j I I - I I . I I 2" *NOTE: VARIES CAP CAP 1" RADIUS—; CN4 FOAM TO BE USED 1/2" RADIUS (0 ONLYWHEN (y) 2" REQUIRED BY 3 1/2" RADIUS - COMMUNITY 4 "-5;4 1 3/4" RADIUS 00 SPECS. IF NOT, DETAIL TO BE 1" 2". OPENING VARIES 2" BUILTW/STUCCO. 1/2" RADIUS Ln 4" C3 1 q [ VARIES JIN LU EDGE OF 1. _j OPENING VARIES V-4" ZZ) r- CY) 10 i!Z 9 C.J C-i C'S C14 CN 221" VARIES CL 2 VARIES -M CN ZN 11-01, —104 :t -T (D 1 1/2" RADIUS — .1 S C_ CL) 0 -= 41" 2" Cj t, 4" 2 _zt: Sit 4" 2 1/2" RADIUS 1 3 34" 4" lur), a) W. —IN Ij co 31" 31" VARIES 2 2 2 4 3" BASE BASE 2 J2 43,,/ 31, V-8" 4 C'.) C14 4" CD 2 *NOTE: VARIES 8- 2" FOAM TO BE USED 19 3" ONLY WHEN V-16" 4" 3 4 1/2' W REQUIRED BY COMMUNITY SPECS. IF NOT, OPENING VARIES IS, 1-4" DETAIL TO BE —2 BUILT W/ STUCCO. EDGE OF 44� OPENING To the best of the Engineers knowledge, information and belief, 1-1/2" THICK 1-1/2" THICK the structural plans and specifications contained within these 101, drawings comply with the 2020 Florida Building Code - 4" Residential 7th Edition. Engineer's signature and sea[ is only for the tructural engineering portions of the drawing pages bearing 11.0 CN 101, 6" Engineers signature and seal. IWO (N ge, U) g W 214 E CD Cl) V) C� C,) Q 0 .0 w LI) 2 21 4 _W iogy C: -j iu� Lu C.0 CU LL EL in- g 1", 20 - 3l :15 4 6" (1) U) IL 0 Lid 'I W 1:0 Lu �2 1'. Z2 2- 0 cc) Z C=) > % < < z 0 U) W 00 1-1/2" THICK 2 L0 C14 21' 4 7�1 LID LID 74" < _10l 4" Cr 13 V-5" 51' 7" 1 2 5il V4 3 V) 4 (v Q 4-1 co C14 VARI VARIES 4 Lu 8 -3 01- " LO U0 t2 U) to L C) 6 C=) J) 122" 1 oig LLJ E C14 o LO VARIES VARIES U) 0 Ln N - C=) LO LID 4" 8" 2 Cl> 2 z U �2 < 44" 4� 00 6" 4" KEYSTONE F1 I U_ 3 .2 KEYSTONE Fl 1 z6 V) r --------- c6 E C14 I IN OPTIONAL OPTIONAL 19 obri, 00 IN 0, 8D E CD CO z 441" (D �0 z < t 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" M < CID 10 1, 0, NOTE: M 4 10. INSTALL OVER STONE, TYP. z < 0 04 FIN. TO HAVE TRADITIONAL C0 CD VARIES LOOK & SMOOTH FINISH C> CX3 W 0- FOAM/ EPS MATERIAL IS E JI 01 F2 ACCEPTED -OR8�: E NOTE: 0 9 FIN. TO HAVE TRADITIONAL LOOK & 2'- 1 l'-4" SMOOTH FINISH V-63" 5 5ill 646 4 14, 2 1 2" e FOAM/ EPS MATERIAL IS ACCEPTED 4 2 4 9 LO <� T-8" 7" LO 4" T-10" 4 (D ll-4" 101, 101, C) LZ cli CD (.0 0 00 - Cr 0 T_ C) 19 U) CN cli Cn L0 0 U_ 0 U-) cc CY) C14 00 CD LO CN LO 19t N 0*4 (.0 C14 2:1 0 E C:) o? ca z E C13 E Co 0 a) LO a_ _j _j 701, JOB NO 3-06135 2 SCALE AS NOTED SHEET NO. GENERAL NOTES: ............ ......... 0 1.5 LBS DENSITY STYROFOAM 0 POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH 1 11 1 1 1 1 [111 1 1 1 1 1 1 11 ­, T.- -i - —. -------- Tr_ I I __( ill � --Ii I I I 1_1 I T r , I I - - I I — — LO r- LID C-4 LO LO Cn C'4 LO 1`0 1: _4 IX E3 LO r- LID LO LO 2 C7 C) ��o C'4 LO PO LO LO rr C/) 1z: 0 -0 0 C=> CL E E 0 CL 0 C14 JB -2 CL. to C14 CD C14 LO 45 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES. - Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6'of the outside edge of a sink. This would include the receptacle installed for a washing machine, Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PEP:: DUPLEX OUTLET ABOVE COUNTER lk� WEATHERPROOF DUPLEX OUTLET K)G.F. 1. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET 1 rz�,v SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 6. 24 FOUR-WAY SWITCH $ R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX �_o WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE #P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) FC-H] CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL @ SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) NT TELEVISION (OPTIONAL) NT 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER WWII ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN 7K 1 CEILING MOUNTED LIGHT FIXTURE W1 ROUGH -IN FOR /7% OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANELCENTER 10 #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 1 50 AMP/ 200 AMP 10 #10 to WH 10 #8 to Range 0 #6 to HVAC METER MAIN F 150=2/0 0 200=4/0 in 2" Conduit 200 amp 150 amp r UNDERGROUND jDisconLnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/LITILITY COMPANY. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 2 11 ENTRY j, A 51N� 1�&OVV 14 OTO < W/ A PLUMBING RISER �/o To e MA " SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC TO Aii,,j BE VERIFIED WITH PLUMBER FIRST FLOOR ELECTRICAL PLAN — ELEV—B1 SCALE: Y4"=l'-O" C=; C'j LO CZ LU C-3 CL cc CIA E_ C14 cz:� 2! 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 8 "­v 0 IN (D "3 Lo o? t�' 0) co r- I- u- Lu c:' w U_ _j U W Z Rp' 'g Z M 0 0 C� Lu W 6 W Z co co Ci Z O� 0 LID ce) < Z W < U) Q) 0 V) LAJ V) E 0 < IN om r— Cv> Co OF Z < L� E C, E z I R F— 170 0 w Q� E < Z< CO ra t .0 < z 0 to < < 0 0 Z _5 Z 0 WC, n co <0 < -R .10 .2 C:) > LO LO ru F- 1­1 co C:) 02 :3 Q0 CL cy. CN 0 0 CN W 00 _j N M -t>� LO 0 0 CY) C) Lo CU 04 0') C0 c) LO It 04 < LC) E CY) 0 CU :3 LID Z E E0 0 'D (D _j < _j JOB NO: 23-06135 SCALE : AS NOTED SHEET NO. 4.1 t7l ,31;z U-) r- LO C14 LO L0 C14 0 Ln C I D LO r- LO C14 LO L0 Cr (n 0 -0 C) CID C14 i� U'l �2 C=) I rn C14 L0 C) Lo L0 K:r U) rn C14 C) CA- E 0 0 (D r 7 1-0 C14 C:) C14 LO Z to C14 C:1 C�, �2 Lr) >i 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. 150A1200A INDOOR PANEL CENTER NEMA 1 150AMP/ 200 AMP #14 to lights & outlets #12 to appliances and GFI #10 to WH #8 to Range #6 to HVAC MAIN IF2150=210 0 00=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. _�,eL 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. I ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET NT DUPLEX OUTLET ABOVE COUNTER K)W.P. WEATHERPROOF DUPLEX OUTLET F. 1. GROUND FAULT INTERRUPTER DUPLEX OUTLET FiiiF HALF -SWITCHED DUPLEX OUTLET L.11�-h SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) [5] CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) FN TELEVISION (OPTIONAL) FT-q 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER NMI ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN -11 IL CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT RECEPT. FC L L SECOND FLOOR ELECTRICAL PLAN - ELEV-B1 SCALE: Y4"=V-0" U C= CN C1. f=14 CN tj cc -0 cu CID Cj C`> To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, U) W dR 't E CD 8 C� cn cc ul 0 .2 -.0 .5 - - �; V) V) "? C/) r - Z� N 0 * & co ;t q -j LU i 13 ca LL �0 EL �e Z CU = co 9 I i Z-:g- Z� 0 Z, (D C14 0 W 0 2 1- ;) 0� c� W Z Z0 <. �1- L0 Cl) < W 0 < Z All 0 U) (D < < < Ln C14 0 4-1 C-/3 LU 0 V) L.0 CD Ulft V) C0 1­ LU E........... U) < 0 cz� C.0 cl'� Z, U- ce E ca- E 8 C::, c=) E 0 < Z QD M It 0 Z I . w , `Z, <,. "o 0 Z W 8 0 Z 0 W CD 0 '31 Mj 10 0 C:) L0 L-0 cc CID 0 CN 0 0 CN U) L0 0 0 LIL -�e ICY) U 00 Lr) -0 M N 00 0 LO L0 't 04 1171-4 < �0 -- (.0 (D E L0 (0 0 M �j LO Z E M E 0 0 -0 CU 4) 0 < 0 JOB NO: 23-06135 SCALE : AS NOTED_ SHEE7 NO. 4.2 I I I I I F- - r - 3 v _ m r[� r� u7 N u7 L0 L O N 0 J M rD O I N Uf m r- N LO L0 Cr v < co cV J L0 cc M N O LO / L0 O Cn O C O 3 f� Q N O d f— CD E O _ v C C d- C O Q O 67 LZ M 0 co LO 0 0 E- N c\O LO N 0 cn 0 Z W Q Q m '-ONE-1 ATTIC SPACE '05 SQ. FT. ROOF PLAN - ELEV-B1 SCALE: %4"=1'-0" C W _ N y M a 'aN� yy 42 N Co m o yc c � 3 � a' d CU u n CD a. ca ca 's `yly EPB' + MIRY •e croe� � �` 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. C. U ;., CD N CV m u�7 O C 0 r W N r x N O 2 4k LL. i4 i � C J 52S ti W -J W d UEL Y = E O 2i w °fitLL Z 00 O In M z a Z N O U U o ❑ ) Z N M 0 0 Z Z O Q � QQN 4 � rz U) M z Q) vN � � w� U�� _� 0 U, a L y qea �N U o N OI O� M CJ a o z Z z LJ ca z o zo Qw OL p ccU wo z© o a Cd E— B ¢ W W 00 O E O G 0 O Cfl (� Q Z a Y W Z tt co C -j ¢o 3¢ mo a, co a Q W 'A ¢ " z z o CIO T > g az y W m ¢ i O M d ¢ F OM ou > O d 3 C O i LO 01 Q CU C� vJ O Q Cr N S N �-- U r/ u) o m m LO O LL M 0 Lo ca N m LO N N Q r N Z z E O N m E p 6 O C d U J Q 0 1 _1 JOB NO: 23-06135 SCALE : AS NOTED SHEET NO. 5 L0 P- LC) C14 LO LO V) 0 C) (.0 C'4 '61 LO t2 C> f_4 L0 r- L0 C'4 L0 LO CN 01 L0 t2 C) I L0 Lr) V) C, -0 Q C:n a C'4 CD a- E E 0 LZ C�4 c:- LO Cl- LO im 1-7 Lq 64" Ri on 6'-0" 6-0" TYP @ 2 STORY VERIFY METER LOCPTION WITH BUILDER . 5'-4" 4'-0" 4'-4" 3'-0" H.B. t I 0 1 N N 1 0 0 0 E N 0 ' 7- ........... F= = = �=!j .... — — — . . . . . . . . . - Opp- C� 4E-R�F�LQGAT"— ELECTRICAL PANEL 2STORY L J — — - (2) #5 REBAR 1 rCC (D VERTICALS w/in �3 6--0" FILLED CELL rj5 01-01� -3 1/2" L Jirg-,, - -�Il f z - - - - - - F- L o? = 1 1 4" 1 10'-6" A 04 1 il 4'-11 I Ci I I 4 -0" ---i- "I IF Ci rr_ Eo b CIJ S Si SLOPE,, LAND LOW WALLS CHASE TO 2 I ISLAND _: EDGE OF SLAB 2" A. BEYOND WALL 3-1/2" MIN 3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY C? 4" SLOPE J6 3-1/2" MIN 2500 PSI CONC 6 FD LO -- /L=1 SLAB OVER MIL 2STORY PROVIDE 1 Y2" VISQUEEN VAPOR BUILDER TO PROVIDE 'C' RECESS FOR BARRIER APPLIANCE PROTECTION /0 �C (2) #5 REBAR SGD. REFER TO WHEN REQUIRED PER FBC VERTICALS w/ in I L (2) #5-S — — — MASON'S SLOPE FILLED CELL FOR WIDTH co C"! C\1 L TYP@2ri STORY P ROVI DE Y2" x 9 Y2" RECESS FOR FRT. DOOR -4" SL PE 2'-6" x 2-6" x V-0" W/ (3) #5'S E.W. A, 01-011 TOP OF CONC./ PAVER TO BE 4" F- BELOW FIN. FLR. 4 S3 2'-6" x 2'-6" x V-0" STUB UP TO 11-91, X-0 13'-7' 4" 12ND W/ (3) #5-S E.W. FLOOR PLUMBING LINE FOR A/C TO SECOND (GG FLOOR �3 C14 C? Ci --CJ �7 It 191-01. 5'-41-1 16 INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT TO BEAM W/ (1) #5 REBAR VE'RT ABOVE SLAB TYP @ ALL PLACES C� SHOWN HOOKED FTG. DOWELS 5" o? EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" HVAC CHASE -0.1 01 BASED ON L '-J LOCATION 5'-4" 16-3" 4) PAI TYP @ 2 STORY o? %C .............. ..... .... ...... .. ............................. N I , , , , * , 'N' , T , 0 0 � - i * * * * *N* NJ Wl , * , , , *� 0 0 0 zico H.B.� I? f- 3'-0" 6'-4" 6--0" � 2'-0" @2 )RY 5'-4" Z-2 3,, 1 2--1 R 5--0" FOUNDATION PLAN — ELEV—Bl_ SCALE: )/4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES, BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF 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 LF U-J! x w Cf) n- CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 1--#5 CONTINUOUS REINF. SEE FND. FOR ij, �1�1 QUANTITY �i p #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" C1111 CS Ca C-'2 "M CQ j= CA '%3 CN 6, co cu CL -C CU 0 C= Cj CU cc -C2 Ca IC-1 C2 !,t7 j- C, 4 0. 'C' L To the best of the Engineees knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 20 c,4 8 co 0 U) Lu o_ LU L LL L Z a C, -�6 C� �0 Fn Lu D 0 W z OD 6 0 Lu z L) CN L) U) d z W 0 U) Q) 4- L-U 0 LU V) 0�� (U) C) LIJ 414 d 0 0 CL, U) 0 co cl� cl� z z < Cd- E z '< E Z 01 co U 0 C1 CD E ro 0 01 0 < z < z z C0 .0 0, Z, z < z - i� 2' z ,0 W co CD co '0 C:) > r1r LO L0 4i 0) ca < (D 01) co C) =3 (0 rL (0 C-4 0 CT 0 L) U) 0 CO -t LO 0 LL 0 -�e 0*) L) C11) C) co 04 120 0) L0 (=) It N Lr) < (.0 -- T— 4i LO T- CV) 0 E co U') z (n E Co a CU 0- E 0 0 Co < 0 1 a) -1 JOB NO 23-06135 SCALE : AS NOTED SHEET NO. 6 STRUCTURAL SHEATHING (SEE C/S6 FOR NAILING INFO.)- 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END — 8d NAILS @ 24" O.C. TO BLOCKING STRUCTURAL SHEATHING 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS I dkSEE PLAN I '-rTRUSS BRG. CONNECTOR AT EACH TRUSS, SEE PLAN LINTEL SEE PLAN CO3) CANT. FLOOR TRUSS CONN. I SCALE: 3/4" = V-0" Lo CN LO LO ID C:- co C14 L0 t2 to C� LO 04 LO LO Cr to C-4 9 LO t2 Co C I D I C14 LO C� LO CD Lo Ln 3� -0 -ilz C14 E 0 CD E r 7 CD 15 LO 45 15 C� Uj ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft JIND SPEED (ULTIMATE) 140�O MPH flND 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 ISQ FEETI (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 -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: ASTIM F1 667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (24/16) or lV32" EXP. 1 P316) TILE: 1V32" EXP. 1 (12/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 1 " 4. vvr-lr_mr_ 1 ME: OrIC/A 1 nillitj 1 rilk�MINE00 10 ur-%r-tA 1 En 1 MAN 732 , OF'r-m 1 rl"Nu OriMLL Dr- FMO 1 C:Nr_U WITH ASTM F1667 RSRS-03 10d (2V27x 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. N N 1�� Cil 1 Cil 1 /X V/ 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 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" HTA2o 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 1 112" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 -10dxl 1/2" G H10A 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 - 1 Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HID ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - IF 4940 3555 w/ (16) 1/4" x 3" S DS WOOD SCREWS AND HDU4-SDS2.5 W/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 1005/915 8 - 10d x 3" JUS26 1000/1080** --- 8 - 1 Od P HUS26 1320/3235 1335/2820 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" 0 HUS28 1760/4095 1720/3125 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -1 6d x 3-1/2" R MTS12 990 860 14 - 10d x 1 112" MTW12 1195 1005 14-1 Od x 1-1 /2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMEN T (2) LGT3 6570-M 6960-F 4730-M 501 0-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HID (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR wl 12" EMBED W/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F W/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" Spi 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 1 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-1 Od x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Od x 1-1 /2" MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT 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. (A) OR 2 PLY ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") rAbIEN LAUH 1,D) Inubb OLD lu LACH 1,A) I MUOO I Ur kr1Vr1U �W CVr-MT IN I CrIOCU I 11,1U POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (6) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS R 2 PLY CAR t A) x C �IER INTERSECTIONS SPLICING q't 102 ONT LED ER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 54' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYR AT INTERIOR BEARING U.N.O. C-1) F3 7t� '9 112 .— cc 0— en CU W C2 C: CC L) vc cc Z 7a S LU L 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 beadng Engineers signature and seal. IN "N R W E �4 ofgr C:) co 8 t Z (D N 0 N IS, N U 0 a) �2 oo Ui 5 Lr) 'D 'A ca LLI Lu CL EL �c .;X Z 2 ,Z56 C) 0 0 2 Z, o' W W - Z� 0 L0 co z < IL < z 0 (n W El 11 M U) v) 0 V) LI) ZD E W 0 LML, ;F; ai C) 6T CL W < 0 E 0 E F— 03 00 C1 x . , . z0 01 CD E 0, '0 z -Z U.3 0 z C: < 7� C Z� z� �< 0 C/5 UC> <o �z CS � 0 10 4) > r L0 0) L0 < 0 CL 0 j (.0 O_ (0 CT 0 0 C0 LO 0 < C:) c) U-) LA') CN CD LO (.0 E E 0 ca L0 z CU E E 0 a. 0 70 0 _j < JOB NO: 23-06135 SCALE : AS NOTED SHEEr NO. 7.1 SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN - ELEV-B1 SCALE: Y4"=1'-0" I - _111RIFIFIFF —,I - 17— -------T a=4ft GABLE ROOF > 20 To 45 DEG. [4:12]-[12:12] ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT!5 25 ft AND SPEED (ULTIMATE) 140.0 MPH AND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG WIND AREA VALUE DENOTES PRESSURE MO PrM 1-1 VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2ir 3e jr 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.581 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 M/16) or lV32" EXP. 1 e3/16) TILE: lV32" EXP. 102/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN ly32", SHEATHING SHALL BE FASTENED vv I I Fi mo I Ivi 1- luu/ rNono-vo vu i, x I F f F­%�� - 1,J X. ) 11mli_ 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. /ON L0 r- L0 C'4 LID LD IV Cr C`O CD to C-4 L0 t2 5� L0 r- Ln C14 Lo L0 Cr V) 111 C, -0 C.0 C14 L0 �2 C cli L0 C! L0 Lr) ID 0 C14 C> C14 E E CL C, 0 r 7 04 CD C14 L0 ;6 -18 0- to CN LO V) A. W/ BLOCKING IMPSON MGT W/ (22) 0.148 3" & HDU4-SDS2.5 (10) 1/4" 2 1/2" SDS WOOD SCREWS (1) 5/8" ATR, I STORY 12) 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 - 1 Old x 1 112" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 112" G H10A 1040 1015 18 - 10d x 1 1/2" RT1 SA 1 1020 1160 9 - 1 Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- wl (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -1 /2" HTT5 5795 5/8" ANCH. /(26) 1 Old x1 -1/2 K HD3B 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR - M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5w/(10)1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 1005/915 8 - 1 Od 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 - 1 6d x 3-1/2" R MTS12 990 860 14 - 1 Od x 1 1/2" MTW12 1195 1005 14-1 Old x 1-1 /2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS 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 -1 Old x (1) 5/8" ATR W/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F W/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 31 00-M 4520-F 31 00-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" spi 555 535 10 - 1 Old SPT22 735 8 - 1 Old SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-1 Od x 1 1/2" HHCP2 680 570 (20)1 Od x 1-1 /2" MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W1 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") TASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC, (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 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 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYR AT INTERIOR BEARING U.N.O. (A) OR 2 PLY 'ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SCALE: )/4"=1'-0" cz ­4 cla LZ Cc CN cu C* Fq 4, CU CU W cm C: Cx U 3 Cv L= Z., to Cx -C2 �N%l A 0 ro �v C � C-4 - cp To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. s- W'�g' Al iml Rlnfii N E 8 0 No 0, CD C '0 0 .Rp C, C: _j uj M U_ a- _j LL] 3 z Z IL 2 9 W LLI Z (" �2 8 o - M z U) cl� M oo — d . N < & LO Z 04 C0 z < C 85 .......... jN W E -1 E < U) Q) c') 4-1 LU U 0 V) Ln L_U ia� L.0 E 0 U) 0 < 0 CD c.0 cl'� C"i z MIF E E 8 < 6 '08 z C1 E t 0 z ra C) < I z z <� 0 W C-) CD < 0 z T 0 R 0-, 0 U') < C13 co 0 CL (0 CT CN .. 0 0 U) CN LO +_j 0 0 U co co C) 00 0 LO LO CN It C14 (0 (.0 T_ E LO (0 i6 1140 0 z M z E 10 - ca cc CL E 0 0 0 _j 'a < _j JOB NO: 23-06135 SCALE : AS NOTED SHEET NO. 7.2 I I F M --FT-7--7-1 F i I i 11 1 1 1 1 fil All 11 �:1 , I __ J_ I — — — , - — [ C" LO r- L0 C'4 L0 L0 C14 Ln t2 C.0 C=) LL L0 C14 L0 L0 0 -0 :2 01 C> C.0 C14 L0 �2 C I Cli L0 C� LO C=> L0 LO Cn 3_1 0 C_-) CN C, M_ E FT E 0 Cl- E 0 C'4 C=) C=> SN GENERAL INSTALLATION NOTES 1 . Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of Untel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/1 80. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load Safe vertical load Safe horizontal load <1 .0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS % = i I' FORM & GROUT SOLID J- of 10 0 8F8-1 B/1 T 8F8-0B/1T 8RF6-0B/1T b L<1J 0 0 0 0 0 ��#5 BAR CONT. 0. 0 R T�F!1`14-013/1`T 8F16-0B/1T 8F16-1 8' 1`14-113/1 B/1 T 8F12-1B/1T 0 0 8F20-0B/1T 'V" LINTEL DETAIL 1717_�W_IEI 7� F=f I �_W- SCALE N.T.S. M E TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED r AJ R = RECESSED QTY. OF #5 6 REBAR @ BOTTOM 4 OF LINTEL CAVITY 4 < Ld A 4 B/1T Z 4 W-16- 00 16 2 0 Z tNOMINAL QUANTITY OF WIDTH #5 REBAR AT 0 TOP NOMINAL- 0 HEIGHT 8"ACTUAL #5 REBAR AT TOP MIN. (1) REQ'D ALTERNATE POWERS 1/2" 1CLEAR STEEL LINTEL .qF__C. M. U. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR -GROUT 45 REBAR AT Wu BOTTOM OF Z h- LOU U) LINTEL CAVITY UJ 0 USP d BOTTOM X 0 M C) 0 Z REINFORCING (<r < PROVIDED IN Z 0 Lu G� LINTEL < ao W 0 10 (VARIES) 1­_ U) Z?5 M d- S \-C. M. U. -#5 REBAR AT B( AS INDICATED MATERIALS 16 GAUGE POWERS r.7c_p_r_ec3`sFTmteIs = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3GOO psi w/ 4. maximum 3/8" aggregate and 8" to 11 " slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. 1 . Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A51 0. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. L�NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitluos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E,O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 1 Od NAILS & (8) Y4"xl J" TAPCONS OR TITENS 'CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE WIY2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END RUCTURAL SHEATHING TACHED PER NAILING ;HEDULE EE PLAN (WALL KNOCKOUT COURSE (1) #5 CONT. E PLAN FOR FILLED CELL ACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" 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 0 ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 4'-6" LL C� 6-16" LL 5'-10" LL (�)IVIIN. 5'4" LL idHiHill 9'-3" 13' (:� M I N. 17'-4" ILL 6-8" LL X 5-8" LL 5'-8" LL 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: Y4"=1'-0" U") LU CD C=k cc 0"i co C14 L4_ cc = C,4 C= C14 CD CU CL W C3 0 L) Z E % LL L A Z\` ..V To the best of the Engineers knowledge, information and belief, drawings comply with the 2020 Force Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearng Engineers signature and seal. W E 0 M' 8 2 0 'C�101 ID C �P CD ar, U_ Lu u_ �E Z Lij U) tfv& C� W W 0 2E r,- 0 %L Z Un 0 L,) CQ Z a C'4 < E 0 6 0 < L) Z W 0 U) El El (D < V) 4-1 U� 0 V) un L_U ci, �41 w E :F C) o U) cc) cu E CD_ E 8 oo E 0< Z t �z U3 0, Z < 0 W C/D C-3 co 5- 0 C) LO L0 < ca co C) CD (.0 CT 0 0 c1q M - LO 0 < 0 ILL CY) 0 LO LO CN < L0 a) E (0 L0 Z M Z =3 E (D - CU E 0 Z 0 _J -0 < _J JOB NO: 23-06135 SCALE : AS NOTED SHEET NO. 8 I _T_ F I L0 r- Lr) C'4 L0 L0 cr CAD C14 0 __j L0 �2 CD CD C14 Ln C14 Ln L0 :Q C> to C14 9 L0 t2 to C) L0 C! L0 5� Lo LO 2 0 :3 C7- 311 C, 4� I—, C14 C�l C14 CL E 1-21 E U:5 9 CD C'4 CL- C14 c:- LO C, V) NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT INFESTATION, ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, ORCA-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 (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR, 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (11524 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 j/2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6TTMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2,2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNIDER 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 20011b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND LJ240 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 DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR ILL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): 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. 3" 2" 1 y2" Y4 " CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-l-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W1 (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 W1 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 SPIF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TP1 1-2014, BCSI 4.4,8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W1 TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4. 10� INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.1 NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4� ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION � CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracone treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 . FBC-R R318.1 - "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s systems including all risers and ,Trinkler spray hea s shall not be installed within 1' -0" of the building side wall, 4� FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and 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 subse uen, installation of tra q P etc., shall be made with permanent metal or plastic forms. ermanent forms must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required, 9. FBC-R R318.1.5 - qncrete overpou and mortar along the foundation perimeter must be removed be ore exterior sofireatirrient. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vprtical chemical barrier must be installed after construction is complete, including landsca pin' and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department b i licensed pest control company before a certificate of occupancy will be issued. TKeacertificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0 GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESS I ONALS'S HOP 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 1Y811 DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. LU C., ca LI- CM "I M. 01 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. W E 0 8 0 �'Q 00 U:3 Iro- rl� CN CD 0,) LL M LL U- LU 0- Z LU C', CL C) W C� 0 :3 M r 0 W 0 2i C, U) Z LL 0 Ce) Z C14 < X 0 b Z W La Q) Q ) 0 V) LU U Sk. E 5 o ul o cO z z z < __j U- ,6 E z o C>- F= I z q CU ru , o w oo CL E < � u o � 0< QL) c z o � z ra 75 C C: < w2 z 2 o2 z z < 0 � u 3� 2 < z < z . < clz?, "R � 0 o < 6 2 C:) > L0 L0 CU (D co C:) :3 (0 CN 0 0 (N U) 0 M C- LO 0 T1- < 0 LL 0*) Lo -0 Cal C0 -0 c> CN Q) E CD T­ Z Z E 10 d) E 0 '6 IL < JOB NO: 23-06135 SCALE : AS NOTED_ SHEETNO. S N 01 LO LO C�4 LO LO 0 CN C> 11 LO t2 U'> CD I Ln C'sl r- LO LO LO C> C�4 LO �2 LO V) > 10 E 1.2 W W E 9 -2 C11.1 C> C14 LO 45 -15 im 16 CL C14 C> LO h; 16 UJ F THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING .... ........ .... . ... ...... � r..S� - ------- ............ I ..... I - . ........ . . I .... . ..... . . ........... �. X: - ro . ....... ....... ............ .... 16GAX1-1\2" LONG (3/4"-1" CROWN) - 7M. ... ... . .......... t STAPLES @ 6" O.C. VERT BETWEEN AX..f. ......... 16GAxl-1/2" LONG (3/4"-1" V STUDS (NOTED THUS:-) - OFFSET ROWN) STAPLES@ 6" C: O.C. VERT INTO STUDS STAPLES BETWEEN STUDS AS SHOWN V I (N OTED THUS:-) V 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** 101-01, TANK -LESS W/H N. CORNER OF HOME H C G GARAGE SIDE 000 V STUB -OUT FOR 0. 51-011 < '0 U-) L =9 0 GAS METER 0 9 0 0 MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUN' RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOE NAILS 2" X 6" @ 16" O.C. 101-81, (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" 0. C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19--3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-l" (2) 16d TOENAILS 2" X 6" @ 24" 0. C. 8'-6 (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 1514" (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 BCI8Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1- 1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel 902.0 2 x lumber Double 2 x lumber FILL CELL U) uJ IX CONT. #5 STD. 90' BAR HOOK STD. 90' HOOK BOND BEAM SIMPSC t wl (22) NAILS I 7s- CONT. #5 BAR #5 CONT. 5/8"0 THRU BOLT FROM FOUNDATION TO HIGHEST ____1 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN i SEE PLAN FOR REQ'D PLYWOOD FLOOR '44" COLUMN AND____,,,--' SHEATHING PER PLAN CONNECTION TJ I TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID L BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2" max Small gap " . max. A 7 Clinch nails when V possible / / 1 1) Support back of web during nailing to prevent damage to web -flange connection. Tigh 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. t fit 2x4/Pl wood/OSB web stiffener 2" min. 4) Place joists together and nailfrom each sidewith2 rowsof 10d nails required when indicated or 4" max, 16 6-16 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack L' *Non -stacking walls over squash=20 blocks and 0' re quire additional wall or beam below.* k consideration. Check local building code for appropriate. details in 4 One 1 Od box z areas=20 of high 6 or=21 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap . BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 plf max. along bearing wall Boise Joist Blocking Use 3" (1 Od) nails at 6" o c Required on interior walls for vertical load transfer Load bearing walls when load bearing - for lateral support when joists 2 meet over wall, or wall stacks directly over wall or 71 Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End I Intermediate BC1 50OOsP 9-1/2" � 2-8d I 2-8d 11-7/8"� 2-8d I 3-8d 14" 1 2-8d 1 5-8d (RD BCI 6000s BCI 6500s@ 9-1/2" 11 -7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC1 60sY 1-718" 2-8d 3-8d 14" 2-.8d 5-8d 16 2-8d 6-8d BCI 90sw 11 -7/R" 3-16d, 3-16d 14" 5-16d 5-16d " d 6-16d SIMPS( w/ (22) NAILS I RTRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION 1111� beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 'oc' he , 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing E 3" max JOISTS OFFSET Provide adequate bearing for each lapped joist. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. Od nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table, below) D (see table below) A ROUND HOLE MAY DO NOT C T HOLES 6" 6" 6" BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT 67 -ZLIND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" A ft Any 16, joist Span (ft) I V­a' I �-1 " T-2' I �-Z' 1 �-3' 1 �-3* 1 �-T' I �A I " 24" 2-9' 3-2' 3 -7' �_2 1-a� 1 �-1 " 1 '-Z' 1 �-2" 1 �-3' 1'-9' 2-4!' Z-1 I " 3�-7' 4!-,-' 4�-9' 94, 16 1'4Y' 1. TA T-Z' 1!-2" V-7* Z-jS' 3-2' 3-10" 4-9" 6-7 6-4' 7 -0 20 1 -a, 1,-Z: 1�-2" 2�-17' 3AY' 4-iY' 1 4-10" 16-11" 16-11" 7' 1 T' 8' 11" 24 I'-U' T-11" T-2 i V-3" 2-6' 3�-7' 4�-9' 1 6-10"17-2 . I & -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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE li/2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL t�g 4: am 11 i _0 Backer block (12" wide min.) Nail with 10- 1 Od nails. nstall tight to top flange, 7­14. —.. ht to top fle N1nstaIltig, SLEEVE THRU STEM SEE PLAN FOR *4 FOUNDATION INFO Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs, Install tight to top flange. 1/4"-2" gap — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist T depth I -JOISTS BUCKETS N.T.S. STEM FOUNDATION GRADE /-REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. INSTALLATION @ MID SPAN SIMPSON I w/ (18) 1 Od NAILS UPLIFT= T TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PI�E PENETRATION� 12" BELOW GRADE Cd 'a I - NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) - PLUMBING LINE PVC OR SCH40 SLEEVE 4 4 I­ SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION /PVC OR SCH40 SLEEVE -PLUMBING LINE r- < SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 4 4 4 4 SEE FND. PLN. SIZE & REINF. C ie LO Cz C= CL C-1 C= C%q -T M P- 0 11,AV A%, -) q ZZ K:;C ys A- J U, 4z_ r'� !A&> C, P I �;p To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 017-1 5*1`1�01'1111.", N 8 E 9 0 UO C-, No 1� Agh 0 0 UIR 0 5 0 tLp r�. 0) Ch u_ W LU C\1 0 C g ID "I _ u_ co u_ co _J - 3: =_dy, 0 z I , -,t _2 M 0� W M w 0 < - co 05 c� z W Z cc) z 0 !..Y U� 0 7 L U) z 0 d 1:11-] 1:1 (D = C, .0 < F� 0 < < 0 LU C U 0 V) VIM V) CD LU 10 E a - U 8 0 co C"> cl-> 0 < U_ C6 E 0 ca 0 -0 ­ Z �6 < z @ (6 E no z C", co no - C C: -3 8 , no C10 :�_ I 0� , EE �z � W W C) A ; � _�' W F,-- 0 cl�. �r 0 r_ 2 C:) E2 r LO LO C) :3 (.0 N 0 0 N J U) 2 CO LO 0 +_J LL 0 _�e M 0 co C) LO -0 co N LO CD It C14 LO 04 < C.0 a) U') T_ _>1 CY) 0 E M -E M LO z E 10 (n T cc CL E 'a 0 Z -0 cc _J < 0 1 a) _J JOB NO 23-06135 SCALE AS NOTED SHEET NO, SIN 1 Z C) �2 CO I L0 C) C:> CAD I t2 Cli WE :19 C14 C:) I 0 I E E 0 C'4 CD C14 C'4 (=5 S14 Lo 45 16 L'i 8l 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES FOR UNDERLAYMENT 2x #2 SPF STUDS @ 16" O.C. W/ (2) 16d TOENAILS T & B V F2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 0'-1 (R302.1 1) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C & c� ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" I'll FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Ill l FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER v SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE wl ASTM 9 D7158-CLASS G or H, or ASTM D3161-CLASS F, IN 12 ACCORDANCE w/ TABLE (TYP.) VARIES R905 2.6.1, FLORIDA BUILDING CODE' 7TH EDITION - (2020) 8" RESIDENTIAL ROOF SHEATHING - SEE INSULA � 4 LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 5/8" OR 1/2" HIGH ----- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL-) NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL W/ UU I UFLI11-- I ELEV. VARIESII SEE TYFI WALL SECTION SCALE: 3/4"=V-10" -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS - 8"l 6" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL -TYPE 'IS" MORTAR -ARCHITECTURAL FINISH 1x2 PTWD FURRING @24"O.C.-/�N 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ I /—NOTE:EXTEND W1AXW1.4 WWF OR DECO FINISH 4" to IY "IFIBERMESH" Z BE LOW GRADE ;2� 00 6 MIL VAPOR-/ 80 BARRIER 4 COMP. SOIL. IT (COMPACTED TO 95% EE MODIFIED PROCTOR 'T 1-1 7 ASTM D 1557) 3" MIN. Cl (2) #5 REBAR CONT._/ ON 3" CHAIRS TYP. �1 '-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION Ii'll �A SCALE: 3/4" = V-10" �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVEl T Cl) 60 4 IF :=T f l SEE A/S3 OR J/S6 Lll L117-11hi-li - I T, FOR REINF, INFO, 3" MIN. CLEARANCE 114" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOl 4.— GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. GARAGE SLAB AT STEP SCALE: 3/4"=V-10" \11n 2xS.P.F.ST DS 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P T STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"11/4" TAPCON S *SIMPSON SP1 SPACED EVENLY w/ (10) 1 Od NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED �GRADE MONO OR STEMWALL---,, FOOTING MONO SHOWN FOR CLARITY 00 z NOTE: *FOR BEARING WALL CN W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/411=1'-O" SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"­\ z GRADE A 00 F1 RHEELI �E:i r= ;L ! 1 �r= 1 [=� IE�I a T7 ... ... 1-7 I�Ed I FEI I 1=1 I F�,I I 1=1 Lt. #5 REBAR Ill OPT. I.F EN ENCLOSURE QRE ... .. MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-10" "i S3 BLOCK WALL BEYOND EXPANSION JOINT 13" .9 O.H.D. RECESS C1) A 4 4 Cl) 80 t4" I SEEA/S30RJ/Sll L'i _LI _l1I I =,. 4-1-4 51 1_11l FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STORY) 1 '-8" 1 ST 2 RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1,,,S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. _Tl 5/8"OR 1/2" HIGH STRENGTH �V7 (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 Ill (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S. B. SHEATHING REQI FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB I BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"' x 10" "J" BOLT @ 24" O.C. W/ —1 2"'x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" Al (ALT: 1/2"x`12" TITEN HD @ 24" A. F.F. O.C. OR 5/8"1 O'WEDGE ANCHOR @ 24" O.C.) 21' z 3 1/2" M IN. ELEV. 4-3 1 'Z' A. F F U_ CN oo vit 7/l _-NIIIII'll --FAF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN 1PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ONNECTIONS. CONNECTIONS, S.P.F. DOUBLE TOP PLATE 21 S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 1 Od NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" Ill BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 101 (l 1) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 101 (R302.1 1) (ALT: 112"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"xl O'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24- O.C.) ",�I SIMPSON SP1 Ill (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 Ill (10) 1 Od NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL 6x6W1 4xW1.4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH 3 1/2" MIN. 41 , M=I I 1=1 1 Il 1/2"(min.) 4-� 1/2"(mil 4- 00 3117(mil LIF11�, 11 IEI I F:7FE F,,L EE] 1 4., -,11 IFFLI I� __W 7 7f 4" (2) #5 CONT. 4" 1 1'4' 8" (2) #5 CONT. 1� ... U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL (@ STEP (@ SHEARWALL Ill �C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE: 3/4"=V-0" Go 't". SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALl INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 2x STUDS@ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 nOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X FIT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED r- BAR PER MFR INSTRUCTIONS _#3 OR #4 REINFORCING BAR GRADE 40 MIN. l 40ksi #3 & #4 LAP SPLICE I> �'. FINISH GRADE 00 M 25"MIN. LAP l MIN. LAP] [GRADE 60 MIN. Fv= 60ksil t> 6 MIL VAPOR BARRIE'l R, Ill. .. rf� 7717— , lxx� �X,14 ��A 1�11 1�1. R 17/8" #5 REINFORCING BAR 0.5 1 All Irl COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM TM� I I 1�-�17 D1557) —HiLl 4" 1 11 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2 HOLD GYP. Bl 1/2" FROM SLAB 01 CONT. BEAD SEALAI -01, INTERIOR -3 1/2" 'A CONCRETE NAILS W 1 1/2" EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB--. 4 F_ 6 OR BARRIER [ 4" 14" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/,l - 2X STUDS @ 24-1 O.C. U. N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. ON FLOOR PLAN CONT. BEAD SEALANT x 6 W1.4 x W1.4 WWF OR FIBERMESH 1�, -A K S3 SCALE: 3/41 'I'll S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) vy' I v' 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM I AT W END OF 2" x PLATE W U) I> W W Cn (2) #5 C011 1=1 lj7-=[ 111 ... U ON 3" CHAIRS (TYP.) 8" 1'4" 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4' il 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 CN C� WWF OR FIBERMESH 9 81, ;;b I -All SPLICE TVPIrAl INIT PIOP PPAPIKIr, REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. �3 SCALE: 3/4"=V-0" VARIES a I I A 1 A SEE PLAN FRAME -DOWN FALSE BEAM W/ (3) SEE ROOF PLAN 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO 1 114 nF_iIII Fill S.G.D. (U.N.O.) [ A , A WWF OR FIBERMESH 4 4 SEE PLAN FOR X cl�l & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN 4 (2) HTS20 FOR STRUCTURAL 00 q C') . . . . . . . . 7 BEAM SIZE & Tff. CONNECTION INFO .1 1 2X4 P.T. PLATE 7/16" O.S.B. -JES-PAN COLUMN LOCATION 7 0 M-1 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 I . I I I I MIN 7/16" O.S.B. SHEATHING 8" z 0 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 l SCHEDULE W § SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. Uj COLUMN SIZE AND BASE LU LU CONNECTION INFO. SLAB STEP & RECESS (@ S.G.D. Ill SCALE: 3/1 OCYHOC: ') A D T DThfi 131 ATC: SEE DETAIL /D1 F R A. . Il 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. MASONRY WALL AND ATTACHMENTS & 18/l PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS I TO FOUNDATION PAD E z 0 CONT. FOOTING STEEl C/) LU SIZE VARIES PER PLAN Cl) w/ MIN. (2)#5VERTICALS 00 Z 2 GRADE du FILLED SOLID (SEE PLAN FOR 1 7 = UJ SIZE AND REINFORCEMENT) U-1 0 _j 7-1 Z M LU 0 LU 5: LU BRICK PAVERS or SLAB PER 0 LU U) LU 00 COMMUNITYSPECS U_ < U -0 r I N. r L I'l. (�Ift lqv - An"I SCALE: 3/4" V-0" '�--FOOTING PAD REINFORCEMENTJ - BEYOND 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL �N SCALE: N.T.S. �3_ Cl C*�j cm C'm CM -I CM I I 5. ex CC V 'Ile CD Op ,elf 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 tructural engineering portions of the drawing pages bearing Engineer's signature and seal. t AAM E 8 8 0 00 . -,, co rc� � U� co q 13 Lu _j uj z i W 021, 0 -M 0� C� ',a W IL 00 z <r co - z < 1 0 < L) 0 W (D L2 or) Cz UOL 0 _U 0 ZD I U) C) 2 8 :G (1) C) 0 Cf) < 0 C.0 0 V5 E E Ca 0 00 0 < 0 0 z C 2: z < 0 W C> < 05 X0 0- 0§1 2 rl Lo LO (D 10 :3 (N 0 0 CN 6 _j L0 0 0 ILL _�ll M U 00 I 10 0) C14 120 1 Ll LA') < E E U') 6 z cu z :3 E Il 1 in M E 0 0 I _j < 0 1 _j JOB NO: 23-06135 SCALE : AS NOTED SHEET NO. S3 (MONO) -F-----T- __ - F_ -I I 1 1, - _. i _17- I I F_ I . I I I . I I I I �, I [I I I I � r 11 r I - A I- - I - - I f1f zi; LO LO LO 9 0 0 :Q co C'4 C.0 LO �2 C:) I LO LO LO C-4 LO E co 0 �2 01� C> CN LO 5�q C14 LO C� LO C:) LO LO FD 311 0 0 C14 E co a) E 0 CL Z� 0 LZ C14 a; 0 0- C14 CN LO as 0 1=1 Li V) (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 HEADE SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION /1 CONNECTION SCREW OFF CAP 3" DIA DOUBLE 2x TOP PLATE . FOR CLEAN -OUT __`�2x DEAD WOOD @ MID POINT w/ (3) 12d MIN. EXTENSION FROM TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM 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 INTERIOR 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) 10d @ 8" VARIES O.C. TO EACH HEADER FACE ///-7 �1171 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. �4 12 SEE TYPICAL WALL SECTION SEE ELEV. ,----,—PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S. P. F. STU DS @ 16" 0. C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 W/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD _.__j AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + STUD W/ (3) 1 Od NAI 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 6a NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONIC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK Ir 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 GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \----ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT SCALE: N.T.S. �4 7 5/81, 8" 7 5/81, 8" 7 5/81, 8" 1STCOURSE 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 B� "J4 SCALE: N.T.S. � �4 KNOCK -OUT — BLOCK W/(l)#5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 �,�jj 11 /_11 11 4 8" STD. WHOOKJ 8"-,-- LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 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. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL—� N < LU > 0 FORM CREATES CONCRETE RECESS TO 0 RECEIVE GARAGE DOOR AND TO ALLOW 2X4 (N m-7 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. GARAGE DOOR RACK MOUNTING BRACKET 8x8x16 C.M.U. ...... 7, 0 /�-� 1, GARAGE DOOR ROLLER z/ GARAGE DOOR TRACK ME CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL L SCALE: N.T.S. 4 ;1 1 POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHEDFORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 01/0v 2x CRIPPLES @ 16" 0. C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 11/2" 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 -(j VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2 x 6 P. J-BOLT TRACK BRACKET FOP iARAGE iOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. 1\,��4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUD SIZE EA END EA END EA END EA END SIMPSON 11 -4- (1) (2) (1) (2) (1) LSTA 30 4'- 9' (2) (3) (2) I (2) (1)LSTA30 9'-16' (3) (4� (2) (4) —1 (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: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W1 (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE -'---2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ,_� SCALE: N.T.S. �14� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" C. A A 2X STUDS @ 24- O.C. 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE Tx4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER7;50 SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" OIC EDGES & 8" BLO KING LU O/C FIELD n 2x TOP PLAT E \�2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT Z� O.C. MAX. P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) /8"X10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE E SECTION ,,--2. D -.� H _4 \--simps6N SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- --i I W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE wl MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/(12)16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 4(9,, SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALL f EXTERIOR STUDS W/ Y�16d TOENAILS TO P PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL SCALE: N.T.S. F= 2240 LBS SIMPSON (�C P.T. -ATE olivit"JUN 01`4 � SP2 \-r SIMPSON 1 O ST : J- M I TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL D ETAILS RECESS LINTEL \\�NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON Spi SIMPSON-, SP4 7 -:F� 2X8 P.T. BOTTOM PrTE I C SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON - Spi SIMPSON SP4 --\ ON� S I M PS SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL/"'j P4 2X TOP PLATE OVERLAPPING NAILS @ 6" NGGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE B "J" BOLT @24"O.0 MAX (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " 2X8 P.T. BOTTOM PLATE 5/8"x`10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. 1\ �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) 33 (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. Z & NUT 'OXIED A.T.R. Z & NUT 0XIED A.T.R. I & NUT ROOFTRUSSABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X 10" J-BOLTS @ 2'-0" O.C. 'MASONRY WALL 1 Od NAILS @ 4 1 Od NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4 PLYWOOD O/C BOUNDARIES 6" O/C EDGES SHEATHING to & 8" O/C FIELD SIMPSON SP4w/(6) 10dx 1 12" (USE SP6 FOR 2x6 WALL, USE —PLYWOOD SP8 FOR 2x8 WALL) SHEATHING * SIMPSON SP2 wl (12) 10d NAILS MASONRY­- 5/8"X10" J-BOLTS @ 24" O.C. * SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0- MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. CU Z,; cc =1 0- -M C-4 '- 5, �z Z C, -= "q _;k �e t S, t C-4 '7 slot N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for st the ructural engineering portions of the drawing pages beadng Engineer's signature and seal. og�g 83 Kom 5 6 s, 0 u7 u Co LL U_ _j z M C 7ER 0 Ca 04 0 �c W 02 W Cr 3: Lu Z 00 Ci M U� C,4 Z < LL CO b of 0 3 < 0 z 0 V) W 10 0 Q) CD 4-1 G) 0 V) Ln =D U) 8 0 co 0 < U_ E E CU rd ;� � 00 E 0, z 10 < 0 U.) C -§� E < 0 " '0 1. 0, z .2 �z _!5 8 0, ;t � 0� z 2z 0 0 65 < Cl> -0- 101 0. � -< 2 C) 0� LO 6 0) < (0 C) :3 CL 0- 0 0 _j U) 4-J 0 4-J ILL 0 U CIO C) Lr) r -0 co M 04 0) -0 0 LO LA) <CD E LO Z, 6 z C5 z E C) CU C E 0 0 _j < JOB NO 23-06135 SCALE AS NOTED SHEET NO. S4 -3c: Ck� Ln r- LO C14 LO LO 2 0 V_ V) 0 -0 :20 CIO C14 01 Ln W) ce: M LO LO LO C111 LO Cr C) C14 LO t2 to CD I Cli LO C� LO a LO C-4 NO CD E C0 Q> .0 9 (D C14 C> C14 �2 LO C; C) 16 C11 C=) C14 SIMPSON HGAMV W/ (4) 1/4"xl 1/2" S DS SCREWS TO BLOCKING & 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS---\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/85 BACKNAI L wl (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BAC KNAI L w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 6 IF 45'± z 45' SEE STRUCTURAL NOTES AND NAILINGY 2x4 CROI 3 BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ F-011 O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d 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 & LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. _-,----FROM BLOCKING 7/16" OSB SHEATHING END 1 GYPSUM WALL BOARD ATTACHED W/ 1 Od 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 -OE �iL OSB SHEATHING ATTACHED 1 0dXTi @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS wl 10d NAILS @ 6"O.C. THROUGH CHORD M CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE R TRUSS) SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING] DETAIL 2"x4" CROSS BRACE—\ X x APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 10d 2x4 CROSS BRACE APPROX. 8" & (2) 1 Od TOE NAILS @ z FROM RIDGE FASTENED AT EA. END V EACH JOINT wl (3) 1 Od & (2) 1 Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1 "OR 2x FRAME WALL (SEE WALL SHORTER) //-- SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING ,,-1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED � (2) 16d NAILS W/ (2) 16d TOENAILS 2x BL t 2x4 "T" ON TOP OF PANEL B NOTCH 1" BRACE H N x . . 2x4 PANEL BLOCKING @ 48" O.C. FOR OCKING LOCKING�l WEEP SCREED 2"x6" P.T. SILL ERE THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL FASTENWITH 10dx3"@4"O/C SPACED 1/2" x 8" "J" BOLT @ 48" O C INSTALLED PER MANUF. . . WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. 1 ILS BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 64" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1 OW" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM T 0 N INK 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. �5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL--,,,,. CHORD BLOCKING NOTES AND NAILING x INFORMATION 00 00 SCHEDULEFOR Ix -111, SHEATHING DETAIL BACKNAILw] 2' (2) 16d NAILS -WOODTRUSSES co - 50 4-- 00 lx4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE ATTAC H ED W/ 2 - 16d 4i� 4�� NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAM I NATIONS 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" OIC 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. x7 LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLETRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. 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 W/ 4� 10d NAILS @ 4- O.C. TYPICAL GABLE TRUSS W B DOUBLE 1" BRACING DETAI SCALE: N.T.S. 2x4 "T" BLO 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.�� pfil TYPICAL W �4� - i 4.Lj — E GABLE TRUSS WEB SINGLE 1" BRACING DETAI SCALE: N.T.S. DIAPHRAGM 48" O/C BLOCKING @ GABLE TRUSS TRUSS VERTICAL SIMPSON SP2w/(12) 10d NAILS AT EACH STUD _7 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE FASTENED WITH (3 SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDE r3 SECTION SECTION SCISSOR GABLE 117 BRACE( SCALE: N.T.S. SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S. REV. 06.08.22 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 -WOOD TRUSSES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLETRUSS x -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED SIMPSON HGAM1 OKTA W1 (4) W/ 1 Od NAILS @ 6" O.C. ED) O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4' JACK TRUSS TITEN TO CMU SEE PLAN FOR CONNECTION 2X4 "T" ON TOP OF PANEI EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C L 2X4 BLOCKING W/ (2) 12d TOENAILS J, P NON - LOAD BEARI G LOCATION (D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION (" 9 SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. �5 SCALE: N.T.S. IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT 2"X4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. TOENAIL i (2) 16d NA 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.C. ALTERNATE NON -DROP GABLE END DETAIL 1 0� SCALE: N.T.S. �5 GABLE TRUSS S5 1" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. S5 S5 PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/(3) 10d x3"AT r EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM -MASONRYWALL ARCHITECTURAL FINISH _N NON - LOAD EXT. WALL CONN. 'C-V BEARING LOCATIOIk (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-10" T-10" - F-01' 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1)"L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2)"L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"xl 1/2" SDS m"Mr"' GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE S CONTI d LU d LU - zt z b W 'IT C? C) -1 It Uj 1 Lu -71 1 1 NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) /1BOTTOM CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4--0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. C, C SCISSOR TRUSS 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 12 6.91 MAX- XA/r)nn PP,&KAPn lnApi f= P:rxin PzP,&rwr_ nP:T,&Il FOR WIND SPEED SPECIFICATION SCALE:NTS 2X4LEDGER --SIMPSON LSTA18 DS @ 16" O.C. C%4 ze U11111 CU Cj - -2 ;� Z a! cn cc t- _ -0 CN = ej Cc -a! 03 CL '3: a_- Cj :g: W '� CU 0-- 'n x2 E 0 a- Q �0 IF CIJ iF S S 10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the tructural engineering portions of the drawing pages bearing a Engineer's signature and seal. W 11 ,r E 8 I I? - 0 r- k0 %". 1 0 �� N "I CD a; q _j Cz u- U- 3: V g z _j __ UJ ='O EL CU �,I. E--'C' W 15 Ft 0 Y 0 2 x ul 0 M z vh� Co 1� zo . Lo t < co a CN 0 3 00 z �kaw: W 0 W 0 1 (D CD 1:2 (3) CD 4- M LU V) LU E 0 U) M < 0 M z LL_ E E Ca < 61 M6 'o '0 E 0< z _CiF .0 2 z 101. 8 < 0 0 C/3 2< E - z . . W C) co <2 0 T11 1 -0 T 10 � I 0 0(=) LO < (D co 0 (0 :3 CL (0 _j 0 0 U) co M V) Ir- 4_011 0 < 4-1 0 U_ _�e CIO C:) co N .0 100 p U-) LO N C.'i Ir- E E LO (.0 6 z cc z :3 E LO — M r_ CU E 0 6 _0 - _0 CU C C (D < JOB NO: 23-06135 SCALE AS NOTED SHEET NO. S5 t I 1—T F_ if T_ T LO Lo C�4 r- LO C�4 �2 LO C14 LO LO Ln LO CID CN LO t2 I=> Cli ILL) C=! LO C7, 0-4 r") C7 Cal_ E C0 CD E 0 16 0 9 0 LZ 1") �R C�4 C14 C14 Li 25; ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 __Z:7 INSULATION — BAFFLE INSULATION CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING - - - - - - - -- BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P,F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W1 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 DIVIDE THE CONCEA��Iiiii,,ii,, SPACE INTO APPROX. EQUAL AREAS. FLOORSYSTEM// \,PER PLAN All 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'O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP BOTTOM OF SHEATHING TO BAND JOIST TYPICAL Ix WD FURRING @ 24" O.C; BASEBOARD MIN. 2500 PSI CONC. SLAB M IN. PSI MAY VARY PER MUNICIPALITY 4 '4 A A A 1=1 I — :. :q- I . Cn '41 A E N A. 4 6x6 W1.4xW1.4 ;d IE��11_11_111 WWF OR FIBERMESH J, FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE W/ ASTM D7158-CLASS G or H, or ASTM D3161 -CLASS F, IN ACCORDANCE w/ TABLE R905.2.6. 1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE FRAMING SHEET FOR SCHEDULE - [RSH] - ON SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER Uj PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO Uj : Lu 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 _j LAYER 1/8" THICK. UJ u_ = INSULATION PER CHART ON FLOOR PLAN B R 6 S6 ---METAL SEAT OR FELT IPAPER FOR MOISTURE BARRIER STD, 90 NOOK (SEE DETAIL) 8"X8"X16" CONIC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"x4" INSPECTION PORT AT LL x EACH FILL CELL TYPICAL UJ C/) 13- AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE INISH GRADE 00 \—STD. 90 *HOOK 5M . . . . . . . . . . . I ... I ... I I 1= (3) # 5 REBAR ON 3" CHAIR 11-81, (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2—STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-011 SIM PSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP wl (8) 1 Old x 1 1/2" NAI LS TO STU D & (8) 1 Od x 1 1/2" TO BAN D JOIST AT EA. STUD 2nd FLOOR WALL ------ BAND JOIST *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Old x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION 'END SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSSIJOIST 2x STUDS @ 1"' ' ' 2"x BOT, PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIC FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" 12 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED U INSTALLED PER. MANUF. U C SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: N.T.S. @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. @ WOOD 1 ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 2"x BOT, PLATE W/ (2) 1 Od @ 6" 0. C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 'IT" 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 f FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS 60 SEE FRAMIN G WEEPSCREED 9 K PLAN INSTALLED PER MANUF. 2"x4" CROSS BRAC E @ 48" \\—SIMPSON HETA20 W/ (8) 10dxl 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. BLO KING& MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-O" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION TRIL B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. .1 N.T091 vk ETAIL (F D LOOR TRUSS) 60 SCALE: 1 1/2"=V-0" 1,,�6� NOTE: SEE TYPICAL WALL I SEE SHEATHING SECTION C/S3 FOR ADDITIONAL INFORMATION SPECS ON FLOOR 1/2" GYP W. B. M IN.@ GARAGESIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1 U-101" (R302.1 1) [—EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2X P.T, PLATE r6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) I r A ,+I[ r�T' il 1-111-111-11 (3) #5 CONT. ON 3" --I I—, __M M C 8' V-811 8 HAIR W/ 3" MIN. �E —STORY FRAME SECTION rS INTERIOR 2 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=l'-O" ADDITIONAL SLAB INFORMATION. 15/32" OSB Air/ EXPOSURE1 SHEATHING x PROVIDE x BLOCKING AS f REQUIRED PER SECTION X-X IF Lu NOT FULL < HEIGHT SHEET cn z L FLOOR SYST M L ' (2)- 2x TOP PLATE BEYOND —15132" OSB EXPOSURE1 FF SHEATHING Lu W a: OLID2x BLOCKING @ ALL :i SHEATHING 0 % EDGES(SEE U) OPENING SECTION X-X) _11 0 _2xSTUDS LU Lu BEYOND. = Cn SEE PLAN 0 J) \\-2x'4 P.T. BASE 2x RIBBON OR2 VERTICAL \_�HORIZONTAL PLATEBEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIA I I r-I r-1 /A-rl^kl r%I A ^r% A RA "S" = NAIL 3/8" 3/8" SPACING '4" '4" S '4"l /2" S 1/2" 1/2" S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 uj JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT 'j PENETRATE SURFACE MORE THAN Y8". < cf) NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL 7: @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. W/ 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. w/ Bid COMMON NAIL. M J) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. C) w/ 8d COMMON NAIL UJ 2 Lu :D 1.- 0 WO PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER _j >L' F w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. x 0 0 co n @ (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL z (0 Lu - 0 LL LU 0 MEMBER IF GABLE END 3: _U) NOTE: t . 8d NAILS FOR WALL SHEATHING MUST BE MIN.131 X 2 112 . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8", WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH t*-r_- FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION ;4 (2) 2x HEADER SEE PLAN INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS ONLY EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE wl SIMPSON LS30w/(6) 10dx 11/2" EACH SIDE 0 0 0 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME L HEADER DETAIL WAL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS 2x BLOCKING HORIZON @ OT INTERVALS N ThLy_� �.11) EXCEEDING 10'-0" (R302 518"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#.) SLAB W/ I W1.4xW WWF OR FIBERMESH 2500 PSI CONCRETE MIN 1.4 4 A 71 151 1 lEd I lEd I A .11 1=1 15111- - A (3) # 5 REBAR ON 3" CHAIR 4"' V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EAEND EAEND EAEND 1 '4' (1) (2) (1) (2) (1)LSTA30 4'4 (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 WEEP SCREED INSTALLED PER. MANUF. 2X P.T. PLATE @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 00 v S6 CVIJ LO LAJ _j - _--j . r� CJ = C= cc CJ v-':P .' co = CC f4 C= r'j cu tj co M -ca E 'C'j L S 10 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. -3 OU W 11- g E 1 0 co 8 C 'D 00 a) Uj 0 C? A zlg In "N C:, 0 co -'t 4 u- LU 13 z T%A_ �.'? IWX C_ �4 0 0 111a, r- U) . . M LLI IL Uj 02", W z 0 Z CN < < z W Cl) W 'D (n Ln (D C1 4-1 0 LU V) U') E U < r- CIO < 14 U_ cF E 8 <� C" E 0. 00 zcc=3 0 < �O < 10 () x z W - 1 0. 8 1 0 <0 WC) U) M 0 2 > r LO LO ICY) 2 (a 1.-1 < 0 L_ (0 C) 0- (.0 0 0 IN _j CN co >' = LO +_j 0 LL 0 _114 Lo cc CV) C) 0') 04 c Lr) LO 04 C1_j < (.0 LO (0 T_ E CD 0') L0 6 z z E CL E ;-; 7� 0 0 'a 0 a) JOB'NO 23-06135 SCALE AS NOTED SHEET NO. S6 (MONO) Il 1 11 111h I. I A IT 1. A"L L-111'. J1111 I A I'll - Till LO r— L0 C14 L0 L0 04 9 L0 �2 C> Ln r1- L0 C'4 L0 L8 Cr V) 3:� 0 -0 Q C, C> co C14 LO �2 L0 Ci L0 L0 21 0 Cr C'4 CL E E 0 0 9 w2 0- -2 Lz: C14 Lo CM 16 C,4 C:> C14 LO S En 2xl 2 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN!" AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER z BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP N 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT 8,RS IN WALL 77 —2x12 SYP N, BEARS IN WALL B 2x4 BLOCKING FOR 2x12 C 11 2x4 PT UNDER 2x12 —2x6 SYP ROVIDE MOISTURE PROTECTION 2, 7/7/771 OVI DE MO STURE CT �j PROTE IONI LATTACH ALL COMPONENTS 2x4 SYP BLOCKING OF STAIR TO CONC. W/ X 4 FOR STRAP 3,, T PCO M .0 C 2 .4 A NS 32 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS1 2 wl 21 TAPCONS @ MAX. 32" O.C. I " r 'I I 1;=� N� AND NAILED TO FLOOR WITH GLUE A AT STRINGER CONTACT POINTS (14) 1 Od x 1 1/2" ATTACH ALL COMPONENTS 1 x4 GLUED AND NAILS) OF STAIR TO CONC. W1 -1" X NAILED TO STRINGER 4 2 2'rTAPCONS @ MAX. 32" O.C. (I EW "A" SECTION VIEW 111311. SCALE: I"= V-0" SCALE: 1 V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 1x4 GLUED AND NAILED TO STRINGER I 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G.1 TOP OF STRINGER STRINGERS E_---2x4 BLOCKING FOR 2x12 SIMPSON A135 2x4 PT UNDER 2x12 OR LSC EACH ASYP BLOCKING FOR STRAP t PT NOTCHED INTO STRINGE\R (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU\/ (14) 1 Od x 1 1/2" STRINGER CONTACT POINTS NAILS) SCALE: i" = V-0" VVMLL 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. SECTION VIEW "D11. SCALE: 1" = V-0" PLYWOOD FILLER STRIPS ADDED 4 GLUED & SCREWED TO PLYWOOD DECKING —2x SYP CUT TO FIT BEARS IN WALL -----2xl 2 SYP BEARS IN WALL BULLNOSE DETAIL_ SCALE: I"= V-10" 2x4 GLUED AND NAILED U11 SECTION D-D. G GLUED AND 2x4 SPF NOSING GLUED AND I N SCALE: 1 V-0" T H NOSING ON NAILED MATCH NOSING ON C OTHER TREADS 0 THER TREADS 61� 6'. —3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING X MAINTAIN BETWEEN 1/4" Z) FOR STRAP (SIMPSON H 2x4 SYP BLOCKING AND 1/2" GAP TOP AND NIT S12 w/ (14) 10d x 1 x8 SYP GLUED FOR STRAP BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO (SIMPSON MTS12 w/ NAILED TO STRINGER , FRAMING (14) 1 Od x 1 1/2" 2-x4 DRAFT 2x12 NAILS) STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILED----\ 2x 2x D FT STIP D FTS P 2x4 PT NOTCHED INTO I LLJ 2X4 PT NOTCHED INTO STRINGER AND TAPCONED f2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED \7L2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS L;2x4 INTO FLOOR WITH GLUE---' NOT TOUCH STRINGERS AT STRINGER CONTACT BLOCK IN KNEEWALL FOR 2x12 NAILING AT STRINGER CONTACT - 'ED AND NAILED TO STRINGER POINTS x4 GLUED AND NAILED TO STRINGER POINTS FOR DRYWALL SPACING B FOR DRYWALL SPACING H SECTION VIEW H SCALE: v-0,; SECTION VIEW "E" SCALE: 1 " = T-0" SECTION VIEW SCALE: ", = v-w 2 OIN F -2x4 ST( 2x4 NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW 11CIII SCALE: 1 " = V-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER. FIELD VERIFY OF NEWEL POST (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 3,,X 4 16" LVL ATTACHED W1 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. .SECTION VIEW "G11 - SCALE: I"= V-10" SECTION VIEW 111=11-O'. SCALE: 7 PER CONTRACTOR PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWELPOST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE.5) SCALE: AS NOTED SCALE: I"= T-0" 'WALL JOINT YWALL TO /ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO �RING WALL BELOW 'WALL JOINT YWALL TO /ER JOISTS) NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES 2X STR14R 2 0 X B CKING—\ q SIMPSON MTS w/ 2 (14) 1 Od x 1 1/2" NAI ILS DOR 3 2X BLOC ING RIS R VARIES,, SECTION VIEW 111-111 SCALE: 1 " = V-0" LIJ C�,- C= cc CJ C-� ca C'4 U- >< to a. cz 1. fA (D cz cc Cj Q) Q Q: cj"= �z 311: to Cj Q- Q C14 V3 CV <) "A�l �X\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beading Engineer's signature and seal. 8 s cc: 0 00 EA r- q: u- -j Lu CO LL u- 3� L Lu 0 se - cu r- 13 a 5.� 9 Z� �e w 0 cp '=f 30: W 05 M uj z 00 ��O-�� U') ce) Z �: L < b 0 < L) z 0 r (D ;o� fz C> W Ln 4 .. I L-U U Q)- 0 LLJ V) LLJ 421 E — 8 -M U z U C6 E z 0 Z < E 8 C, 'o 00 E 0, 0, . I < wo z U3 z< .0 o-, z no 00 C) < <0 E 0-1 0 o M1 CC LO L0 < 0 (3) co 0 Q0 CL (0 04 0 Cr 0 CN . . U) LO 0 < L0 co C14 CD U-) U') CN cc 6 E L0 LO 0 CU =3 E q= CU E 0 0 M 0 -j < 0 a) -j 30B NO: 23- 6135 SCALE : AS NOTED_ SHEE7 NO. ST L0 r- LO C'4 to L0 V) C.0 CN L0 �2 M LO r— L0 L0 L0 cr V) C=) C.0 C14 LO t2 C I D PI) C14 C14 L6 C:� L0 L0 Cn 1z; 0 C14 C� E CD E i9_1 C, Q r PO C14 CD C�. in 16 Cl- C'4 CD LO 0:f LU C/) 1 1/2" DRYWALL I',' u DOOR JAMB (REFER DOOR JAMB (REFER F1x4 '2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL F TO PRODUCT T P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CON4)N.,, tx44 1 x4 P.T. x4 E El 1X4 E FURRING 1110 3-1/4" LONG X 3/16 0 E I FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 411 2X8 LL111X8 BLOCK@ SPACING 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH ENDw/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1X4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN1 N. 1x4 1x4 1/2"DI 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT F TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2' TAPCON @ 16" i i O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & L END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ L 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 ell— M E!-r A I I f) 1 1AI1 M1177rAll STAGGERED @ 12" O.C. -4-11,411 nl=TA I I BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSf cc SCALE: N.T.S. � SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX Z-0. 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL NTO (4) 10d NAILS INTO IBLKG. BRACE(S) 2 x 8 BRACE/ B 7KG 7/16" OSB BUILT UP PLWD. BUCK io L ARCH PANEL CUT HOLE IN O.S.B. FOR 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. INSTALL WDW. SCREW ANCHOR— �11 nTf4 n JAIA I I � �j _RAIM nQP 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. 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. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" M IN. B-B /4" MAX EMBEDMENT��INTO K.) 2'40" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od PROVIDE 2 x 8 DIAG. BRACE BTWN',', NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T S��B ON T 2 x 8 VERT. BRACE(S) )0 INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7116" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 'f --'-2 INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL SCALE: N.T.S. � �S PROVIDE 2x PROVIDE (2) MIN. CONT, W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4'MAX. RAID. PROPER INSTALLATION MAX. 8" F1LL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90, HOOK C ±5 A LNOTCH WEB AT FIRST 2 COURSI I — — APACI I T 805 ff FOR I S I RAP 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS x 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) W1 (3) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) wl MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH 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. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. . . . ... ..... 6" M IN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y2" 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" MASONRY WALL. SEE PLAN FOR REINFORCING, PROVIDE LOWER HOOKED DOWEL W i W ' M ' AT PERIMETER WHERE THIS CONDITION #5 CONT, TOP & MID OCCURS WITH MIN. 3" COVER 6'-0" I-F. T 11 1 11 F I= 1 7 GRADE C14 CO z C,q —\\-­(2)#5 REBAR.(1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" LFILLED CELL PER FOUNDATION PLAN 4�# UNACCEPTABLE INSTALLTION DO NOT DO THIS. kR YP.) 40# THE :S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN OCC Kin=: -1 DEN r'%IAI BRG WALL TYPE PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW--L—�_ CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS I(—) 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. ATTACHED WALL SHEATHING TO #5 REBAR (TYP,) 040 3/4" PLYWOOD DECKING GLUED 2X BOTTOM PLATE W/ 8d @ 4" AND NAILED W/ 8d COMMON @ O.C., 2 ROWS STAGGERED 4010 6" O.C. EDGES AND 12" O.C. FIELD� 0TD, 90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d 0 SCALE: N.T.S. ALUM DRIP EDGE :7if 2x SUB FASCIA L CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (") 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. wl J-CHANNEL SECURED @ 24" O.C. FASTEN TO: CMU wl 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W1 MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (HY�STRUCTURAL SOFFIT SFO SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS >1'-4" C RE�V. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < T-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF 0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. + (2) 1 Od NAILS @ 8" 0. C. TO TRUSS TOP CHORD + + PLYWOOD SHEATHING BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP EACH TRUSS A CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL bENTER SOftIT SEE ELEVATION FOR OVER HANG (MAX ' 4'-0") SECTION @ ROOF EXTENSION K'M SCALE: 3/4" = V-0" SS -qPr- (ZHIPIPT n,) Amn SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP gQr'Al Pb 11 — 1 v 0 U) U_ LU U_ U) $0 411110 t[TTO@ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE E - NOTE: LAP SHEATHING TO C BO M OF BAND JO @ FIRST COURSE \—SIMPSON HGAM1 OKTA @ 12" O.C. w/ (4) 1/4xl 1/2" SIDS SCREWS 4%* INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 4,4 4111l L RETROFIT FOR MISSING EMBEDDED STRAP )S SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL Ist 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.� 0 RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 F-011 IN ISH FLOQ R #5 BAR V [:::CENTERED W/ IN TOP CD KNOCKOUT/ N A CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN 9/R L AND SECTION DETAILS CLEAN FILL DIRT STANDARD #5 BAR IN 99 HOOK FILLED CELL I Fir 't A I &= STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-10" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"xS' MIN. HOLE SET BAR IN EPDXY I — EXISTING FOOTING RETROFIT FILLED CELL DETAIL P)% "C_1f` 1ki fl^Kifl 14% SAW CUT A SECTION 11_1,1� SCALE: N.T.S. SCALE: N.T.S. Cz C3 CM. -Tz co Cq 1= LA_ C= 04 Cb 0 Ci :t: �z aj 8 U Q V S, "D -v r r 3 S 10 o" 'M'1jj)jj 1 lilt% To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seaL A,67 W II`_ 4 t, E cD co 8 0 1� 6 s 0 00 "1 r__ r-L N 0 k� co q _j u� U_ q, Z 13 Lu EL 2 W C) 2 r-- LL Wz cl� M 1�0 (z Z CN < L) L) U) W Q) (D 0 4-1 U 0 V) LIJ Ulm Lo U) C) E 0 < 0 C.0 _j z ,6 E 0 Z < 0 U 'z , @ o cu M Q ` E �F x u 0 . u -o < � z z o Cf.) < z< .0 OE _j z� z C) C> < < '0 z < 0 4) > LO LO < M co 0 UD CL 'Ile C'4 0 3i 0 U) LO 0 < 0 U_ C) co M 0) LO c) It 04 LO CN C.0 LO E (.0 0 z co z E U) a) co C: E 0 0 -8 -a M < 0 1 r_ C a) _j JOB NO: 23-06135 SCALE : AS NOTED SHEET NO. SS Ti ! I — I I TI 1 _F_ —1 f Cn LO r— LO C'4 LO L0 Cr V) :9 C=) co C14 L0 t2 co LO �3 C`4 LO 0 C> co CN LO !:2 co L0 1=� Lr) C:) Lr) L0 0 in, 0 C*,4 E FE E 0 0 0 -0 -2 LZ C14 C-4 C'4 C:) LO 45 VVI �- I v%j ��w "��l I I I A� v v "� CROSS BRACING DETAIL (TYP.)_ SCALE:NTS SEE ROOF PLAN SHEATHING E '_"j AN SHI 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A 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 G.T. -'P ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER �RUSSES HIP SIDE OR BOTH IF REQ'D) GIT (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @TRUSSB U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1 Od & (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 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. SIMPSON LSTA18 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS L.SEE PLAN L. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE w/ M IN. (4) 12d WHEN #2 SPF 48" O.C. W/ (4) CENTERED AT SIMPSON HUC410 w/ (14) FOR CANTI IT LANDS NEXT TO 2x8 BLOCKING NAILED @ 1 Od TOP & BOTTOM SPLIT TO TIE 16d INTO HEADER & (6) — BEAMS TOGETHER 10d INTO BEAM - SEE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES WHEN REQUIRED w/ (2) OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD (10) 8d NAILS INFO SIMPSON HTS20 w/ (24) 1 Od x SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 1 1/2" NAILS EACH —SEE FLOOR PLAN FOR SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION A[ I COLUMN SIZE & BASE OSB FLITCH PLATE OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER FOR COLUMN SIZE INDICATED ON BM. A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. /--COLLAR TIE A 1 SCHEDULE/PLAN TO STUDS w/ (3) 16d AT EVERY 3rd & ADDITIONAL INFO. ____--7/16" OSIB FLITCH PLATE SEE FLOOR PLAN FOR EACH STUD - TOENAIL ROOF AND EXTERIOR 0, T 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER REQ'D ONLY WHEN COLUMN SIZE& BASE EACH TRUSS TO NAILER SHEATHING ATTACHED LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" INDICATED ON BM. CONNECTION INFO w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" OPTION A SCHEDULE/PLAN OPTION B. OPTION C. SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS COMMON BM. TO POST ATTACHMENT rA DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT B AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB--<;" B FOR BEAM SIZE & SCALE: 3/4"=V-0" BM. SPLICE OVER IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS CENTER OF POST W PRE-ENG. TRUSS (OPTIONAL) A �� A / (4) 16d NAILS TO EA. 2X4 BLOCKING I SEE PLAN FOR END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF 13EAM ATTACH SECOND PLY MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. W/ (3) ROWS OF 16d DIRECTION TYP. A NAILS AT 24" O.C. DIAGONAL---, 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 1 Od NAILS AT 8'-0" X _��—WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS1 8 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2-4-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 1 Od NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR COLUMN SIZE & TYP. U.N.0 . 1/2" X 4 1/2" LAG SCREWS ATTACH LOCATION AND DIRECTION 2X4 CONT. AT CONC.MASONRY ADDITIONAL INFO. (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING 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 K'q ,_ [�_ PLAN FOR MORE INFO SCALE:NTS DETAIL @ INTERIOR BEARING �3 SCALE:NTS WOOD TRUSS J COMMON BM. ATTACHMENT PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS jilIIII-, VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 1 Od x ATTACHED PER ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON 8d NAILS AT VALLEY TRUSS NAILING SCHEDULE OUTLOOKER SP2 w/ (12) 1 Od NAILS AT TOP 2x4 #2 SPF BRACING @ 4" O.C. INFO. 16" O.C. W/ (4) 12d EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP COMMON TRUSSES. ATTACHED PER TO TRUSS W/ (2) 12d TOENAILS SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE PLATE & (2) 12d END M IN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 1 Od NAILS EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPFTOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD TRUSS LOW ROOFIWAL STUD) SCHEDULE PLATE MORE INFO. SHEATHING ATTACHE X"� PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 4VARIES SEE PLAN 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ VARIES W/ 1/2" PLYWOOD FOR WALL LOCATION SIMPSO ROOF SIOPE N LSTA30 w/ SI MPSON MTS1 2 w/ (14) 1 Od x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING SIMPSON MTS1 2 w/ EACH COMMON BELOW @ 16" O.C. WOOD WALL—\ TRUSS/ FRAMING OR TRUSS. '---2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ x i x (14) 1 Od x 1 1/2" NAILS TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & — * MASONRY WALL BELOW: SIMPSON �PLYWOOD (3) 12d TOENAILS TO 4. . HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING 4'-0" O.C. TO GABLE TRUSS TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL ROOF SYSTEM TOP OF WALL OR BEAM BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 44. (24) 1 Od x 1 1/2" NA I LS @ 4'-0" 0. C. MIN. 2x4 #2 SYP P.T. PLATE FLOOR GIRDER 16" FLOOR SYSTE7M/ W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR . A TO GABLE TRUSS LUvv FROOF TRUSS Vil'i (2) 2x6 BLOCKING �UNDER FLOOR G.T. MASONRY WALL SEE, DIRECTION RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN @ 3" FROM EACH END & CONNECTION . 4 COMMON TRUSS PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) INFO. FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END SHEARTRANSFER SECTION @ FLOOR SECTION AT HIP GABLE CONNECTIONS TO G.T. 'N� EXTERIOR. WALL SECTION @ ENTRY CONNECTION K�22� SECTION @ BUMP OUTr'39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS I DETAILS & SECTIONS er') CNIJ cz CNJ LO Cz _j C= C14 C-4 = cq CN C, E C9 CD CJ ca CL. Lj Az 0 VVIV , P4 q17C I L 0 11z t\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifirations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. vi"* 0 U) W 8 eg 0 .2 00 0 M C9 9j :3 U) Tc'�- lc�:� CU LL LL LU CL Lu Z 2 13 a (.,j 1 0 W 0 2 r- C3, E 3: W cp . 00 Z� 0 mv LO C0 Z C, 0 0 11" 6 L) S U) "M z W 0 C, < < zi, CD 4--J ��; (0 U-i U 0 LU V) :!-, R Z3 7�� U) L _U E U, 0 0 0, z < :5 U_ cd- E Z, C>.- 0 E Z, C', 0 U 0 E 0 Z < z U:) C: z 0 0, 65 < v.) <0 �0 0 5 0 0 LO LO cc < (D 0— a) F— L_ 0) CID C) C.0 (0 (N 0 Cr 0 L) _j W .2 �:, co = LO 0 < LL 0 _�e U ce) C) LO —0 co C,4 0') -0 p U-) CN < E L0 C 0 z M z :3 FE C9 Co E 0 0 _j < JOB NO: 23-06135 SCALE : AS NOTED SHEET NO. D1 LD r— L0 C14 LL3 LO IU 0 V) 0 to C14 LO t") LO C14 LO LS C14 LO �2 (0 CD C�4 Cli L0 C=� LO C=) LC3 L0 tv- Cn 4� I-) tz to C14 C) 5�- CL E 0 C') 0 E CL E C, :r_ 0 0 LZ C14 LO LU (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUIDS @ 24" O.C. N EXT SHEATHING MASONRY WALL BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C.. (2) 2x SPF TOP PLATE ' FLUSH W/ TOP BLOCKING INFO SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN FOR 2 OF MASONRY & 8d —SEE FOR BLOCKING NAILS T/B FLANGE BLOC NG 0 1. APPLY SUB (3) 2x # SPF (2) 1 Od TOENAILS AT EA. INTERIOR HEADER FSEE JK, DETA LS DETAILS LO FLOOR STUDS w/ 1 Od @ S (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2xSTUDS ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. . ....... )9 SURFACE A 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x M FLOOR SYSTEM 3TE I ; \-, SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE 2 AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 1 Od x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS I TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 1 Od NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL VERIFY W1 PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/1 Od NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 1 Od WALL SHEATHING (2) 12d TOE NAILS TOP (7) 1 Od NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIS END OF WALL UNDER BELOWJAMBS 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) - 1 Od TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL GIRDER/COL. CONN. @ 2nd FLOOR ('_3'N� HEADER CONN._@ 2nd FLOORK'4_'� SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIM PSON SP4 w/ (6) 1 Od x 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 1 Od NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. 2x8 OR 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION (2) (2) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" 0,C. REQ'D TYP -7 SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" TYP-A 2 - 2 x 4 SPF 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 'r CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT TOP PLATES LENGTH ON STUDS W/ (11) 1 Od W1 (1) S I M PSON LSTA30 w/ (22) 1 Od NAILS TO STUDS ABOVE & (11) 1 Od NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE AT 16" O.C. U.N.O. SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 A SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" T. K2xSPF A�E PLATE 2x CRIPPLES @ 16" O.C.. 1 Od x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x RED OF SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE C B W/ (2) 12d TOENAILS T/B BAND JOIST & BLKG. (2) 2 x #2 FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 id SILL (MAX. OPENING WIDTH 4 FEET). SYP U.N. 0. WALL) 24" O.C. j NEEWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN 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 wl (6) 10d x 1 1/2" IS SEE PLAN F 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C.— TO BE INSTALLED AT EACH END. COL. SIZE LE 2 x 4 #2 SPF STUDS INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIM PSON HTT4 w/ (18) (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER TYP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7)— 1 Od NAILS & (4) 1/4"x2 1/4 TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 1 Od NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ D 01 BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS OVER TOP PLATE SIMPSON SP2 wl (12) 10d NAILS AT 1 PROVIDE BLOCKING A. l 16" 1 SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS U U T W/ NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. 0 'PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 2 STORY COL. GIRDER r7 (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 v"�CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED /—(2) SIMPSON 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 wl (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 1 Od NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEAIDER/STUIDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END 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 lop 2, WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3' 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE wl 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 4 OPENING NAILED TO STUD 68 IS GREATER THAN FEET LS30 wit (6) 1 Od x 1 1/2" EACH SIDE PACK W/ 1 Od NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO < EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 1 Od NAILS SIMPSON (2) MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 1 Od NAILS @ 8"o.c. AGAINST 2x8 ol 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ WOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL SCALE: N.T.S. SYSTEM 42 SCALF N-T.S. SCALE: N.T.S. 4C� t ,, -0 C14 1Zco C14 W Cr. ci E a) A V T. -Z- FLO "Es S I otI`� To the best of the EnginWs 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 sea[ is only for the structural engineering portions of the drawing pages beating Engineer's signature and seal. E '11v 0 0000 'C"_4 L10 k u_ LL LL _Lj 13 12 :E 0 LU I_ �R 0 �e W U) ED Lu 00 0 z 0 z U) W 'D < V) Q) 4­1 LLJ V) C�, z:1 co L=u E 8 16 U 0 U) < M C-1 C"> C6 E CU v .0 z 0. I- 0. ;� 0 .0 E 10 Z zlz� < C3 ? C) '10 1W Z, z C) < 0 "0 W<D < W � 0 < 0 U') LO CY) co C) =; (0 CL lf�o 07 C'4 0 0 CN W _j CN M >, = LO 0 0 co C) Lo -0 04 M LO C) I'll C14 LO C.0 LO C.0 a) E cc V_ cy) L0 0 M z E 10 (n a) ITS E 0 0 CU 0 _j < a) JOB NO: 23-06135 SCALE : AS NOTED SHEET NO, D2 :e a L0 C'4 U') Ln 21 3:: 0 t2 U') C14 LO t2 cc C= C14 LO (=? WE') -I- LO CL E E C'4 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT V\ANDOWBUCKTO OUTSIDE EDGE OF k . MASONRY WINDOW BUCK : 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF FRA E WINDOW FRAME WINDOWBUCK WINDOW BUCK ACROSS WINDOW BUCK TEND To AND EXTEND TO WINDOW FRAME MASONRY RY ATTACHED PER CODE 6) TOOLED SEALANT - ED SEALANT : REQUIREMENTS BEAD BRIDGING RIDGING CLADDING AND WINDOW V,A OW NGA:ND ND FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V'SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER F RESfSITIVE BARRIER TAPE iASSEMBLEDVVINDOW) - - - - - - I HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO' B07TO FLANGI SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS ''" WEATHER JE BARRIER & ZARILY SECURE WOOD FRAME CONSTR. EXTERIC R SELF -ADHERED FLASHING SHEATHI!NG BY LAPPING DOWN OVER RIM JOIST AND __ U P WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING (SEE DETAIL WP07) ED FLASHING �\SHING I DOUBLE JOIST SINGLE WOOD BEAM Do Jol� WOOD JOIST BELOW r__- /Sl N GTL E JOIS 1 7 SELF -ADHERED SELF -ADHERED FLASHING FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as # in each detail that corresponds to the numbered items in the list o)9in)structions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 4- 4- 4 1'4' PER PLAN V-0" PER PLAN SHOWER SEAT 4 4 4 4 4 WEATHER RESISTIVE BARRIER Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) :�J SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER < LLJ U) > rn < DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather- resistant exterior wall envelope. The exterior wall envelope shall 3/4"-V BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. of draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING BUILDING PAPER 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 1 SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 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 A Jul_ D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing 0 (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance Im equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, Jim MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED 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 FLASHING JAMB & HEAD FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, (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 RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as 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 THRESHOLD shall be installed at the following locations: 1. 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: Pr_ 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAIWDMA 400. 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. PER Jim 3. 3.Under and at the ends of masonry, wood or metal copings and sills. Ground 4. 4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. 7. 7.At built-in clutters. Wat r Resistant Barrier :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 Z a- Z CL 0� ry, LU LU PLASTER STOP - I-- U) W LU CONTINUOUS BACKER - LD o ROD & SEALANT LU LU X LU LU U) 3: 0 U) 4 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB ----BOND BREAK WRB SF LATH WRAP DID WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE 41� THIS GAP IS A RESULT OF NATURAL SHRINKAGE, DO NOT SEAL. 41 DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTI LEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ------ C_ DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS- kSTER STOP NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper 7/16" O.&B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all CZ __J :� LU Cc C, = CIA Z C14 - W N__ CL E C, 3t M cu _= U cu = '6-- C.') C=� E�! 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 beadng Engineers signature and seal. W 'T E Cc, 8 mom 0 6 C �Coo a) '10 0 rL -1 rl� 1.0 (N C) *k 6 _J LL LU 13 CU C (L 10 0 W W Z 0 Q) 1� . Co Lu < Z11 Z < 0 60 < L) U U) W CD �2 2: 00 (0 < ul 0 4- - 0 VV) ril- (U U 3 U 01- < 0 0 C.0 cl'� -� 9 Z U_ c6 CL E C', E 0 M0 ­ CL :E 0 00 Z E , " 1, M t < 0 0 W < ID -tp C: Q) 0. ZE - In '5 8 3: I < <0 2 C) L0 LO I--, < _J Cr 0 0 _J >, CN M 1= L0 0 0 ILL 0) LO .0 CV) C) M N C:) LO LO N LO C.0 E C.0 LO 6 Z co Z E (D U) C a Q_ E 0 0 0 _J _0 < 1(� 0 1 (D _J JOB NO 23-06135 SCALE AS NOTED SHEET NO. W P I ZlVgbl�. Rwawff k4ounting Brackets (10 Gall See Ai-tichor Schedule Bolts 1 l'2" Mo. A325 Galv' fTmF �11' 'I I "ZZ Self�Lockli II Back Cross Support '(May be cut to W) Rtght Bracket 06 Gauge) Hrurt�iodne Strap Typical; 3infrant) F n'� ront Cross Support (May be cut tow) di "I Left Bracket 0 6 Ga uge) 14 Self-Dil [ling ScremMu Bracket� 8- Back Cross Support Into AIC Unit Bottom Side (Typic* 3 Loch side for horricane use) utorallau.nousix-itatbu..re �­ov, ­61 -tit e-4-t JrJ',e'_,',)', ard- Radimea Sell Drasi anulAxialle, upon recluest fft win aliaply, f Florida [)apartment of Business & Professional Regulation 11 dfl Building Codes and Standards 216,2021 Product Approval Application Detail code Ii or Val. Data I Pending me mine, Version Meinuffdainar contact Engine. & Lidens. Voildided IN Validated Suitia"I Fill Approval Approve riturus Affirmatlen 2D20 S, d Void! Products, I- M.h-I Gnahem HermatIF NmeoPE L-1,. Bowden PE. 12,1612020 12/16/2020 IM8,12020 Approved Cat:gi Structual Components (577) 441-036e PE-7377a (334) 30D-1 6GO 3 Category: Products ntroduced as a Result of infroxesmalvent.corn NtTtichp.li Complance, Niethdic Evaluarm R,pcI ftom a Florida Registered A,,hii d- Licensed Florida Professional Engineer Goi Aii.grrarl Approyadi for Us. Apyrovixal for Use Impact Daskin -a # phadedt Durcriptart Cmi Date in HVHZ Dutaid, HVrIZ N.W.unut Pressurs, Dual Function Flood and Vintager, Vent Y" YeI N)A too/ 100 2 Sm.dVent Mod, 1 #154"11 Due run,fich Flood and Var,fied-Vent 120IJ2023 yes yes NIA -100/-100 3 SmariVord Mode! #1 84CL520 Flood Vent 1?33IJ202 yes Yes I -loot li 4 Sm rVent Mcde #154&521 nsulatad unad Flood Vent I?nII2023 yes yes NIA -1(i 5 Sm tV-t McxI 16&qud;Gamge Door Flooci ri Yee yes, I N/A m. V. =Vlb 570 6 8 an IM 40- Wood Wall ln:ulatedoFlood Vent 12J31J2023 Ye's Yes -100�11:0 7 am 'Vent Mi #1540. -,4 14,58rii G rage 0 or Flood Visht 12131IJ20I ye yas NlA I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail paasl art Iri Code Entity a, P* Car- Data Parri 1". TV-- version Massunichuni, countsol: End.- & License "I'llualaull Par V,11dratiod Submai I A,,r,-1 A,,r,w,d Status Revision 2020 Drexel Motela. I- J.on Shumate Zachary R. Priest Locke Bowdon P.E. 08110/2020 WMW2020 081 10(13/2020 Appro,ed Category: Fooling i�211 303-1�11 PE-74021 (2241301 SUbCMegDrY: Metal Rocling jsh,,mat.Q?dra­t com dompi'l-nde Method. Evaluation Repon from a Florlds Ragltlr.d �ohftbdl or . Licensed Florida Profteli-al Engineer FL#178I Products Quietly Assurari" Approved tar Use Apvr..d I Use Inmeav offsIgh seq 9 ber or N_ 'Ficur!ng PrDdUft Doinorlollon o0ii ExpirratiQui aide In Hi outside Hv"Z Resistant PrAsisup, 1 Dran I Sy,i DI 1111 1 1508,9, UMC 175S. OMC 2005, 12,`311202� yes No NIA '01-lao Dm�� Florida Department of BusIness & Professional Regulation Page 2 of 4 Building Codes and Standards aV=3 Product Approval Application Detail Code Entin Den, i Data Pending Dan TV.a "'tridon cantatit E-irtinur & 1.1-mais Valuated Bv VaJiQt,d SolurnI Wilpien-al Apicare" Status R-i.lon 2020 7herme-Tru Corporation Steve Jaspers. Lyn di F_ Son nirdt. P� E. Ryon J. King. P.E. 04/1512021 12,3112020 W22t2i]21 Diia)a=21 App,-d Cosigi Exterior Door, (a GO) 843-7628 PIE-43409 (8131, 767-6d56 Subcategory: Swinging Exterior Door Assemi slasperlonGthemai Compliance Method: Evaluation I from a cm Florida R,,iste"'Ar tand or , L,,,n,,d Florida pnefe'sloi Engineer F1,112041311-i Israel Appressi for Us, Ad,,-d for Use 1, dast Dissitin see it lantsfuet Description in HV14Z Ovi HVHI Resistant Prana,re I I Filb-Cli and Sm.cth-51air Nominal 6039,8 ilquotimpact6qui Opaque l2nI,2026 No yet Y.. NtA Composite Edge Fiburgleal Single Does (ItIssing/Olilhavarig: X configuration) 2 b. 'Thitirme-Tri, Filbar-Claissic and Smaoth�Skrr Nomli 6893aiB &qud1�mpsd&quI Opaque l2nVZ0213 No y" Ye, N(A Comil, "I Edge Fibeirl Single Doci Sidelits(s) (Ina,vingfOui XO, OX or OXO omi" treflons) 3 c. Thermi Fiber -Classic and Smoothi Neminal 6&#39:b gquotmpadt�-quoi Opaque 12131(2,D26 NO Y. Yes NIA Composto Edge I'llbsirgla. D.�Ipfie Door will or with -1 soarer, in 'winglo.1-nig: XX.rC)YXO .i.ifignimi 4 d. Therma-7,u Fib-Cl.ted add Sm-lb-Star Nominal 8&#39:0 &quoI;Imp.ct1quo, Opaque 1213IJ2026 No Y. ys� Ni Corpses' . Edge Fiberglass Single Docir (IriewingtOursving: X admiguration) 5 a- Thsim.-Tru FInI and Sin-uh-Stair Norri'al 8&#39;0 &quorImpacI&q­t Opaque lmln(326 No �aa ys� N/A Ocnhp.dl. Edge Fiberglass isinga DI Sidelit,(tod.-InglOut-ing. XO. OXer CXO ,onfigurgionsl 6 f Th.mNI Fib-Classid and Siveddri Nominal 89439:0 8-quoUndriscUtcluct. Opaque 1MIM26 NO Y. Yes N/A Compeer. Edge Ro.r9tess Double Dodr.ith or �ffh out Rdelites (inswingiOutswrig: XX x OXXO confl" nations) 7 g. IlharI Pircer-Cli add Smach-Stor Hemmer 5&439:8 &qUotJmPouat&qJot Glazed lMl/2026 No ye, Y. NIA ,=posts Edge Pitherild- Single Door itiltsvinI conligurai 8 1. Thoome-Tru Fiber-Classid and Smoolh-Sler Hernitral 6&#39:8 &c.dJenrartAcruct, Grazed 12131M215 No yes yes N/A Composite Edge Fiberglass Single Ddi SiddIii XO. OX or OXO 9 l, Themi Fitax-arissid md Smoothi Z nal " 9:8 6quorintripaoWti Glazed 12f3l/2026 No yes yes NIA Comobdie Edge FlIbaI Double Door with or �vthout Sidelines (Irnswing;Oui XX or OXXO conligurations) 10 1 Thame-Tnu Filb-Cl.a- end S-ohi Nominal a&I &qudt;ImindI&qi Glexasol ini;2026 No his yes N/A Composite Edge Fiberglass &.911 Door (Im,winglOunswing: X 11 k, Thermi I'llber-Cla"Id and bimoothi Nominal a&#39:0 &qi Irmpoctilquot Glazed No Yes Yes, NIA Composite Edge Fiberglass Single Dooi Siothlaxs�lflincw' "gloul-ing XO�OX.I config,ins ­1 12 1 Th,ma-Tru Flber-Classid, end Smooth-Sair H."ral 88#39,0 "Ist,impaltklict. GWed 12131=6 No yes yet I Con,poeite Edge Fiberglass Douldre Doorwith or rithwit sdtlk� Ons,,irriplOutoming: XXa OXXO configurations) 13 m Th.mi Filh-Cl.ste an d Smodin-St. Nemnsil 6&43' 8&qollimpseI Glazed i�1/2026 No Y.. vs. NIA Molded Open Composite Edge Fliterglass Single 14 r. Tha-- nu Filb-Cintsid and Smootlr�Sla, Nominal az#3" :8 Glazed 1=1=26 I'l. yes N/A Ivi Open C-posits Edge Fbargrase Single Door tith G iladd Voted Do- sidelii �'wng; iln swingtou XO' OX w OXO conligurations) 15 a- Tharma-Tru "iber-Classir, and Sindeff-Star kommel 6&#39;8 &qut;I.ix,I&qi GII 12/311202e No Yes Yes I Moldad Opm C-peall, Edge Fibwgl,,s Doulb, Door wift, or,.�ilh.ut 31-sid Molded Open Sideliti �lp-InglO,its.vinI or O)Q(O amigi,ilbods) is IF- Themi Fiber-Clativc and Shooth-Star Nominal 68#29�8 &qdpi:Impa,t&qepb: Opaque I=J2026 He yes Yee N/A Composite Edge Fiberglass Single ri Molded Open Slifirlitels) (Inic,inglOutswing: XO, OX ., OXO c.urrIphumni 17 q. Trani Fiber -Classic and Smoeth-Ser Nominal fl&#39;8 &quipt;Impadil Opaque I WIM26 No Yes Y. N;111 Compodi Edge Fiberglass Double Doorvelth or v�lph.trt Giszd' Molded Op. Siddlit- (h.i, fflo.A"�Iffg: XX ar QXXQ configurations) Florida Department of Business & Professional Regulation Pulp I &I Building Codes and Standards "ll!inozi Product Approval Application Detail "' _J -M!"'OR N A Code Endn' .1 Date Ewe Me Pending owe Tv-- V,rsi,n hil-sifedit- C.'staoll Enottrater & License Valdrivad Ely V.11dated Submitted FBC Aboropail A-mve status R.Aaon M20 PGT Industries Jerre Rds.I Mr-d-Ded. BCCO - CER Mudmii BCCO - VAL 1111 af2020 1012612020 11,24/2020 Approwad category: extend, Doore �041) 4&S-Dl" 78 6) 313-259 0 ZCsi sluding Exterior Door Ase-I jr­s ki @15inind ust" ad corriplusnitraftrathod- Codification I or Listing am IL02514iAl Proi Qui As,-,- Aindressil for Va. Approved far Us, Imeact 251 I lihm&dt MorIM Nerritair., Name "Aduat oresneripill..' -entract Expirwrion Dart. In I Outside HVHz Resistant Pressure 9 Vip ii-arge Missile Imped) Viryl sitifini; Glass Door 041 yte Y.a yes NIA March 6, 2023 Din Pus to'lliliv As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IThenan lFiber-Classic A. SWINGING aTru and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/3112026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12131/2026 Themi aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80,0 psf 12/31/2026 B, SLIDING MI Windows and Doors Series 420 FL15332.1 - FL1 5332.5 +40.0/-40.0 psf 12131/2024 PGT Series 5570 NOA 21-0205t03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248. 10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248, 11 +34,41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL115371 NI (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FI_239�2 NIA 7/30/2025 Pella Corporation Series 10[20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60,0/-60.0 psf 6/22J20.23 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NI 5/2512031 C. FIXE D MI Windows and Doors Series 185 FL15349.1 +60.,0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 413012025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 711512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353,2 NI 12/31/2024 PGT Series 5500 FL261.1 NIA 512612026 E. OTHER 3. PANEL WALL k SIDING James Hardie Building Prod, Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL1 3192.2 N/A 12/3112023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL1 5272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 713012023 C� OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/20.25 B, UNDERLAYMENTS Tamko (fbr Shingle Roo� 151b Felt Undedayment FL12328 N/A 6/2912023 Plyglass USA, Inc. (fbr Tile RolI POLYS11CK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D� ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918,1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580,3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust VerA FL17202A +97.5/-97.5 psf 12110/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 1213112025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 15OSS, DMC 175S, DMC 200S, DMIC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storrn Panels FL15076.1 -FL15076.2 NIA 12/31/2023 All American Shutters I Glass Galvanized Steel Storm Panels FL17869.1 NVA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see c harit ANCHORS Simpson Strong -Tie see chart B,, TRUSS PLATES ITW Building Components Alpine Truss Plates FL1 999 � 1 - F Ll 999A NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1.2/31/2024 C� ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5/2512024 i The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following infbirmation must be available to the inspector on the jobsite', 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Busini Professional Regulation Building Codes and Standards Product Approval Application Detail 4_0 (D Page I of 3 U) -00 (D 02512022 0> :E; 7U 0 0 22a Entity . Date Date I Pending Date _0 T- Versia Manufacture Carl Engineer & License Validated validated ftlannitted FBC AWroval Approved statu Ren,ision 2020 Thermai Corporation Stawe Jasperson Lynd in F. Schmidt, P.F. Ryan J. King, PE. Q7t23f2IJ20 07�12!12020 0712912020 1 Oil alI Approved (3) (3) C tegory: Extericur Doors (800) 843-7628 PE-43409 (813) 767-5555 Su�Categoirlc SAMinging Exterior Door Assemblies %Jai .... n@tnarmartriti compliance Method: Evaluation Report from a In W Florida Registered Architect or a Licensed Florida Prol'assat .. I Engineer 0 2 PM047i Pi 0 E_ = 0 Said # Er - Quality Assurance ApprowdforUse AulprovedherUse 0 LL m o el,,Number or Name Product Deencrilptioul CcurtractEpidstion D.Le in I = - - L Outeddis HVHZ Resistant Pres C33 a T= I ru b-Cli and Smooth -Star, Nominal W3S6 41quotimparipIquist Opaque 12J3112022 yo. Ycis y NfA 0 Co 0 CU O.Tip-la Edge Fiberglass Single Door (I .. AnSfOutrinvini X ... figuration) 'j CU C) > 2 b. Thiamni l'ib-CII and Stre,orn-St. Nominal U9$9�13 8quotfimpactli4qued Opaque 1213112022 Yes Yea lA F= (D p Composite Edge Fiberglass Single Doo-Ath Yo" L_ a,dellov�s) (InsvvinglOutavvrig; XO, OX or QXC C�L configured) a) -F CD 3 Th.rmi Filb-Cliuselo and Smothlb-Sta, Nominal 84`#'0g6 8,quot'limpacAquipt Opaque 1;J81t2022 Va. NIA. 1P. _II Composite Edge Fiberglass Doulbl. bilsorwith or W -0 C14 -Athout U) < Sidi XX or OXXO b.ni ... ff ... ) t 11 4 d. Thermi Filb-Classic, and Snaboth-Star N.Minill 5&939,0 &CU0tII11p2Ct&qUbJIt Opaque l2r3112022 yea CQ y 111A,-. 4WD I C ompasile Edge Fiberglass Single Door 111-WrVauravving; X configuration) 5 a. Th.,--T,u Fib.,Clta.si. end SmocIff-SW Nomirrial 8&;439:0 &qtuadbIrhp..t&q.ot Opaque, 12J31M22 Yed, yet Composite Edge Fiberglass Single DocrI Sidelite(s) OnevAnglCupavving; XO, Ox., 0X0 configuratiome) 6 if Therma-Tru Fiber -Classic and Soricapth-Star Nominal 8&#39; 0 &qut;Imp@ct&q.oI. Opaque QJ3=2 Yes Y.a, NrC '3: Composite Edge Fiberglass Double Door Win or W"rput don g.Sidelite" (IrromingilOurtswini XX or CV,0 I narts-I 7 g. Tharma-Tru Flical-Classic and Smodiff-Sitar Nominal 8&#39; 8 &crurbt; limpliot&qUet. Glazed 12J3lf2D22 yes Y.. yss NfA I Composite I " Fiberglass Single Door .2 C3 llnsv�rglOinsavirnI X.-figural I 8 h. Therma-Tru "iber-Clasiso and Shrouth-Star Nominal M939,8 &qUaLlimpactli4quort Glaured 12J3112022 Yea Y- Yen, NIA Compesits Edgic Fiberglass Single Ddormth CD Siiclellre�s) (InievringlOubI XO, OX or CXO configurations) 9 i, Thermi Fiber -Classic and Smooth -Star Nominal 3&#39:B &quotJmpact&quot; Glued 12131 �2022 yea yas Yes Nh� Com"i Edge Fiberglass Double Oxxx Isith or vAthout Sidi (IffsMirglCurtaming, XX or OXXO ciptifigunnich.) 10 7hermi Fiber-Clapsoic and smooth -star Nominal 8&4�0;0 &qucdtJmpact&cI Glazed 12)31/M2 ye. Yes yea NIA Composite Edge Fiberglass Single Door (InswingifOui X config,darcri 11 k. 71hermi Fider-Classid and Smoodi Nominal 8&e3gI &qUot Imp" ct&qut Glazedl 12J3112022 Yes Yes yeas NIA Composite Edge Flberg ass. single Door With Sideilge) �I_ihWautp�Wri X0 '01 onnifigurationarl 12 1. 71hermai Fiber-Cli and SmQoth­$Iar Nominal 8&#39.0 aquQ;Imptudi Glazed 12J3112022 Yes y- yea NfA Composite Edge Fiberglass Double Ditor Wth or without Sidelitas (Inam,inglOutevving; XX or O)CKO como unaticurs) 13 1 Thermai FlIber-Cli and Smoolln-Star Nominal 6&#39:6 &qu-t;Impact&quol: Opaque 12J31 (2022 Va. Yes Yes NfA Composite Edge Fiberglass Single Door vvirph &qQot;Non­ImpacAquoI; Sictilits(il) XQ. OX or OXO configurations) 14 11. 111hermi Rear -Classic and Smooth -Star NormnalI59939;6 &quot;Imsact&quptb Opaque 1 Wlf2022 Yea, Y.. yes NfA Composite Edge F711parglass Ocauble 6isor volth &qu.t,Nbh4dnpaot&cl Sidelites (Inevving/OutaWni 01 corifigurai 15 o Thermi Fiber-Clas5ic, and Smoothi Nominal 8&#n:O kucAJmpadt&quo1L Opaque 1 Ml 12022 yo. Yea yft N[A Composite Edge Fiberglass Single DocroAth ge-ri;N.Ini-impacraquot; Sid.lite(s) (I "s"mil'Outswing; XO, 01 confilitiratme) 16 IF, Theinni Fibiar-ClaWc, and Samoodhi Nominal 8&#39;0 &quot;Imlxdt&quixL Opaque 12J3112022 Yes Yan, yess NfA C. mpongle Edge Fiberglass Double Door vaith &qucd;Ncn-I.Pa.t&qu.t; S,dreliffana (I rissmingi�Cui ng; CXXO configurai 17 q. Thenrodi Fibei-Cf.a.i. and Shin-th-Stia, Nominal 6&939;8 i1quolbNon-Impect8quact Opaque 12/3112022 Y.. yes, No NIA Composite Edi Fiberglass Singe Door (InswriglOuttelving; X configuration) 18 , Th.-I Filb-Classic, and Sn-coth-Ste, Nominal d&#39;8 aquolLNon-Impaut&quot Opaque 12131 r2M Yes. Y_ No NIA Composite Edge Fibeglas,ir Single Door varth Sidi (firtevAriglOulaWri XO, OX Or OXO .-I unations) 19 s Thelma-Tru Fiber-Causio and Smooth -Star Nominal 6A#30; 6 &quot; Non-Impactaqui. Opaque 12J31f2022 Yes. Yes No NIA C"pos�teEd�oFiberglossDoubl&Do6rWt or MJ without Sidelitec uravvinVOUtsving: XX or OXXO c.dfigurafflons) 20 t, Themia-Ttur Fiber-Cessic and Smooth -Star Nominal 8&39: 0 &quotAori-impactaquot; Opaque 1213JJ2022 ya* Y­ No NIA Composite I Fiberglass Single Do., (In-ingiOurtswing; X configuration) 21 u. Thermi Fber-Classo and Smooth -Star Nionri 8&#�9;0 &clubtNon-Impactilquot; Opaque I20f2022 yes, yes No NIA Composite Edge Fiberglass Single Doorsarth Sicl.lite(.) dhavirnglO�taulrg; XO, OX or CX0 conflo rational 22 1. Themn.-T. Fib-Clsisitic.ind Sm..1th-Shar Nominal 89ff39;D&quot;Non-Impatt&quci Opaque 12J31J2022 yed, yee No I CompeateEdge Fiberglass Double Doerwith or WthoutSidelites. (Insinving/Out-ing; )VorOXXO cont'gurations) 23 xv. Themni Filber-Classic and Smorath-sar Nominal 6a#39;8 &quot;Non-ImPAb1IlI Glazed *31/2022 yess yea No NIA Composite Edge Fiberglass Single Door tinxill-glia-uni X configuration) 24 Thermi Fiber -Classic and Smooth -Star Nominal 6&#N;6 &qwot;Non-Impact&quol; Glazed 1213112022 Y.. yea No N/A Composita Edge Fbegiass Single Door with Sideli �nvxng/Oui XO, OXor OXC confi,gurations) 25 y- Therme-Tru Fliber-Classic and Smocthi Nominal 6&#39;8&quoLNon­Imp2bt&quoI; Glazed 12M=22 Y_ yea No NIA Composite Edge Fiberglass Double DoorvAth or "AthourtSid.liffee (InswingfOutswing; XX or OXXO c.,f,giuradiQn.) 26 z_ Thermi Filoor-Classic and Smooth -Star Nominal S&IIII Glazed l2l3lt2Q22 Yea, Y. No NIA Composite Edge Fiberglass Strighe Door ll "arming/Outinving, X-rifigUrastion) 27 z.. Therrinni I'llser-Clusai. and smocrth-,sar Nominal 8&939:0 Squat:Non-Impactaquot, Glazed 1213l/2022 Yers yes. No I �C m 7;p.aibt Edge FibiargI.s. Single Dorcur Ath flite(s) (IbsvAng�Outavxng; XO, OX a 01 corf-rarritins) 26 A. Therma-Tru Fiber-Clesdid and Smooth -Star .mine] 8&#390 8,quotNcx-Impab1&quo1; Glazed lWl/2M yes Y­ No NIA Components Edge Fiberglass Doulp e Door With or With but Sidelitee (InswinglOupswing; >Q(,x OXXO configuracions) 'clor Depa itment of Busaness & Professional Regulation Page I of 2 Building Codes and Standards ir,12D21 Product Approval Application Detail Code Entity or Dift Date Dery Piriding Date 11211. Vilini Manufacturer copI En,in,,a& Lk-,-, Validared IW Valici suturoli FBC Anproval Aros, ... d Status RaysI­ 2020 MI Wind-* and Does Stem 8111triger Luis Robert. Lomas Steven A Unch. PE 10ME12020 1010612M 10119/2020 l2il&2a20 Aoin-evad Caregary: Exterior Doers, (717� 3S5-330a FIE-52514 f717�31r-8454 "Capaglorin SUci Exterlar D-Aseembiles tnMigapQrintont.com Compliance Method. Enluation Report from a Freddie R tolerated Architaitt.r. Licensed Florida Protannifieral Ehgff.a, Quality Assuradise Approyod for Use Approviod for Use Impact I 800 # P 'dll tillblirvir Name TX Product Deacarli c'nthe"i F-Viraft I onto In HVKZ Outside III Resistant Pnibi 1 S= ALL MINUM SGo SERIES 42CALUMINUM SGD OXO 1213V2024' No Yas No NA 146 3/4&qii0tp,808.quo1: NON -REINFORCED 2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD OX. XO� XX 12J31J2024 N. yes No Ni 96&quotx8G&quo1 I -REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES420ALU lNUMSGD REINFORCED OXC 121311 N. yd� No NlA 4 SER�E,9 83D RE.NFORCED SERIES 420ALUMINUM SOD RENFORCED OX. 1M112024 No yea No I :20ALIUM�NUM XO. XX 96squot b96&.quot: 5 SER as 20ALUMNUM SeD REI FORCED SERIES 420ALUMINUM 013D REINFORCED XXX 1231/2024 No Y., No N/A J43&q.t;xW&qi Flondis Department of Business & Professional Regulation I I of 2 Building Codes and Standards IMJ2021 Product Approval Application Detail 41L�"P1'1PN0 Code Entlit, dr, Da" TVDI version Conrad Licari validated By veild.121 Subleftill I'SCApprovaill Approved Rwiatch 2020 Wayne-D.11i Ontilen of Overhead Do., Dwayne KcI John E.5-has Jeffrey P. Arneson. PE 1011 2F20 20 0912912020 10,2312020 l2iI612020 AI Corpopulo (330)7153-8121 PE-51737 (904) 821-52W Cmagory; Exterior Doors dkrpmishQ�aye­di Subcategory: Fattlen.1 Extend, D-i-A.eirldes xM Coamplianda Method: Evaluation Report name Holds Registered Architect or a Licensed Fields Pr6liessional Engineer FIL#8240-1129 Products Quad, Asnararics A,r,v,d for Use Aipaii--red nor U,a Irromenct Desid, S.09 Product MQdeL Number or Natine Product Deadriptlill CMtggt FxpIr?Jxm Data In hvHZ Outside HVH R.alspant Pressure 3 80INA10018200 #1105 a&;Nd); Max width. 14&#39; Mex height. Glazing 12,31,2023 N. Yes yes �31 001-35.00 ­i1able in top or Interni section, 10 800Qi&l001820Q#1l23 l6al"i M. width. 14M$r. Max holi Gazing 12131=2a N. ye, Y. 30 01)1­33 50 inaulable, In top or intermediate section 11 6000/810016200 #1124 1681 Max width. 146#39, MaX neigh' Glazing 12l3IM23 Me yes yes 34.401-36,30 'ailable in top or nermodlarb, section, Florida Department of Business & Professional Regulation I orl Building Codes and Standards I N2021 Product Approval Application Detail A,, code Entity or Dal & cars Date sending Date varsi- Mentiflacturair contact E,,Ih,ar& Uda­ Validated li vanderand Signunitted F50flicuressal Approve shalur, Rowiticari 2020 Curri.aDf,mori Ind, Tom Roney UL LLC Troy Bishop. P-E. 17JI012020 12101(2020 12,2112020 Approvad Category: Extorter Doers (641 4a4-2813 (S54) 94r­0850 subcategory: EXteror Door Componi lorn-hary@Iestatipy.d. compliance Method-. Certifli Mark or Listing in ftmiHitil-Re Products Apprillyxidtor Use Aporoved to, Use Impact Design, a-- N lartefitictlitsolial.Numberrii-Na Product Descrutat In HVHZ 011trad. JIVHZ Resistard Phia.u. 1 50?, 707, 727, 747, 75T. 777, end 64? Single and Pairs al Flu sh. Glazed. and Louvered shingle and pairs or IM112M yes yes Y.s NIA Docre III matal dears. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d`2 I a2U21 110k"' code Raflit, It Data Data Dab. Painting Di T� -a Version Manufacturer c.oI Facilities, & U- - - validated B, Valdrital 5uldrou"d FENC Archival A -rowel Status Revision 2020 MI Winrhon� and Doers Brent Sillinger American Architectural Soon M. Uni PE 11117�2020 1 Ill 7M20 1112irl2021) Approved Category: aftdorals (?I In 365_�3300 Menrtfii.ttir­ Association � Tl 7) 317-13454 s ubCategory: Single Hung Insitfing.r@rni.d.-m C aurnpilance Method: Cardlitalhon Mark or Listing Quality 01 ... rence Approved for Use Approved for Use loripand Deelem Sea A Product Model. Nure Product Dereciltathon Corcratel Expiration 94L. In I Outside HVH Resistant Pressure 2 IBS SH 52X72 FINFlaurge Frann, IGISG Single Hung I oli No Yes No 601-60 Laing -noted Gets CD E =:3 C_ > 0 > L_ CDL 0 C.) 0 L_ 0- U) 00 < -0 0- 0 LIJ Z 112- SHEET NO. PA 1.0. -r � f i F__ __ I _T 4_0 (1) (1) C_ - Cn CU (3) -#'-j Florida Department of Business & Professional Regulation page 6 of 9 Florida Department of Business & Professional Regulation page I of I Florida Department of Business & Professional Regulation Page I ark Floridis Department of Business & Professional Regulaten page 1 of 2 0 -0 > Building Codes and Standards lt25,2022 Building Codes and Standards 1&2021 Building Codes and Standards 1512D21 Building Codes and Standards 102021 = 6-0 =3 (1) 2 _0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L_ = (1) 0- 0 0 (D 0-" 1 I - - t.,1­01ril "I I 1 "11­1- NN �a'­ ­­1�11_rrq""' �WoF '-_ ,'r - - � L � awl �L-�--"-,�,�'ll'-�,�',��.N�,,�z-�4�,�R '11 IN 101 I "� "_­'­__­"­eX_' ffl�; 0,0 'vg­ Lu, rt'l % - _7 - "'� ,� ­ _,� ,­ _'im "t, dox- - strcry"i, ,,-';"7 1r'_.""r""',y ,",­­g -_E�'­_- -"'W, " "' ' Qr-�'� �"��"'."'�'r �f�"';"'��""��i"�"' � � �_ _A 10% =1 rZ, 1, 1,131"i4 - , - - - , ". " Code Entity a Date Date Date, Pending Date , 7- , .... 11 --- � , : � I I r�" 11", -� % � I -_,r, I, - " 2" -1-11- ��­­_­' _1 , - ­ 'c'_3 ­-.5"A" ",-"- - L, "R., , N , _'_'i� EMMOUN-F "", r, ,-4'-,,, "A"'."'"Arr �Llr_ 'iV"'', L ''. = co -0 D_ . im Version Manufacture contact Frujimeer & License Validated Validated Submitted FBC Approval Approved Star. �2111 ErAlt, . 21lia IDAR Dome laku'lla. net. Cod- E nine or me Date igarte Pandina me Cod- TV- Version Monnerfachurear C.M..t E-i-r&Lksions, Validated a, closte Dat O Dole Pouched Me Validated skatearketakill FgCA,,,-1 Approved atakfir. . - a) W Reviamn 2020 Thar-Tru Corporation Star- J.spe,..n Lyndon F. Son ordl: P, E Rysa, J. King. P.E. 1 010712021 0911 8i'2021 1011WO21 12115=1 Approved nolka version Manufacturer Contact Metals. & License Validated 5v Validated submitted FBC Approaral Apgrouel 41stu. Tv -a Varied- Contact I. . Validated & Sulonnitlaid FRIC Armtrovel Approved Status _4­0 0) 0 _"' U) _t=f Category: E,t.,i.r Dod. i800) 843-7623 PE-43400 (31 3) 767-6566 Afflumation 2020 PGTIndustirks J.k R.-..kl W-1-D.d. BOc0 - CER MismIkOod. BCCO - VAL I W512020 1 1 P&2020 11(1112020 Appro,ord ReV,i., 2020 rAl Widowe and DDol'S Brent Sillinger Annerican Arch ilectural Steven M. Udch, RE IMEJ2020 1OXar2D2O IW19=20 Apip-cl R.v'i.. 2020 Mi Vint d- . k d D.- Caelpharin Windows Breit SItUrger Anner.on Architectural Steven M. ufth, RE (717) 30 33M Mca.la.tu­ Air-hitim ,11 7) 317-8454 11=2020 lln2/2020 11J2=20 Approved Subcategory: 5winging Existerrar Door A*aksmblios siaspereenn@tInsimartru.co category: Wirrd­ (941) 08-030 (786) 315-25aC Yers-KiTi,gilodustrote,c Category: Windows Subcategory-. Horizontal Sider (717) 365-3300 Miniurf.dur-Asacciiati- i7l7)317-8454 bsItIrqarP_mKvd.conk "Category: Fixed 1wItflrg.r0_mIv,d­ (D -0 0 Com glances Method: E�Ikluatidn Report from a m Subcategory: Single Hong Complement Method: Carthication Mark Listing orn Compliance Method: Coutifloinan Milk or Listing Compliance Method: Cattifinsion Mark or Listing � -0 Florida Registered Architect of a Licensed Florida or I = 2 -= -0 Proftessronial Engineer FL*236-R2BProdu fl.#15354,518 Products FLA45US-RIA Products , -2 a) FL120461-r(I Products Quality Alkeurepole Armancialific'urs. A Do reved for Us, Impact Coal- Quality Assurance A ... vast for Us. Impact DI It. Approved to, Us, Impact ceek" 0 (5- = -2 3: Quality Assismirs n ce, Approvadfort.),ke Appro-cillariLlske Impact Desicin sea A Product Model. Numb. a, Name C 0 onset Expiration Date 11) HVFZ Outside HVd Resistant Pressure 8-# I'lik".. P,.d-t D ... rhatigg Contract EXDIrZtIM Date I, HVHZ outside HVHZ Resistant "... son N Product Model, Number or No.. Product Dgadillpto , Contract EX14rathy Dal. In HVKZ Uwe V Z Resistant Pressure ' V " a V ' = 0 Lj_ - Sao # Product Model, Num bar or Name Product Description Contract Expiration Date in HVHZ Outside HVMZ Resistant Pressure 2 SH5500 (Large Miskii, Irrip,d) Vinyl 91.91a Hung Wirl- 07130=2S Y. Y­ ye� MIA I HS i 66 Fin and I'l-go Frome 73.62 I ­Ulad.d Gl- 0211OZ2024 No Yea No '55m5 1 185 few 73 a 72 Insulated GI ... 04103/2023 No No Yoa No -60/A� " = . CU -I--, M 1 a, Therme-Tru Fber-Classic aild Smooth -Star Nominal 6&M.8 8quctNonHImpam&quat; Opaque 1213112022 No Yes No NJA = "_ 0 Co > Composite Edge Fil)orgfaw Single Door .0 -= :!L- 0 U) 2 b. Therma-Tru I"Iber-ClasSIG and Smooth -Star (Ineyeng/Oulavinng; X configuration) Nominal 69#3RB &quot;Non-ImpdUd48quot; Opaque l2nf/2022 No yes No NA L W -0 F . Composite edge Fiberglass Single Doonvith ti . .. LAJ L_ Sidelite(s) (InervingiOutavving. XO, OX or 0X0 C3 L_ 0_ config-h-s) L Z cz, 'j 0 V, !E -.2) 12 OL 3 a Ther-Tru Fiber-Cassoand Smooth-StAr Nominal 6&039;8 &1lUkdt,..N.n.Irnp.ot&CI.ot: Op.q.e 1213112022 No yes N. NJA CL 4= Coo) Fiberglass Composite Edge Double Door \efth or -S M C., M U'll C14 n �_ (_- W I < Wthout Sidelites (Ird;WngVC.Iswog: XX, 0)01,0 -0 CM -_; = L'_ E� -a . - configurations.) C:3 .!2 ity - = 4 d. Therma-Tru Fibyr�Glassio and Smooth -Star N.mi,.l 7&#39;0 &qua,N.nrmp.dh&q..t; Opaque 12131J2022 No Yes No MIA Composite Edge Fiberglass Single Door C" -0 "I - 5 a Therri Fiberi-Cassi. and Smooth-Ston, (InsWinglOut-ing; X corifigurestinn) Nominal 78JM9,13 &quotNcn-Impacd&quot Cipaque 12131/2022 Composite Edge Fiberglass Single Door With No Yes No NIA --a -ox 2 C= C, M = at Cut _19: -,!P '= -a Cur cu, SidlkalltKa) (InevinglOurtswing, XO. OX or OXO .� E :5 = dkdmfiguratimrrs� Florida Department Business & Professional Regulation Florida Department Business & Professional Regulation cu 0 '�; t 5 f Therni Fiber -Classic and Smooth -Star I No trial 8&#39;Q&quot,Non­IopacrI Opaque IDWE2022 No Yes No NIA Florida Department of Business & Professional Regulation Page I at of P.A. i .f I of P.'. i .r i C.) �Z It= �E Composite edge Fiberglass Sing I- Door Building Codes and Standa rds 1MM21 Building Codes and Standards i5=1 Building Codes and Standards - :t 't it IMRD21 (InawrngfOutawing; X configuration) 3- Cc " 7 g, ThQrrri Fiber-Cle.ot. and S-th-Star Nominal 5&#W;Q&qUotNon­Imp;kc;c8,quvk; Opaque 12/3112022 No yes No NA = cu 4, a= Composite Edge Fiberglass Single Door wth Product Approval Application Detail ProdUCtApproVal Application Detail Product Approval Application Detail . � 'j - 111.) . !t_ .. = - Sid.ln.(.) (In.wr,q1W.va,g; XO: OX or OXO configurations) N. yes. No NA - - 'm-7 " ;. �t�--_'--'�, ,,;-�,,,-,,����.-�p""�",*��-,�0',-'N- - ' - I ti�' -',�,,"ogl _"�.-'-",.�"' '�t,-­;- � -�A' �� "� � �"' �� L""r-- I ; � 0'�. - �'�';'��'&Zr_ '­ �'01­ -4;r";< M P"i, - --- ­Q- �'� --I rzr��_-L - '� -,,-,-, _'­­�1`101.vx ,' 4, r- '�" � q Ll� �4' '_ � ", -, ,!W',- ,�'k�'��j'r�'%'�";;f 1_'��vr%'� � � %7 c� -0 g , �� iv, , - %6",� , I _"g - "11" rlt4iY - I � . . . . . . �. �' - � � , I - ­ " P ffR-'1'­p11irA"' % "�- ,��c gzo ­ , ­_ - � ". -sr .... '.� 1�1 11 -11 1-1 _' g" �-",`I"- iws'-­��"'�r-'�' r�"% 2�f - , - , gg - .g .1 I ", I , - ' V�'.""r'C4� ��' 51�%� "�'r"d'�-.';,.'��c" 5�1�0.""g�d_ - � g� A�"re�t�"'S�' -; _a, -,,,=" - , � , ­ - - � - r� ,�'�� %'g�p�� '-e ��ftvl' ­­­"�',Z -'�.­-r­��'­' 1'4�­­ " r,'I_r.� _�Pr'�F . , �. 't 8 If, Therme-Tru Pber-Classic and Smooth -Star Nominal B8#3g;O &quot;Non-I mpact&quot Opaque 1213112022 Composite Edge Flibeirolosis Double Door with or " - 1-11 I � -1. �- 1. .11 1. -1 ­ ­ ''I'll" ­­­­ ­ I Cod. I - � � - gwl'�f �' " �;Am�r 111X.1� RI'M NW4 tr c��n 1.1111 _2 ", 11011' Entiliku or Dal. 2912. Osit, Poncho, U& Cod. Enl1hr or Data Data note P.."Arka � � 292 _-�'.'�c;�o4�A� 7'� �_ , QM _L11 1 4--"`i�"I' ��� , " n��h�i7l,f"'WM_ slump or "�W!�r, .... ­ �� r- I , � 1� �� --, % v ,�'t Data Data code Printing = We 4 vAthibun Sid,eites lInswinglOutooAng; XX or OXX0 actifigurati.n.) 'rYne V-1din MiumuNO.- Contact Book- & lJoeria, Validated I Validated Submitted FOC Aboreval A,,,v-d Adiga T`_ Version M,n,Wu,r cot"talt End! ... r a. Lidgirk, Validated 8, VAMI $�ilmktld FBC A-rewil A-edved $(due TV DO Version manufacturer Contact Enable., a 1,1c.n. Validated By Validated Submitted FBCAPPMeal IiII ' 9 I- Thermot Tru Pilber-Classic and Smooth-Ster Nominal 6&#39:8 &quort.Non-ImpacMduct Glazed 126112022 No Yes No NA Affirmed- 2020 PGT Industries Jons Ras-kil Manil-D.de IRCCO � C511 Mi.mi-Deder BCCO - VAL 11/0512020 1 1 05r2020 11M112020 Appr..d R,e,i..n 2020 Mi Wind- and Docre Brent siting,r Lot- R L-, PE Steven M, Won. Pl� 106612020 l0AI0ni)2O 1W0,2020 1211512020 Appravoid Affirmation 2020 PGT Industries Jers R-ld hildinal-Ded. Ecco - CER Miami-Oadle BCC0 - VAL 1 lJ0512020 1 1 A)5aO20 ill 020 Approved Composite Edge Fiberglass Single Door Category: Wind- (941) 4ee-OiOO (irae) 315-2500 Cal Whind.wo (717� 365-3300 PE-62514 (717) 11 ?-8454 Coronary: Wind- (941) 486-01 0 D (786) 315-2590 0 (InswnpfOut�vvng, X configuration) Subcategory, Filred troavesklgipgkInduairreso subc,t6gicy: MI baftlIngerCm1wo-cank Subcategory: MI Irce-ad(gingkindustrued - 10 J. Therma-Tru FlIber-CIASSIC and Smooth -Star Nominal 5&#39;8 &quatNon-Impactilquict, GII 12�31=22 No yes No NJA Compliance Method: Cartifi,c.b.ir Mark or Listing pit Compliance Mothod: Evaluation Report tom a CamplIon.. Method: Certification Mork or using Om Composite Edge Fiberglass Single Door vAth Florida Regidtared Architect- Licensed Flarld, Sideffle(s) (I navarglOutsWrig, XO. OX or OXO FL#243.R24 Prod Pi-cfeiesicral Engineer PuitMAUProidtho 1 1 k Therma-7ru Fider-CII and Smooth -Star comfi A tuart.n.) Nominal 6&#39:8 &quotNon-lmpzct&quot Glazed 1213112022 No Yes No WA Cukelle Aeourkate, Acreaved for Us, Andirievoid for Use Impact Deal- PLAM5363,115 Products Quality Assurance A paprovird fur Ukre Approved far Uss Impact Darelan Z Composite Edge Fiberglaose Double Door with or sang P,,d,�t Model, Numb., ur Marine Pninjud Dasiddirldon Ciantrayt Expiration Date in HVIAZ 00firichr ­VHZ Resistant Pressure sea 0 Product Model, Number or Nam larreiNal Dankyriptlon Contract litalratIonteare it, HVIZ Outside HVH Resistant Pressure WthourtSidellres(InswingfOutertrii XXorOXX0 5 PW-M20 Lorgar 110hrolle, Impact! VIny! Fixed Wrd.w 04M/2025 Y­ Y_ Y­ NIA 0-irtr Aesurarri. Actor,yeelf,rilor, Approved far Ova lar-1, Darelear I W,.illion. for All Doors an of Wind- Aluminum Mulliores 05126,2026 yos� yes Yes WA configuratIons) saur 9 Product Medtair Numb. or Name Product Do.irlidll­ Contract Ektilindkin gets In ­VHZ Outside I4VI4Z Resistant Prossur, 12 1. Therma-Tru i4ilber-Cloadic and Smooth-Ster Nominal 7&#39;0&quot:Non-Impact9qudt Glazed 12IS112022 No Yes No NA 2 5704 Verb,,] Numb- MUIhm Inl/21324 N. Yes Y., NUA Composite Edge Fildierglikers Sing]. Door (Ima,ingiCuldswing; X octrfigunciQn) 13 - Th-a-Tru File-Classi. and Sm..th-St.r Nominal 78939;O&quo1:­,Non-ImpacL&qudkt Gloved 12J31/2022 No Yes No NA Composite Edge FberglatesSingle Door Wth Sidelftea) (Insvenst/Outsveng; XO, OX or OXO configurations) 14 , Thernna-Tru Fiber -Classic and Smooth.Star Nominal 3&#3Q:08quotIvdn-IrmaacI:8kiUo� Gazed 12131f2022 N. Yes No NYA Z Composite Edge Fiberglass Single Door (InsoilngirOutswing: X configuration) 15 o. Therma-Tru Filber-Classe, and Sorkdorth-Star Nominal 8&#39;0&qUot:Non-ImpaGt&q=� Glazed 1213jr2022 No Yes No MIA Compaosite Edge Fiberglass Single Door with Sidelfte(s) insWag/Owtowmg: XC: OX or OXO Florida Department of Business & Professional Regulation page I of I Florida Department of Business & Professional Regulation P.g.2 &2 Florida Department of Business & Professional Regulation Page a d1`4 16 p. Therma-Tru Fliber-Classle and Smooth -star configurati.na) Nominal 5&#39;08quot;INon.Impakt&quct Glazed 12/31 f2022 No Yes No NiA Building Codes and Standards I 02021 Building Codes and Standards 1001021 Building Codes and Standards $16sDO23 Composite Edge Fiberglass Double Doorvarth or Without Sidelites [inswinsgfOutsvvhng� XXor CXX0 Product Approval App]]C artion Detail Product Approval Application Detail ProdUCt Approval Application Detail W perfigurations) 17 q. Ther-ki-Ti, Filb-Chadosid and Smo.th-Sbour Nkiminsil 5&#39;8&qw.t.NUn-l.pskcL&quI Opaque 1213l,?2022 Composite e dge Fiberglass Single Door With No Ye. No NA '­­r - -, r - § -"- - -rr "'K 9 ­P'0�lM"W%� ' 'V,- _"' '�_! ", " -I , 01-mter""q - -'� l� ".'&�"'gffl 1�7,&" _ _�Yr'�gg"'rrrw"­ ,mg"'.i' Mffi � lg� ty r" SOON �' I I �' � I � I ,,,, Transom (Insymirg/Outswrig; OIX configuration) *444 ,,,,,, g"'m - l,rir , , "t - _� �' � , , _' " �� , g3 � ­ RRRW� , "__'__' or -, MIA �2��1`111, ,I _�81 "I i Z I I � �� I'll -- I'll, I "I'll", c ..... 11 -1 ... "I" 18 r, Thernia-Tru Fiber-claasic and Smocath-Star Nominal 69#39;8&q�ot;Non-lmpacttkquot, Opaque 1213112022 No Yes No NA Cod. Entity 9, Data Dets Prato Panalloo Date Code Entity a Cleal. ONO 09, Ptaidina 29122 Coed. Ethic, .' Data Data Data perindired D-ft Coirritrasite Edge Fiberglass Single D..-Ah Sidelitefs) and Transom (ne-grOut-Arg: O�XO OIOX or O/0XC configuni T.". V..I_ Manufacturer Rovislorr �020 James Handle Burdlill; Products. III Contact Encria- & License Valiclothad IN Vadidated Submitted For Approval Approved a" Chad Disick, V. More,.-, Tan JohrOoufkardl� P,E. 0110512021 l2flalt2020 Olee/2021 ding FISC Aden Tv". V.ri Revison 2020 Alsid. Contact Enadruinkir & upon" Validated % Ni�k Thompson Lyndon F edulikil. P. E. Ryan J King. P.E. Validated Rutoldittaol Flic Ab,-.l DV15f2021 o2i'1512071 OI A.-Y.0 alai- Wa(2(121 Approvad T­ Weekin M,n,f,,t,,,, Revision 2020 OAF Contact Eirafirreer & L.- Validated 15� Michael Suit Robert Mention John W. Kn ... vith. RE Mandated Submitted FOC; Arkdr ... I Approved a" i 2JI9�2022 12M712922 12�0n!172 (12107,`2023 Approved No No NIA Category: panel Wells fe09) 545-83U PE-81062 f352) 567-2�26 C.I,g.ry! Panel Witte t330) 922-2389 PE.43409 �813) 7G7-G555 call.g.ay-. Footing (800) 766-3411 FE-5316a (954) F72-6224 19 s, Therma-Trut Filber-Classid and Smooth-Ster Nominal 6&#39;8 &quot;NoF-lrnPac1&quot Opaque 12131f2022 Composite Edge Fiberglass Single Doorwith Yes SubCotegidiry,scing ,h.d.dIo­.k.tDja­h.dI Subcategory.. S.Iffile ­r1hdmtFv.nj�.1aid...m SUbC.I.gI Asphalt Shirch., ­­tI.h@Aaf.c.ar mi Sid.li*.) (1--ingI ... ing: XO, OX or CXC Complisclee Method: Evaluation Room frorn a I.-M C.arpll .... Method! Evaluation Report from . Compliance Mother; Evaluation Report from a Continuous Head and Sill configurations) Flort Registered Architect or, Licensed Fl,,fids Ford. R.qI,tarvdA,rhf.dt or. Lie-cl Florida Fields Ragiatcr.c!Akr�hitsd or a U-nd Fold. 20 t Thermo Tru Fiber-Closisk and Smooth -Star Montreal 8&93,9,0 8k;tkdt-N­Im,­t8Uoudt Opaque 1213112022 No Yes No NIA Pot-iI Eirginee, Fcf-1-1 EnAncer Prof ... loral Engineer Composite Edge Pberg acts, Single Dor,,r wth Sideloe(s) (Inswing/Outsuvingi; XO, OX or CX0 F L#I MINAS ProdUct, FL#15277-R5 Firridubt, FUMIO,112A.1133 Products Continuous Head and Sit configurations) Quality Assurance Approved to, Us. Approved for Lisa Impact Poslan Quality Assimany, Approved for U- Approved f.r U.a Impact Doelso CualltvAlistarance Appron.4 for U. Approved for Use IMD..l 0,1= 21 U. Themrp,Tm Fib-CIassio and Soncom-Star N.ri 1 6&939�8 8oucrt Nor-Impact5quot; Glazed 12J3112022 No yes No NIA stal'i Product Model, Number or Nam Product Detic,liallo Contract Expiration Date In HI Outside RVHZ Resistant Pressure S.q 0 Product Model, Number or No- Product Cascrifitloa, Card ... I E.plikellom Dal. it, HVHZ O.t.1da HVI4Z Resistant P-sure QffQ 9 Produot Model. Nurdier or Name Product loodorlptlon Contract Explabon Date In HVHZ Outside HVHZ liesisfallf Pressure Composite Edge Fiberglass Single Door with Sceiri (IraWngfOutswrig, XO, OX Or OXC, 1 Cemplark Larp $nfing lbro-im.'t lap siding 1Z2,V2023 yin� ya� MA MIA I ar. 0Ucc�2Te,.qu-t: Soffit Vent Or Soldl VII Win 1213172023 No Yes NO WA 1 OAF Asphalt Rwf Sh orgies for use in F13C rko-HVEZ Fiberglass reiriforded 1-talb, larninattd, 5-bilb and 12MG12025 No Yes MIA MIA Cc ntinuous Head and Sit configurstions) 2 Ho,d!,Pl.nk Led Siding liffier-corrant lisp aiding IWV202� Y. Yes MIA MIA 2 p. &quot:Allonse T4&ardt� Safrit Vent - Scud Vinyl seen l2i3l!2023 No yes No NJA jur-Ndlotan, hpiridg, asphalt �Ihkrl)lda I 22 v Therma-Tru Filber-Clowic and Smooth -Star Nominal 8M39;0aquot:Non4tnpad,t&quot, Glazed 1213112022 No Yes No NA 3 a. &.quot:Greenbriar Vintage BeadI Safi Vent or Sold Virryl Sofffl 12/31�2023 No Yes NO NIA Composite Edge Fiberg less Single Door with 4 d. &p`oto5&Wot; Setif Vent .1 Sold Vinyl Soffit 12f3112023 N. yes No N)A Scellse(s) (I re,AnglOutsverig, X0, OX or OXO 5 a A'qud;CrerW Dali9quet; Soffit Vent ., Sold Vinyl Soffit 12OV2023 No Yes No MJA Continuous Heacl and Sill configurations) 6 f. SqUdI Sip-&q..1,; Soffit Vent ., Sold Vinyl 8.ffit 1213112023 No yes 14. NYA 23 W Therma-Tru Flear-Classic and Smooth -Star Nominal 68#5P� 5 &quot; Norr-Impactill Opaque 121311/2022 No Yes No NIA Composite Edge Fbarg lasa� Door Panels with Vented Sidieli*s) Orsvinglautsv,irrg� XY, XxxorXXXX configurations) 24 x. Therma-Ttu Riber-Classio and Smaoth-Star Nominal 8I &quobNon-impraot&qUat; Opaque 1213JI2022 No Yera No NIA Composite Edge Fiberglass Door Panekswith Vented Sidelite(s) (Inewrig/Outai )O� )O(XorX)O(X configurations) 25 y. Th-ei-Tirt Fiber-Closso .ad Sm-th-Stri, Nominal 6&93918 &qu.t:N.n-mfadfi8q..t, Glazed 1213112022 No Y_ No NJA Composite Edge Fiberglass Door Panels with Vented Sidelite(s) �nswnglCutawing, XX X>D(or X>= Florida Department of Business & Professional Regulation Page I of I Florida Department of Busmess & Professional Regulation page I at I Florida Department of Business & Professional Regulation P.A. I of I configurations) Building Codes and Standards lomi Building Codes and Standards I 812321 Bullding Codes and Standards 1022021 26 z. Thermes-Trut Filber-Classo ard Smodith-Star Nominal S&#39:0&quotNon-Imprae&quot; Glazed 12131f2022 No Yes No NA Composite Edge Fittergi- Occor Partals with Vented SpEgii (InstvingfOutswing; XX, XXXor XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) I � I I I 1 1 I - I- - -,f'��-�' Er'-11%�'�7',"��U,," NZ I � � - -5��"'­.'­'- -4­­­'­_­­­'11-­� ­'-­-'."�'_�'�-��,_�i� ��'� rt�' , 11113 �' 27 ze Thifkma-T� Filber-Ciassic, and Smorcm-Spar Nominal 5&#39:8&qtjot,Non-lmpoot8quot. Glazed l2i31121322 No yes No NJA Composite Edge Fiberglass single Door with 3&039:0 Sidelite(s) (InewngtOurtawrig: XO, OX or OX0 I � '­ - � - , .. - �� ­ __0 � �� , 1, lii� �' configurations) Code Errtity or W, Date Dedie Periellne Sp-ts: �rnlrt Entity or Date Dal a ceshe Pokidinn Date Coda Entity or Dr. Date Data Pending Date 2a z1b. Therma-Tru FlIbeir-Cassic and Smooth�Star Nom[nai68P3e;8&quc>tNon-impacd&quot; Glazed 12t3lM22 No Yes No NA T­ V..Icp Manufacturer Cidinurart Fronnor & Lido ... Validated the Validated submitted FBC A-rowil Ap,rd,o Atda Zu'll. Version hatemarf,orturar Contact ErojI Li ..... Validated she Validated Submitted! FRUC Arprovol A .... ved Status 7VP. version Mkiriurfact-r Contact Mrigh-, & Liceiree Validated air � Validated Submitted F&C Approval Approved Status Composite Edge Fliderglam Dotibles Door with Re -ion 2020 TAMKO BuIlding Produdis LLC Wrl Edon Robert k1leminvin John W. Knuovilor. RE 10104/2020 O2`29nD20 la)l2r2O2O 12A6�2020 Approved Rai 2020 L.V. Thompson Inc, clas -Plompoon Architectural Tory Chdistria, Zachary R. driest Steven M. Ll,ch, RE part 7JM20 O9JlOf2O2C MR212020 1�1=0 Approved Revel- 2020 Floods Met.[ Products Inc. Clark Jones James I. Bucks, P.E.d Steven V Wish, RE 09,27�2020 09)25�OX 1010�1320 12MEYN20 App'-d 39ae3�9 Screfltias in-ningfOuts,ang. O)C(O Cadegon,; Rooking (417) 624-6644 PE-M166 f954) 772-6224 Metals Company TAMCOn � 4913) 248-3456 PE-74024 i717)317-8454 . Category: Rotflng (904) 783-8400 CBUCK Engineering 017) 31?-8464 29 zc. Thermat-Tru Fiber -Classic and Smooth -Star configuration) Nominal 8&000 %quot;Non-Impactaquot; Glazed 1213112022 No yes No NYA S.1dCartnegen, Urxikkrlkymarit� k-Ledo.@l-kocorn . Category; Roofing torlyQg-hal-iningLoom lkubCaliag.krj� pooling Ad-suries that at. an derupia-c- RE-31242 I Comporaile Edge Fiberglass Single Door with 3&930;D Compliance Method: Evaluation Report from a Subcategory: Rocallng Aocesmles that are ari Integral Rork Rooting Sol- Integral PiUri ftollirg,Systarn C-Plianar.10.11hod; E-1-tion Poportfr.ma Sidelite(s) (Inavmtrg�Outewng XO, OX or OXO . Florida Registered Achruadt .ra Licensed Florida ofthe Coarnirl once Method: Evaluatlark Report from a Fields Rogetcred Arehitout or . LI-ed Fl,rds 30 zd. Therrindi Fiber -Classic and Smooth -Star cornflilurail 0 no Nominal B&AO 9qvotNon-lmparcg&qucx, Glazed 12al f2022 No Yes No NIA P,efe-drid Engin- ForklaIR,glet,rad Arpriftectora Licensed Flonda P'.4-1-1 Engineer Composite Edge Fiberglass Double Door with FL*12328-10 Products Professional Engineer F L#2168EII Products 3&4439�0 Sidefiftes (Inawrg�Oufisveinlg; OXXO Quality Aitkarrone. AcremyedlicaliA. Aparovaid for use II parsion, IFL#15916I Praiducte I 31 ze. TharmajUr Fiber.Classfic and Smooth -Star poinfiguratit,n) Nominal 7&#39;0 &quptNotr-tmpact&qwt; Shaker 1213112022 No Yes No NIA son 4 Pr.du,i Model. Ng,b,r or Name C� Prcd,,t Di,adiii ntract EmAndion Do(, - outside HVHZ Ria1I Pffissuras QUI Assurran" Apparel for Us, Amovied for Use impact Design §2112 Product Meedhol. Nuarabor or Noma 0-1111YAssursovo Approved for Us. Approved for Us, Impact Design Product le.s.6iol., crara,el Feirintal- Data In HVHZ Out,rd, HVHZ lik.�Irrlskvt Fr,,u,, Series Composite Edge Glazed Filderglaos S;mBle 1 TAMKO Roof Undisnoyeatrits (HVHZ) R.alf-daroynons for us. In PAC 4VHZ 06MI2023 Yes No MIA WA alai P,,d,d Model, N,.b,, ,, N­ Product Description contract Emahathen Date in HVHZ Outside HVHZ R,,I,t,.[ Pre".. 3 3- FLAMCO 9-quo(:RV i0 Ridge Varru&quot; Aluminum Ridge Voris W pitched roots fabricated 1 V31 t2O24 No Yes No NIA Doc r Wth or without 1 9#39:2 Si d a lile(s) juraded ... I TAMCO Flat Top Ofl- R dgo Vent mth sefle for TA a 26 go. static ro9l'yontlistor with baffle 0=912026 Y. Yes MIA N/A fro n 0. 025' AJu nr inu in �Iraam nglOutswing, K OX XO or OXO configu rati ons) 2 TAM KO R cof U rde ra yrmorrt� (N ON �HZ) R e.f undehoy. an is for u.o . P BC n--HV14Z 0612PI2023 No Yes WA rVA 2 TAMCO O-drook Vent 20 9A. 010912026 N. Yes NIA .01-5ZI5 judedledons. 3 TAMI Off -Ridge R-I'Vent,mith Be* 26 ga. slati.ro.fycrifflat-4fir lintogratectraffle 0910912026 Yes Yes MIA MIA 4 TAMCO Round Top Off -Ridge Vari BaMeforTfle 26 go. sladid-f-bloddr,t1th battle 0910912026 Y. Yes NA N/A I Florida Department of Business & Professional Regulation Page i of I Florida Department of Business & Professional Regulation P.A. I rf 3 Florida Department of Business & Professional Regulation P.g.I d I Florida Department of Business and Professional Regulation Building Codes and Standards IR/2021 Building Codes arid Standards It712021 Building Codes and Standards 3AV2023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) - "' � � � i 1, �%Zt�M � ,'u?'031.", ��,"" '��" " _'Ri7k2'� , 1111'--"'­'_'"­ ­ _'_ ­ ,'�� _,'��"ty5v"'Jg`�_ -_ji� .r, X&VOM "- , W L. Code Tva. Ver,i. ral-facturem Entity D.U. Date Date Fleirding gone Cooled Eramolor & License Validated 11, Validated 13.1panitted Fail Arpronsil Arriderove Status Cod- TV- V,r.Idn Meourfact-, Earn; .' Ccnta,t Enakirainer & Lt.-,, Validated By Data Data Data P-din. Validated Submitted FaC Approval Data A-rd-d gwkE Cod. Treas Version Manufacturer shot, cir Contest Enalnear & Uskark. Validated iliv Date Data Date Pending 0.0 vallosted submitted 1`11CADw.val Approve status FL#6259-R31 R.viui, 2020 Lormana. KortrH. Jerary Jame. L Buckner. P.E. St-M U,i.h.PE 1 V231202) 1112��20 lii2W2020 dng FELIC Appir, Revision 2020 Borer Reding �clerdcn Rdbir LAPMO Uniform Evaluation G2ryVV-Walker 1110312D20 1 M2�2020 11ID5/2020 Approved Revision 2020 Global Piratection Products, LIC. Torn Robinson Walk-k lit Jr P�F Jt,hn W, Knozovioll, RE 09ADIBM20 OWOSM20 10MIT2020 1?115)2D20 Approwed a) Code EDIAdy-ar Date Date Date Date Status Category: Roolng (501) 983-6163 PE-31242 (717) 317-6454 Category: Rooting (8DI) 380-6001 Services, LLQ (205) B54-0160 Cadeag.or: Shutters B54) BSSL7545 PE-441137 (954) FT2-13224 ly K Revision Version Manufacturer Contact 2020 POLYCLASS USA MauryAlpert. Engineer & Validated By License John W . Validated Submitted P_end-Lng, Approved Approved To-i2w2wo -10f22J2020 FBC 12/15f2020 5.1iCat.gorr. R-lanis Ae riess.ries that are . n IrUsgr.IP.n.fthandofr98y�t- Compliaro. Method: Evaluation Report trom a Nelleygicarenco'corn Su1aC,t,tdry: Roodking"Ies Compli .... Method: Evaluation Report ftom 2 Pr.dv,t 7-1-th- Entity RobirAndersonglincralco in SUkdC.i.ee,yt Storm Peres Compliance Method: Evelutition Report lr- a tim-tifinson@gloperil.- m Category: Roofing S954233133OSmalperL@polyglass-com Robert Niernmen Knezevich, PE AuRMY21 Florida Registered Architect or a Liceriaed Florida Florida ReglaterodArchifteol, .1 . Licensed Florida Professional Engineer Su bCategory: Underlayments PE-59168 (954) 772-6224 1110112020 Professional Engineer FLol770ZrR6 loarlocts FI-4173,19*12 P,,ditickt, Quality Assurance Approared forlJoke Approved for 'Joe Impact D-I'm PI.611507646 Products Compliance Method: QuallivArratfilearke Approved for Use Approved for Use '-pact Desert IV4 gpftl"�15m,�L.t�M,�ll,��N"Y-.,.�.. 'P"r .k. srignsh Product 0 ... nation C,arroad Exinfirotign Data Flat Profile - Denver. CID 1201=20 In HVMZ Outside HVHZ No yes Rakki Pressur, WA NJA Carkirtr arkourvitild, A-annin! for Us. Ateraervord for �, broact D,,i,a E Evaluation Reportfrom San # Product M,dI Number 0, Kama P ... lua Direction. Cuntrad Expiration Data in HVINZ Oared. HVH Reals"int Pressure ­Tlhat�h sari Impact Alloal Product Mod,L Number or Name Product DosGrIption C-takelk Ek.1-1.11 Data In HVHZ Canada HVHZ Rarkishad Prorruer a Florida Registered I Do�lk-Airl DA-4 or 7RI-SUilt D-k-A, DA-4 Law Profile, P,lypropylelea Plactid, Roc4Vmk 1211W2025 No Y'� No -,g? 51-97.5 17 gayety 600 - State Shake Aarrip: Split Shake Fiat Profile -Scold., CA 12t3l,2020 No Yes MIA NJA 1 20 Gage Gisivisirlaeol Steal 8torm PinellItiVirlZ Corrugated Galvanized Steel Storm Parnsisretaired 12J3112023 yes Y. Yes N/A 'ellee-all Architect or a Licensed Florida Professional hf�dhiknlcolly Attached to Plri�.vcod Deck. - lahi� Shake sLanip; Split Shake 1 �' '31ox.ryy '10110 - Shake, Sake "rop; Split Shake Fiat Profile - Nikko, CA l2t�V2020 Flat Prefilhe - &t.,ktorl, CA 12isi/2020 No yes No Y., MA MIA MIA NA 2 24 Gage calvorrizod Steel Slourn P.ndaIVIHVHZ .,not by uni.lks to Provide h-J.- Prot.dian. Comigated Galvanind Steel Storm Panels retained l2r3l[V2023 No Yes Yes WA =:) (D Engineer 20 3axory TOO - Shake, Stole Somin: Split Shake 2' Tak.. Espen. i B.-leres Flat Profile - RI.It.. CA 12(31=0 High Preill, - Katy, TX 12r3112020 No yes No yes NIA MIA Nok NJA or not by treco, to provide hurricane protection. CD FLN259-111311 Products 2a MII. Low Pi-cril. - Key. TX 12131=20 No Yea WA N)A C_ . _ gitilgr4AILunaga 6D.RMvll,,Lh- use AppLoyed for use jiMpaket Desig W &.-CL#- Product Model, Nullarbor or Marine Produci Description Contrapt E?Mration lit HVHZ Outside HVH Resislant Pressure I Date I Polyglass Roof Underlaryments Rooting; underlayment, 10121M22 No Yes NIA -N)AI-622.5 M I Polyglass Roof Underlayments �HVHZ) Pollyglass, rW underlayments for use in FBO12J2312023 Yes No NIA NIA HVIFIZjurrisdickicar.. > 2 Polygess Roof Uncerlayments (non -HVHZ) Polyglass roof Uncierlayments, for use h JW2312023 No IFIRC nri j.dadidthorne. Yes N/A -NIAI-622.5 M 0 Florida Department of Business& Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation P.g. I FH Florida Department of Business K Professional Regulation Pro I all 1 Polyplass Roof Undedayments (HVHZ) POII roof underoyments for use in FBO12J2312023 Yes HVI-17j.,loidictit.n.. No NIA NIA Building Codes and Standards V25022 Building Codes and Standards 1p=21 Building Codes and Standards IFI)2021 L_ 0- 2 Polyglass Roof Undertayments (nori Polyglass roof underlayments, for use In 12f23)2023 No FRO n.n-HVHZ J.radleddirs. Yes NIA -NIAI-e22.5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail > OL I Polyglass Roof Underlayments (HVHZ) Pulyglass roof underjayments for use in FBC12J2=023 Yes HVHZjurisdictions. NO N/A NA 0 < I Z""Prt" &WE I _1 ­1 �_F' " - , , , mom 2 Playglass Roof Undedayments (nw-HVHZ) Polyglass, roof underlayments, for use in 1212W2023 No Yes NJA -NJAvr­622,5 Coolie Entity o Date Date Date Pasnal Dam Code Entity or Daft Data Vateleenchno Data code Entry or Dome Dal a Data Pondina Date FBC non-HVHZ jurisdictiorks. Tvri Version Manufacturver Gentsuct rivil .... & License Validated Validated Submitted FBC A pproval App-rad Status T".. Version jillarinfiectin, Contact Endirrien, & Licens, Validated Be Validated Submitted FBC A-,,v,l A-vand statu. TY". Vainsuen letimirrifiobhune, Contact En,i,,,r & License Vand,leed % Validated guly.filtud HBO Approval A,,r,v,d Met- L. -0-i I Polyglass Roof Undedayments (HVHZ) Polyglass roe underlayments for Use in 1FBC12`2MC23 Yes No NJA NA Rer,ision 2020 All Amenuan Shutters and Glass Mike B.bieri Frank L. Bernard, P E Troy Bishop, P,E 1012812WO 10A 512020 11105f2020 121161202D Approved ReAvisica 2020 Alpir. Strait Lewis ICC [Eviii-bon Servicei. LLC William M. Ranieri, RE 1013112020 � =2020 11,135120�0 11106f202D Approved R-i-in 202a Commercial Conaoic ProductOrd. Robert ON!, eamuol A. eircalbeig John Hoy 12/16,2020 1 211W2020 12129J2020 ding FBC; Appl. 0 2 Polyglas% Roof Underlayments �raor,­HVHZ) HVHZj.fl.di.fi.... Polyglass rocif urideraymerits, for use in 12i23/2023 No Yes NIA -Nl Category: Shutters SlubCattlegOly! Storm Panels (561) 712-9882 PE-0046549 (254) 947�0880 mlkeb@allamerloanshutte Category: Stuet-I Components subcategory: Tr.,e Pl.i (321) 710-3377 (4071681-1917 sIc.i�QoIpIhctw.e.m Category: Stratswal Components rutiCalogoort Products Introduced as a Result of (61 �) 659-5707 PE-34245 i$5Z 588-5311 pr­srg.[or@ysh.00.m =3 FBC non-HVHZ jurisdictions. Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida r....rr Compliance Method: Evaluation Report from a Product Evaluiation Entity N - Technology Compliance Roared: Evirustion Report from _0 Professional Engineer F1,9191I Produnots I a Fl.rid. R,gistharecIA,chilerf.r. Li-..d Pl.dd. Prdeasionad Engineer 0 FL#17669I Products Quality Assurance Appine-ol for Us. App-adfortA, ta�q 2t9ga " sac At Product Model, Numb" or Name Quirifiltv Atesumao Appirgivadirartlise AppmwdforU5 Impact D..Ian Pr.d..t D ... notion Compact Exarditicka Data in HVHZ C.Itald. HV4Z Resistant Pressure sea 9 Produce Model. Number or Nam I TVI 1CC&pI,, Higher Sbirlath,11 &Uop: S; Product Description contract EmIrallon Date Motel Co-tdr Plains 12JMJ2024 In FIVIAZ Outside HVHZ Yes Yes Resistant Pressure NiA N/A FLA1774-lit(l Cuaiity Assurance A-ayakil far 11, Approved far Use brood Q.,kin Q.- I 24g. Galvanized Steel St.r. Panels 24go Galvanized Steel Storm Panels 12P31t2022 Yes Yes Yes NIA 2 ITW BCOIA[pla, Hirge Plate metal Connector plat. 1213112024 Y. Yes NA NIA slit" Product Model, Number or Nam Product D-fivitican corkiniket Expiration Data In HVIFIZ Outtalde ­VH Resistant Pressure < 3 ITW BCO/Alpi. T.I. 4 ITW BCG/Alpim Wave Metal Connector Plate I Valf2l)24 Metal Connector Plat, 1213112024 Yes Yes yes Yes NUA MIA NJA I'LA I ClUality Precoot or Commercial Concrete Products Precook and Prestressed Concrete Hurteils 05125OO24 No Y., MIA NIA CD U) i a M 0 M = < I 0- Florida Department of Business & Professional Regulation Building Codes and Standards Piagg.2 di2 3W2Q23 Florida Department of Business & Professional Regulation Pag.1 ofq Building Codes and Standards 6M412021 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 .f2 91211)21121 -0 i.- Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 L_ -L---��C��-,,,,�����ll,,�,,-,,��'r,li--,V--",t�������;�,��,",-%��;�,�N-"15������;�",,�,,��",��, ._'��rk�nl'l-­"�."i' �" I �_7_ -�.�-,,'.!-,'-�,�-��',l�,f,�'��t,�'�',��-,�'�,-,k�4 t"'gg -�-- . 11 & __ 11, ­1 I .1_­'-"'- ­'. ­ -- ­­ a ---- ­1 ­­­ .­,­­_1 _. ­ , � � 11 �. ',� ­ - -_ ­ ' A"A V __ 1 -1 - - - c11- - - - 11111­ ­ LU C i2ft Entire Drd� Dole Coke Fori Date code Entity or Data Par. Dole Pendina DO" Code Entity . 2& Date Data Penciller Data " 7VIP. Verson loorulfiretul. Contact Fraln., & upens. Volldst.d 9, Vandonad submitted FRO Appir-al Approved si T"i", V,.Id elare.firict-, Contact Eirchurn- & Like- Validated liker Validated suldirmitted F13C Approval A -moved Stolue, 1"d. Version M-,f,ct,,,r Contact End!,,, & Lide ... Validated 8� Validated Subirlitted FOC A -roved Ap-d sled". � = R.V.i- 2020 MiTek Inc. catagory!,9tructural Components Erin Walden ICC Gval[uaten S.M., LLC ICC Ev.1-11- Serrice t952) 89B-BB35 LLC, OlJO3f2O23 12r2OM22 01/0212023 Appr-d RdviaOn 2020 Way.rh-ser CartagraT. 51nicter.1 C.mp.rvert� Rob Boid,An ICE Evoluation Service, LIC Ian L,hra,. P.E. 02t02i2D2i 1OM3M20 02JO312021 Approved (253) 824-5476 �608) 839-3288 Affl-tion W20 Aphak Aurninum, Incl. Category: Panel We Is Jose Silva Luis R. Lomas Stecrom M. UflicK RE i407 809-200B PE-62514 l7iT) 317-8454 I J iijla�wo 1111612020 1 lnmo:212 Approved < a) lWitic.l.gory; Tr.s, Phsters -.1don@rnii.darr, �206) 599-9800 SubCadog,ri Eirriginaered Lumber Compliance Method Evaluation Report from a R,he,LBk4#ln@w&yerh, .ure-c- Subcategory: Soffits .kph.�I.mInumIn.eyah. Z Compliand. Method: E,AU.Ion Report fr.. a Product Evaluation Entity Product Evolur,11- Entity ComiallancoMettrocl: Evaluation Report from. Florida RegiskciladArchinact or 2 Li-sed Florida -sm, Z --i P .AI Products FLA1527-RI I Product, Frofessiori 11-girreaer < Quick br Aitaurank Addravoill for Use A,,,v,d for Us, Int-li la-sion a Product Model, Number or No.. Quality Assurance Aptor-ot far Use Approved tor Vs. I.Reet D,,Ig,, Product Itaikerloth. Contrast Expiration Oak, in I4VI4Z oUtaid. HVH Resistant larvissair. FWPI 6644-R5 Products a.# Product Model. Nhurnitior or N- Product Q .... lati.in Contract Expiration Cat, In tIVHZ Outside HVH likatoistrarrit Pressure ,San Cituallty Assurance ApprQviedforthie Approved for Jae Impact D.Ikkkk _j I M18AHS 1 a 9. high strength truss o.muctor plate i 21310024 yes Yes N 1A WA I Mkirollena LVL laminated Vere., Luni 031311202Z No Ye. N/A NIA a--# Product M. chat. Numb . Or Nam, Product D.s.n.b.in cointrat;t Exalrat on Date L In rIVHZ O.Itsid. HVHZ Resistant Pressure a- 2 M­BSHS l6ga super high strength truse connector plate 1213ja024 Yes Yes NA MIA , P-11- PSL � ThribeStrand LSL Parallel Strand Lurabot OWM1202S No Y_ N/A MIA Laminated Strand Lumber 0313112023 No yed. NIA MIA I Alpha Aluminum sold 6-amp:VdntedAIumirtmSoffltr AtchaAkurninurin Solid 6.amp; Vented Aluminum OT�30P%23 No yes No NIA 3 Mil 16 leg. t-sconne.dripl.t. 12f3l,2024 Yes Y.� NiA NJA 4 TJ Rim Board structure C-per,11, Lumber or Orieritakil &,no U3/31,2023 No Yes NIA MIA EMU &.mp; Wood Soffit/ CMU Samip� wadol I SHEET NO. 4 M718HS 18 ga high strength truss cornexter plate 12131(2024 Yes Yes MIA NIA 5 MT2QHB 20 high strength aiias conaselor IW31,2024 Yes Y_ N 7A MIA be rd Rim Board . TI-13. MTi8 a.. plot. is go. ft�a --dir Flares 12/31MO24 Yes Yes N ?A NZA 5 Wcy.'hca.aa' Rinn Board oriented Strand Board! Rim Board 03131)2023 N. yes NIA MIA 7 I TL204 M120 20 ge. truss .crin-L., plot" 1213112024 Y.� Y.. NIA NJA 1 I I I March 6, 2023 PA 1.1 I - - - I ____ ___ - - T_ __ ___ ; � I I I _TTF, i � ih�i_. Fil , .11111 .h_ I'd ... _11rah- I 11111A.-II '­ . All � T- � I I T_ -T---- �- T--F---T- I ----T-- I I I ___ - - __ I �.' 1111 (3) Rodda Departmenit of Business & Professional Regulation dowl F2 Rorida. Department of Busineas & Professional Regulation peiii oil Rorida Department of Business & Professional PAguladon Pop I oil Florida DeparrIntent of Business & Professional Regulation pacol *11 Building Codes and Storxiards 10,101=2 Building Codes and Standards Building Codw and Starxiards Building Codes and Standairds 11110=2 (3) -4'- Product Approval Application Detail Product Approval Application Detail Product Approval Applicistion Detail Praditiot Approval Applicatilm Detail (3) 0 kn 0 22k Emftgr 2111111. flooppoodlo code EsSly or Dom Dom Dow- Ponds DO. Cod. Rofty or Rft Dow Dab send Date li or D& no Whisked. DM (3) C-0 DIMP Vorob. M*..bct.m Cclect Encilmo.ralJobsof V*Iktood Wokled -00 Andancift FOCAPPMel Approved a"- TIN Varskift Benedictine 00 F-d"WaLke Volklatod valilbil�o Submitto FOCArldn" Allowed $box$ Bral! Whole- msmroot.'s omm gmainvor&lbons VSIW$tw 1411doNd Solarejam FWAssorand Allowed $"a* ?in. %role. hisaidboome 09.0 Seonoor & U.. V.Hdmemd Spired! FOCAppW4d Approucid obt- ICU -0 Alifirmatlo. 211M Pals Corporallom Cotfta,lrwhd� Joe Hal sonall Wired- " Doe, James L Bulkier, RIF a 0711412020 Roldinsion MsrufkcdurorA&koi�Imton (IT014FAC20 Gi Approued Affirmation 2020 Pails Cwpmwh Wroves Joe Hoyde, Sonall WiridowaridDoor T-E- Lor, M LLC Robinson MannUftatuserAmmodiali OV1412020 CT114(2028 UT122F2020 Approned Arnmadon ZI%W Reft Corporaft, C"OrIc'mrida" Joe Hayden all WindowarclDoor James L Ruckror, P.E. a Foonson ManufacluderAssoclai CHUCK Frighoorli 07114=20 OT1142020 07=2020 Approwd ARmation 2020 " Corporation Joe Hallow Sonall Warren Scheeler TX_ Lunn, PS. LLC OW10202) CV1412020 Corti Whale" Rokirman PF44135 (WI)6254455 07J22/=0 Approned (D a) Siabrokagary. Single Hung CRUCKEMInoxi (641 � 82141= (skri)malow estootorlip 8.11triderl 51,gle H.rg (W)02"455 M41) 821,60M audGmisporic Flodul (641 � 021451396 (551)01-111977 IllabGshoory. Fixed WI)S21-Sogal Method: Pmluslon Report nome U) -cu U) ocraillboak, 0*bW: Coruflawl" Mark of usliq delloproduoloophoneope Compliance, Method: Cardfloollon Mark LJMIM PollowpoualapowgIllipt Cornplimics, Mogbod: cartillegio, Mal Wining Ile.com compliance, Flordaftlidened Amhltod arm Lammed Florida 11--- (D lo.co. Professional Emglhw "1214�R12PMd,l, fudi2nmLpAdim FLNGS34-RI2 P,d,,h, 0 C: 0 FUH42" PAN L_ GamiltirAmmarence, Ancroved For Lit, Appronmid For Use Imam pailm 2aukA� A,-,d 1, Use Amormied For Use lama cogm Femils". Pressure awl Proceed No". Number 1 Memo IllsolkAnooliest Pladmit 11,moriall cus"troula.11indii Daft AgialealijbLams A,,r&,,d in IN, Ume outside Ial imod %*iM"i 2wm Pace" We- AporwO W 11" "access W M 1. Dam, 0 0 [.N-h..N- Phodattobacti Contract E.Iiii 1bft in HVH Chnsids HVH Resisted Pma Prodded Modol, Number at May" PiroduatDonemdationi Condom Exillinotled Do% In NVHZ outallift, &No Product KO&I. 1dumbW No,* Phodst D�rqw Camoomi We 0*0 in 14vHZ Outside E F400iwm. Proto Banco 10120 Non Perfid-ores Single Hung 'AW Single Hung Wadoar (42. 72') OIW170202T No Yes N. '50LIO Pails 10 Series Single Hung W,d- 3T x or Mmyl N�Ihnpfiat aingto Hung Wind" 09020021 NO Yet 40 411k�40 1 Smile lorA MrVA 000 winalow (gor X 7r) UTM&2022 No Y. No -251-24 a, Yes Yes NIA 0 LL Bonds 1920 H gh Performance, 61 M Is Hung %ArF)l High Periannaricas Ingle H ung Twl I DOI1210207 No yes ND +60fso 2 Polls 10 Serbs Single Hv M VA now 541 x so' Mhyl Non-hripect Single Hung Window 0Tj09r2W2 No YM No �4aluiei 2 acres lom VnI4 Bud vicholme (108*x 64'� 07il&2022 No yes No +20)-26 1 108earl-IR-S.FIxied 10 Sense Fixed Vfimdm =2512031 No L,_ Compc2R*(72'xt&lQ') No Yes No +41)140 3 Pace 10 asset single Hung Whom 4 Hung 54'x Or Vii Nor-Inniod Single King Wkpdm OTM"022 4r 7TMmyINmn­kmoqxxS�n&HuMW1ndw No 4 yes Yet No +60t.W No IM-1110 a Sormalof2o Mrily! Fixed Window (0116 x 50"j OTJIS0022 No ves No .50II-Bol 0 b > Sol 6 1=0 Single Hung Mi Single Hung Thick; Companies (IOr . 7r) DWIW027 0 Polb 10 Swiss SIMI: W never D Some 1= HIMI. HUN VW SIMI. Hog Trip. Cornpooks (lor . 511 OOMM027 No Yes, + ND W-36 5 Paulo Serial Rolow'dow $01 ide, ogWinaiino 00,22t2022 1 H Yes, NO �516159 i= E 0 5 S Banco 1GI20 Single Hung Mrryl Whole Hog limin Cornposlis (96.5" x 30.51 05(11300:17 NO va NO .39�35 a Peft 10 Serbs SIMIs Hv q W reloor 7 35' x 73' Vinyl Nim-impmet a Mis Hoal Wind" 07rMWO22 110J1712023 No No yes Yes No +6oi No oo�eq Quali&A, AMNWW for Use Adardeod for Use he Dow - 7 aches Iwo HIM* Hung Bel- 10t2o 3 M!: Hung V1,411 :�M�: Hung Irwin 0ornposille (7r x 5W (IN16002T \Arq4 M HuqTHP#Comlxkft(10QI 08(lQ12027 No No Yet Yes N. 3SL35 No 'll Peft 10 Series Single Hu IS W ndow 52-Iff x M'\Anyl Non -I mi Single Hung Window Product Vi Number 0, Memo Prodmiloodediati 07tl&2024 in HVHZ NO outside HWH Yes 141 No Proviont +260-25 -C:* �G 1�w D U) a .1.10120a�rq H Una )firryl bingle Hung Winclow, W x72') W1712UT NO Yes N. av�33 FLI"i"*Rs P.*Atm Her! 10120 \Anyl reed wriciaw (W X 7r� OTMS2024 No Yet No -251629 C114 M Co I--# Sehok,101208ingicHurg Vrrj1 SIM10 Hung Window W x 65-11r) OW1302C2T No Yce N. 'SH135 gowmLh� ArseseddhZjIlet Alamormad For U klad 200 series 1wo Soles 1012D \Rml recall vArid" (11W x, 64'� Mnyl Fixed Windo. (001 x, R'� 07(1&2024 No yes No &_ _= =L - czj U) Marmwl(Y2031M�:Hung \Rrrjl Slirglo Hung Window, 1317 x 5%.11Z) 08(11002027 NO yed, No .3st.W Dal Product model. smile, a, Name Prodowtoo-daflar, Is HVH cubism Hdi ressiximat Finotowrit CX C�, go 12 8.1-10)2081M Hung 80614 10120 SIMIle H u M \Rrrj4 Single Hung Whicloor W x 84') o&l7n02? Mino S Ing Is Hung Window (W x 72) 08051 No No ye. yes No A" NO 1351 1 Polls 10 Harlem Single Hu ng Whom W . W Mhyl N-Impun 8 r9l. Hog Wholow, ON2212023 No Y. No +41k-0 C, C-.5 CN 13 811-11120SMI*MIM \Rrr.152�: Hung Twin Campicolhi OW$0027 No Yes No .36�36 2 Plift 10 Sockas Single Hung Wridw 64'x $IT %Any] lun-imixii Single Hung Wincloo 1101OW2023 No Yes NO 145445 >-Z 14 15 .0 Sedge MOSIM his Serms 1CV20 Sings, Hung Mrsill M H MIT* 0omcdeIW(SO,51xS8.V) owliflo" 9 u 1 'A SIMIeHuqTbn 5- . 77) 0170027 71111 composite (in No No yes yN No �351,35 No 131l 3 Polls 10,9orkso Who Hung W,d- 4 Pass 10 Series single Hung Who- 54"x§W VIrrV Hog VVIndoe, VA$=S 3V.GT Vhyl Nomimpaid EIMb Ki Wind- OW20023 No No yes yes No .5w-w No +55N% ­4 1:.- (a to Ca IQ Son-lG1211singlollung Mrryi Single Hung 1o4h Conrpc*ft(72'x 77) 011 NO Yes me .40A40 5 Pella Series 84 gle Hu IN ow 10 1 M hall 52-I1VxO0V`VN Nom-Impact Single Hog Winom 110M72023 No Yes No �QULOO C%4 17 Sarloo,10120SInglaIrlung ICM&2021 No yo ND 3alm " 'U- IQJ, PLio"N&Ri3prQductR E C3. A,,,rd For Lbo logged 2190 Cj AW Walked ModL Illonase at Honest PinsduciDestroli C ami gas i he I. a in RVH Outside HVNZ Resistant Pressure 2 130 Series OrThernhoser a, Eroompall WAWj High PolkarmencosingibHurg VIi HIM Porlarmence 81ngi Hung (47 x7T) OW71202T No No Yes No +50"m ca ej W = lWaithesdirTherrunift-,Enournpass�A�dHigh Virryl High Performance SIMIle, Hung Twin OWIOO27 yet ND +5" 4D cz clis Polormanot SIMI* Hung Cid"aft CIZ x OV 12') Mi,44 SIMI* Hung ThieloCollpacces(107.72-) 061180027 No yes No .401410 C9 CL -M Hung = e 4 1SD Series orThernroaft- E-p- crAmil Single VW ON[. Hog Trilale G&A-Ashe (10rxS&r) No Yes No .3" go <D Hung CL ci Rodda Departinent of Business & Professional Regulation NMI oil Florida Departinent of Business Professional Regulaton Poso 1 of I Rodda Depa"ent of Business & Professional Regulation PRO 1612 Building Codes and Standards Building Codes and Standards onw422 Building Codes and Staindards 6110=2 Product Approval Application Detail Product Approval Appliation Detall Product Approval Application Detsill C.d. E01fty or Dd. beft Imam Podol Dom Code Data a" polloponam 0*0 Code Endb,. Dom Oft DatoPMOOR Dal n" bireb. Valklow Waddled Oblwtte F&CAlkii Apprioild 11"Re %bftiam Modelled-, cods Emoinve A Lisaft, Voliddlid %lidaud Sidnefted FOC Ather&W Approve RON Troo, Vorob. somebodies C-o" Emider., a Lido" Valkistoday 141igbod solkneftle FRC Approval Appownid ok*w Affirmadw 211M Palle coloonalon Joe HWden Somall windowdMIDOO, James L SudmI RE a 07MV2020 0701*2021) (174JU20213 Approuid AtIrmilition 20M Pella corporation Joe Hayden Sarell Woman W. Bahoki P.E. T.E. Lor, PE, LLC C71140020 OV1402020 07120t2020 Approullal Afflinhada. Z= Polls Corporagon JIM Hoindon son$[ WIrdoworklDoar Jamosi-BUialcrei 0711V2020 OT11412020 0Tj20i2020 Apphduod 00%orr.wmdws Rololinson ManuesoWwAssidalstain CHUCK Engirdleft cWhoporripwrido" Roolinsion PE-44185 (581)62"455 colossi Eleanor Dom RDbInsom Manuftoduse,Assooloi CHUCK linghicering loldC.hb.W. Holearidd 811d. (941 l, 0214MM (B 91 4 D I - W27 11"bColksory; Hwtrrw Slid. (541) 621 ­3ON NubCaftill Sli ExiorlorDoorAwnrliflies (641 j 121-5= (551)4%1-nzr .ompft000 Method: Geraftioddi Mork or ustng PolloproduablapiO,navide -Pli- Rhilbod: E-Ii Region firom a pelbirodualmoic-millip. Consplionea Nothod: Cerdillostionn Morkor LJ.Hhg sell.prodixtapp-lilip. Flohdo Lderocal Flonds Illitod. limed. pnofteoldn"! Enalnes, FLNUA&4tilt Ace-ed fo� ties Agamdod For 11- LM= FUMnI1,11ttProffiedo Amorovad tor Usm kill" 20MM Product Lladel, N umber or Name oO*b In HVH Guisida HVH Radiation hooleft "lli ADOW40 Fee U" Amengroodl far U 1. D". Awl Pnodecil Model. lownhat 6tN- in luto In NVHZ Gutielft WHZ P461stao Promoters Series 10120 Siding IlYli %RrW Olkiling Yeralm COX or NO, 13-102'x so') 031271202a No Yes red '30,120 Preeled Ndl. Number or N praducliGnmediffil In"" Cinalkis H pAshan Pieces 1 Sicles 10=126 Sli gins Door VIi 24�amel'G)CElidPq Great Door (Bir X W) 11130=1 NO Yes, No .2s,26 2 Ser-IM0811drall0ftide Mrr,,4 Sliding Winalm PX or YO. 73-102"x 361) 03120023 No yes No .36qG Sense 10 Sliding Wiriew Seshis 10 VWA Flargedel Stialling Windom OW51i No Yes Me NIA 2 Banco, 10MMS elkling olsom Oder Mrryl single Parkel Fh* ICI Door (Skialle, 34-i&1V owGI No Yes No �SS�35 a Sorms10120811dingWindi VImd Oilding Wridwo �WX, 11i OV) 03770C23 NO Yes ND +aDirX .81-11M 4 Solea,11320811dIngWind" Vinyl Siding Whoo. (XOX. 108'. 34') GY27021323 No Y. No 135135 a Sense loMrl"li Olaff DOW VIi 2-PWW *C)r Sliding Glass Door CrZ X 112"� 1CX&2021 No Y. No '35,33 4 Series 1012026 Sfial Ing Glaxim Door VrrA SIMI* Ponel Fixed NO' Door (Sables, 47AV x CN2wC22 Wig.) No Yet No 2" Goofillydamurioloo Aikarwod Fw Us. Approved W U I- D"-a 5-0 Proofed Model. Number or Name, P"O.011 okoadoli ca - - in HvHZ culled, HVRZ J%A.Ndt Prowe" I Win ISO Or Encompass orA�srrill Silding Olm Doo, 'Arryl 2-Ponel TX' gilding Omme Dool(WItT. OW20211tl No ya No 2" aa-112-) 2 aches, 183 Or Encomposs crA-rdl Sidling Ohm Door Vii SIMIc Pai Fixed V'Dior (Sidallem 35�11W x 02,11640212 No Yes "a 140�-W 51-1121 3 Her- 150 or r�p- orAwll Silding Glack, Dow Mrryl 2-Panof 50r Suing close roar CM z 82m� ON&I No yes N) '361 Buslat a) Or Encomposs OrAverri 8ideng Oim Door MV 6 Ing Is Porcill Fixed "O'Door (Oklelft 47-Irr x 02MV20112 RD Y. No �25125 qs.lm) FL0294&R14 P,d*b ameliftAmmerseme slocroind for Us, Approved For U IM"d 2190 All Product: MWI. 11timbor at NWg PnWWADomfligi� ca i.H Gullsks, Rembida, place Series 150 or Rhoompoes or Ave" Sliong Goes. Door %ftod 24%hel 'CX"Sllft Grand; Boor (Wl 17'. OW240201 No Y. Me -211II-M ea-112.) 2 Win 133 or Encompass orP-nd 91 Icing Glues, Door %W 8 Ing 1. Panel Fixed Xr Door (Slablifte- 3&12'. 02jiS4032 No va ND .413MO 61-112') a Samoa 1 so 0, sn"m Prime or A.Mrs a long Glass older Mhyl 241shol 107 Slibli Goes near (ff x $21) 004hIM No yes NO �3" 4 OW. ISO Or Entorrooke or0earrill 31 lifing Gess Door Mrind HIM 1. Piano Fixed 10" Doo, (Sklml Ita, 47-10 02�1602032 No Yes No .26A-25 ww) (D E CIO > cu 0 L > CDL CDL 0 < 0 0 Lee. =:3 < 0- -0 0 LIJ < z CL SHEET NO. March 6, 2023 PA 10 (D C/) -�ffi (3) -0 > 0 0 0 Simpson Strong -Tie 2020 FBC Approved Products Updated 12MI2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12MI2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3W020 CD- 0 For idirect links toalISST approvals listed below, CLICKHERE C= Fordirect links to ail SST approvals listed belove, rl.[C� HERE For direct links to all SST approvals listed telew; CLICK HERE Fordirect links to all SST approvals listed below CLICK HERE (3) CU Fair additional information regarding Florida's Statewide Product Approval System and Miaml-Dade County Notice of Acceptance (NOA). CLICK HER For additional Information regarding FloriciEt's Statewide Product Approval 9yslem and Miami -Dade County Notice of Acceptance (INCA), CLICK HER For additional Information regarding Florida's Statewide Product Approval System and Miaml-Dade County Notice of Acceptance (NOA). cUQ K IJER 1. additional information regarding Florlda�s Statewide Product Approval System and Mlam-Dade County Notice of Acceptance (INCA). CLICK HER _4__ CD FL#2355-R7 FL#10446-R6 FLJA 0456-R& 11 HUS; HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8" to 3- ". =3 CIO -ca 9118" and heights ranging from 4-5116" to 11 Concealed flange (D -.0 0 Sealf Product Model. Number or Name, Product Deascrigl[an Seq # Product Model, Numberor Name Product DescEWI[M Sea # Product Model, Number or Name Product Description version (HUSC) available for models having width equalto or CV, J c: 2 0 1 Titan Stainless Steel Concrete & Masonry Screw (71N-55) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33. A34, A35. A44 Angles I BT, BTB. STH BrickTies greater than 3-9116". cl-4 C:5 0 (3) 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST1 2, CMST1 4; CMSTC1 6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718'to 3- CVJ C1 c 3:: 3 APB44, APB44R, APVB66, AP1360R, APB88, APB88R, APB1 010. APS1 01 OR, APVB44, Outdoor Accents Post Bases 3 CS1 4, CS1 6, CS1 81 CS20, C$22 Coiled Straps 5f8" and heights ranging from 9-114" to 16", U-) 0 LL = - - - FL#9589-RG APVB44R, APVB66, APVB66R, APV688, APVR88R, APVB1 010, APVBI 01 DR 4 CSHP18, CSHP20 Coiled Straps 13 LGI-3-25-SIDS, LGU3.83-SDS, LGU5.25-SOS Face -mount hangers 0 14- ,_ M 4 APDJT2-4, APDJT2R-4, APE)JT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVI)JT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionFerson Strap 14 LU24, LU26, LU25, LU210 Face -mount hangers C* M 0 -0 > Seci Product Model, Number or Name Product Descrintion APVDJT2R-S 6 DSP, SSP;TSP Stud to Plate tie 15 LUC26Z, LUC21 07 Face -mount hangers E 2 1 SD101 12DBB Cutdoor Accents Connector Screw 5 APHH415, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hancer 7 H1, H10A, H2,5A, H3, H6, H7Z. WEI, H16S, H16-2, H16-2S HurricaneTies 16 LUSeeries hangers Face -mount hangers available in widths ranging fforn 1-9116" lioj!� (D 2 SD9112, SD9212� $010112, SD1 02-12 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4, API APVL4, APVL6, APVT41, APVTS Outdoor Accents L and T Beam -to -Column Ties 8 HGI HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10 15116". U) CU 3 SD9112SS, S09212SS Strorig-Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGLI MG1.16.26-505, MQU5.50-51)5� MGU5.62-SI)S, MGU7.00-SDS Face -mount hangers Co 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014. Strong -Drive SDCP Timber -CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2 SDSI.5� HSS2�2-SDS3. HSS2-3-SD83, HSS4-SDS3 Heavy Stud Shoo 18 MIU series, hangers Face -mount hangers available in widths ranging from 1-9116" to 5- L.0 SDCF221134, SE)CF221334, SDCF271958, SDCF272356 9 CBT2Z.CBT4Z Concealed BeamTies 11 HST2. HST3, HST5 FISTS Straight Straps 118" and heights ranging from 6-15116" to 19-112", I-, 5 SDCP22434, SDCP22512. SDCP22614. SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJI CJT6Z Concealed Joist Ties 12 HTS16,HTS20,HTS24,HTS28.HTS30,HTS30C Heavy TWst Strap 19 MUS26, MUS25 Face -mount hangers SDCP221 100, SL)CP221134, SOCP271400 11 DJT14 Deck Joist Tie 13 HTS01 3KTZ. HTSQ20KTZ Heavy Twist Strap 2D SUR, SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging fro C-) C'-, CO c"j 6 SDHR27400, SDHR27(314, SDHR31400, SI)HR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9118" and heights ranging from 3-1113" to 13-314". La- 7 SD825112. SD825134, SDS25200, SDS25212, SOS25300, SDS25312, SDS25412; Strong-Dirive SDS Heavy -Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9, LSTAI 2, LSTA1 5, LSTAI 8, LSTA21 , LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double ca SDS25500. SIDS25500, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LST173 Straight Straps 2X and 4X models; only acute flange is concealed, -Z a SDS251128,9, SDS252OOSS, SIDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 15 GAI. GA2 Gusset Angles 17 LTB20,LTB40 Bridging 21 U senes hangers Face -mount hangers available in widths ranging from 1-91' to 4 = Zic 9 SDVVF2716, SDWF2720, SEII SDVVF2726, SDWF2730 Strong -Drive SDWF F loor-to-Floor Screw 16 H2A, H2_5T, H8; H1 OA-2, H1 OS, H1 4, HGA1 0 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 3"and haightsranging frorri 11-114". ". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tieclown Q: Q IS HH4, HH6 Header hangers 20 MST27, MST37, Mi MST60, MST72 Straight Straps FL#10007-RO 19 KBSIZ Knee-BracB Stabilizer 21 USTA9, MSTA12. MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps FL#10667�R6 _-V CD 20 1_50,1_50,1_70,1_90 Angles 22 USTC28. MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps iz: cu 9=1 Sea 9 Product Model, Num ber or Name Product Description 21 LCE4 PostCap 23 MSTC48R3, MSTC66B3 Pre -Bent Straps Sea Product Model, Num ber or Name Product Description I ATR3;8, ATRI/2, ATR518. ATR3/4 Threaded Rods 22 LS30,LS5O,LS70,LS9O Skewable Angles 24 UST126, MSTI36, IMSTI48, MSTI60, MST172 Straight Strap-, 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUDS-2, ATUDI ATUDDI ATU09-3, ATUD1 4, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 Mi MTSIS, Mi MTS20, MTSI MTSSO, MTS30C Medium TwistStrap 118" and heights ranging from 7-118"to 30". 3 BP3/8-2. SP112, BPlf2-3. E)PI518-2, 51`516-3� BP314, BP314-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ25LZ, LSSJ26RZ, LSSJ21OLZ: LSSJ21ORZ Field Adjustable Jack Hanger 25 NCA2x10-12, NCA2x12-12, NCA2y8-16, NCA200-16, NCA2x12-16 Bridging 2 DGIBF series hangers Top flange hangers available in widths ranging from 3-516" to 7- 4 CNW318 CNW112- CNW5/8, CNW314, ONWSJ8-112, CNW314-518 Coupler Nuts 25 LSSR 181, LSSR21, LSSR2.37, LSSR2 56. LSSR210-2r LSSR41 0 Field Adjustable Slopeable/Skewable Hanger 27 RCW212, RCWB14 Wall Bracing 11B" and heights ranging from 0-1/4" to 24". 5 CTUD55, CTUD@5, CTUD66. CTUD76, CTUZ)76, CTUD77, CTUD87. CTUDBa, CTUD97, Coupling Take -Up Device 20 LTP4. LTP5 Tie Plates 28 RPS18. RPS22. RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML237, Ml MI-267, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-114" to 24". 6 N3. N4. N5, NG Heavy Hex Nuts 28 MMH8 RoofTie-Dowr 30 Sol. SP2, SP4r SP6, SP8 SW d Plate Tie 4 DGHF series hangers Top flange hangers available in woths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTU04, RTUD48. RTUD5, RTUDE, RTUD7, RTUD8 Ratcheting Take-U p, Device 29 MU HC Hinged Roof Connector 31 SPH4, SPH6, SPH8 HeavyStud PlabeTe 5f8" and heights ranging from 9-1/4" to 24" 8 TUD9, TUDIO Take -Up Device 30 MMLU26, MMLU26-2, MMLU25, MIMLU28-2, MMLU210, MMLU1211, MIvLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.51 SS3, SS4.5 Stud Shoo 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to B- 9 TUVV38 Take -Up Washer 31 RBD RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, SI ST2115� SI ST6215, ST18224,ST6236 Straight Straps 7fS" and heights ranging from 11" to 32-1/Z'. 10 URS3 318" Uplift Rod Run TIeclown System 32 RST-3 Rooffie-Down 34 TB20, TB27, TB30. TB3S, TB42, T1348. TB54, TB56. TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in wdths ranging from 3-618" to 7- 11 URS4 If2" Uplift Rod Run Tedown System 33 RTC22Z, R7C42, RT=: RTC44 Rigid Tie Connectors 35 TWBIQ TW612, TWE14 Wall Bracing 1/4" and heights ranging from 11-114" to 32". 12 URS5 l5ffl" Uplift Rod Run Tiectovin System 34 STC. STCT, OTC. HTC4 Truss Clips 35 VGT,VGTR,VGTL Varable Pitch Girder Tiedomm 7 GLS series hangers Saddle hangers available in widthis ranging from 3-1X'to 6-7ig" 13 UR86 SM" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WS1 06; WBI 08C, WBI 26, WB1 26C, WB143C Wall Bracing and heights ranging from 8-1f2" to 2SLI 35 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 113" and heights ranging from 11" to 32". FL#10441-R5 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1 -9115" to 7- FL#10447-R5 112" and heights ranging from 8" to 30" Sea # Product Model, Number or Name Product Description 3eQ Product Model, Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-718" 1 DTT2 Hold-down SI # Product Model, Num bar or Name Product Description 1 C13H2.37x5.5, 0131-12.370.63, CBH2.37xg.75 Concealed hangers and heights ranging from 10-1/2"to 28". 2 H DC1 014, H DC1 0122 Hold-down I AHEP Adjustable Hip -End Connector 2 DU� DHU, DHUrTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in wdths ranging from 3-114" to 5- 3 HDOS; HHDQ1 1, HHDQ1 4 Hold-down 2 DSC2R-S0S3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SOSS Drag Strut Connectors available in widths ranging from 1-9119'to M/16" and heights 718" and heights ranging from 7-1 12'to 32", 4 HDU2, HDU4, HDU5, HOU8, HOU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15116"- 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 SM-style purlin anchor 4 HCP1.81. HCP2, HCP4 Hip Corner Plate 3 HGU3,63-SI)S. HGU5,25-SDS. HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33". a LSTHD8. LSTHDBRJ Strap -style hold-dowin 5 HHRC2-2, HHRC42, HHRC42-2. HHRC4/1 81, HHRC44, HHRC5.2513-25. HHRC5,3713,12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SL)S 13 HIT senes hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASA,MASAP Foundation anchor strap HHRCSS 4 FIGUS series hangers Face -mount hangers available in widths ranging from 1-5/8" to 7- 9/18" and heights ranging from 18" to 28"� 8 MPAI32, MPA144 Strap -style purlin anchor 6 HIRC-1,81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-5/16" to 12-718"� 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA26. PA35. PA51, PA68 Strap -style purlin anchor 7 Li LRU28. LRU210. LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS. HHGU5,62-SDS, HHGU7 OO-SDS. HHGU7.25-SDS, Face -mount hangers 3-9116" and heights ranging from 5-318" to 10 PA118, PAI23. PA128. PA135 Strap -style purlin anchor a ILSU26, LSSU2a. LSSU210 Light Slopeatle/Skewable U Hanger HHGU9,00-SDS 15 HLJTF. HUCTIF series hangers Top flange hangers available in widths ranging from 1-911 T'lo, 5- I I STHD10, STHDIORJ Strap -style hold-down 9 TBIE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2. HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Facia -mount hangers V2" and heights ranging from 3-7116" to 15". Concealed flange 12 STHD14. STHD14RJ Strap -style hold-down 10 TC24� TC2& TC28 Truss Clip HHUS7.25/10 version (H UCTF) available for all models having width equal to or I I THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA41 8, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging frorn 3- greater than 2-9116". THAC422, THA426. THA422-2, THA426-2 118" to 5-1f8" and heights ranging from 4-314" to 15-314!'. 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI 1.81f22, THAl2.06f22, THAl2.1122, THA1222, THA1322; THA13522, THA1422 Adjustable Truss Hanger SIzk for I -Jost; Concealed flange version (HSURC, HSULC) available for all Iff" and heights ranging from 5-318" to 28" 13 THAL422, THAFZ422 Skewed Truss Hanger double 2X and 4Xmodels, only acute flange is concealed, 17 HWPH series hangers Top flange hangers available in wdths ranging horn 1-9116" to 7- 14 THJA26. LTHJA26, LTHIMA Multiple Truss Hangers 8 HTU26. HTL128, HTUI HTU26-2. HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 3-318" to 32'. 15 THJM2-4-SDSS, THJM2-5-SDSS, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-91161c 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-718" to 19-114"- Concealed flange SfS" and heights ranging from 9-1/8" to 16". 17 VPA2, VPA25; VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 J12 series hangers Top flange hangers available in Width of 1.9116" and heights 18 VTCR ValleyTruss Clip greater than 2-9116", ranging from 5-318" to 7-14' 10 HUCQ1.8119-SCS, HU001.81fll-SOS, HUCQ210-2-SDS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HUCQ410-SDS, HUCQ412-SDS, HUCQ5.2,"-SDS, HUCQ5.25111-SDS, HUCO610- ranging from 9-3118` to 13-1f8" SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 EMMEM Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 C= For drect links to all 88T approvals filed below CLICK HERE C= For direct links to all SST approvals listed below CLICK HeRE For direct links to ell SST approvals listed belavv, CLICK HERE For dill links to all SST approvals listed bapvv, CLICK HER For additional information regarding Ftaida's Stiatewide Product Approval System and Marrii-Dade County Notice of Acceptance For additional information regarding Floricles Statewide Product Approvaf System and Marri-Dade County Notice of Acceptance (NOA), §1JQJja=, For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance iNOA). Q�� For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), 21 LIB series hangers Top flange hangers available in width of 1 -9�16'and heights FL#1146a-R5 18 S�LBVI.56, SILBVI.81. SILEV2,06. SILBVZ�7. S/LBV2,56, SILBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3f&, to SILBV3.56, SILBV3,62- SILBV4,06. SYLOV4.12, SiLBV4.29, S;LBV4_75, S/LBV5.50 6 Strong -Bolt 2 (STS2. STB24SS, STB2-6SS) Strong -Dolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in Width of 1-9116" and heights Seg X Product Model, Num ber or Name Product Description 19 SfLTT20. SfOTT2Z, S/Hi HTT4, HTT5 Holi steeland Types 304 and 316 stainless steel ranging from 9-aflS" to 13-118" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, S/Mi ftaps, 118 mil �1 0 ga) 7 Titen HD (THD-H, THDI THD-H4SS, THD-Hi THD-CS, THO-CS6SS) Then HID Heavy Duty ScrewAnchorfor concrete and masonry 23 LEG3. LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-11,Vto 6- 2 HRS6. HRS8, HR312 StrapTies 21 SP4. SP6 Stud Plate Ties available vAh hex head in carbon steel and Typer 304 and 316 7JS" and heights ranging from 9" to 33-112" 3 HU00210-2-SDS, HUCQ210-3�SDS, HUC0310-SDS Joist Hanger 22 SSP; DSPI 7SP Slu d Plata Ties stainless steel or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 3- 4 THGB2 TH0133, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC,DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-112" 5 THGQ2-SDS3. THGQ3_SDS4.5, THGQH2-SDS3, THGQH3-GDS4 5, THGQH4-SDS6 Joist Hanger 24 TOD22 Truss Brace Diagonal 8 Titen, HD Rod Coupler (THD37634RC, THD50934RC) Tiren HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- (3 THGW3-3. THGVV3-4, THGW4-3, THGW4A Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Red Hanger (THDB25158RH, THDB37158RH, THD37212RH. Titen HD Threaded Rod Hanger for concrete IfS" and heights ranging from 9-114" to 24" THD50234RH, THDIC212RH) 26 PF, PFR, PFDB, PFDSB series hangers Top flange hangers available in wdth of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3f8" to7-1JS" FL*11473-RS FL#13W4-RS (D 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- Sw # Product Model, Numberor Name Product Description Sea # Product Model, Number or Name Product Desca21j9_n FL#1 62310-R0 118" and heights ranging 9-1/4" to 32". 1 DETAL2D Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4-62-SDSHE)G, CCQM5 50-SDSHDG, CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82-SDSG, CCTQMS-50-SDSG, CCCQM3.62-SDSG. CCCQM4,62-SDSG, §W Product Model, Number or Name Product Descrivition 3 H18, H18S, H18-2. H16-2S Hurricane Tie CCCOM51.50-SIDSO 1 AT-XP AT-XP High -Strength Acrylic Adhesive tar concrete or masonry FL#10060-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLOM3.62G-KT, ECCLQM4.62G-KT. ECCLOM5.50G-KT. ECCLLOMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETAL12, HETAL16, HETAL20 Embedded Truss Anchor ECCLLQMD4,62G-KT ECCLLQMD5 5OG-KT. ECCLRQME)3.62G-KT, ECCLRUMD4 62G- 3 SET-XP SET-XP H igh-Strength Epoxy Adhesive for masonry Sea # Product Model. Number o7 Name Product Description 6 HGAMIO, HM9 Masonry retrofit connectors KT, ECCLRQMD5.SOC3-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry 4­0 I ABA44. ABA44R, ABA46, AaA46R; ABA66, ABASSR Adjustalole Post Base 7 HHETA16, HHETA20, HHETA24, HHFTA4D Heavy Embedded Truss Andhor 3 HGUM5.25, FIGUM5.50, HGUMI HGUM7.25, HGUMO.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titen 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ASU46, ASUI ABU5-5: ABU5-6. ABU65, ABU66; ABO66R. ABU88. Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder TieI 4 LGUM26.2, LGUM26-3, LGLI LGUM28-2, LGUM213-3, LGUM28-4, LGUM210-2, Masonry Beam Hangers 6 Titen HO (THD-H4SS, THDFH6SS, THD-CSOSS) Titen HD Heavy -Duty ScrewAnchor for concrete available in 304 0 ABUSBR, ABUID10 ABU1010R. ABU1212, A9U1212R 9 ILTA2 Lateral Truss Anchor LOUM210-3, LGUM210-4, LGUM46, LGUM48. LGUM410 or316 stainless sheelwith hex head, and 316 stainless steel with 3 ABVV44Z. ABW44RZ, ABW46Z. ABW46RZ, ABI ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, MFTA1B. MFTA20, MFTA24. META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA3.12f11.25. MEHA3.56f7.25, M8HA3.56f9_25, M6HA3.56f11 25, Masonry Top Flange Beam Hangers countersunk head. U) 4 AC4, AC41R, ACE4, ACS, AC8R, ACES Post Cap 11 MSTAN24, MSTAM313, MSTCM40, MI Strap Tie for Masonry MSHAS-68fl 1.88, MBHAS.56114, MBHA3,56fl 6, MBHA3.58)1 S. MBHA5.60/T25r 7 Titan Turbo (TNT) Tken Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BCSR, BC8, BCS2-214. SC52-3/6 Post Cap 12 Mi MTSM20, HTSM16. HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHA5.50111.25, PvIBHA5-50/11.88; MBHA5r5O114, MBHA5 50116, 6 C944, CB46, 0948, C1366, CB88 Embedded Column Base MBHA5�50f`18 cu 7 CBSQ44-SD52, CB5Q45-SDS2, CBSQ06-SD52, CBS086-SIDS2, C135088-SIDS2 Embedded Column Base 6 M131-11.13.5612.25, MBHU3.56111.25, MBHU3,56111,88. MBHU3.56114. ME11-11.13.56/16, MBHU3.55118, MBHU5.5CV9.25, M131-11-15.50111.25, MBHU5.50111.88. MBHU550114, Masonry Beam Hangers FL#16937-R3 > 8 CC. ECC, ECCU Series Bolted column caps with W1 ranging from 3-1/4" to 9-112" and FL#i W&R5 W2 ranging from 3-5f8" to 7-112" MEHU5.50116, VISHU5,50118 Sea 9 Product Model. Num ber or Name Product Description 0 9 CCQ-SD82-51 FCCCl-SOS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9-1/2" and Sea # Product Model, Num bar or Name Product Description 1 X34210­16-51<� XIS1016, X1 131018-4K, XQlSl 016, XQ1 B1 016-41K 410-16 Strong-Driye X Metal Self -Drilling, Tapping Screws with #3 W2 ranging from 3-5f8" to 7�IfZ' I DTTIZ Deok Tension Tie Drill Point > 10 CPT44Z, OPT66Z, CPTSSZ Concealed Post Tie Base 2 HD12; H019 Bolted Holdowns FL#113975-1113 2 XL0114TI224, XLQ114B1224-2K #12-24 Strorig-Drive XL Large -Head Metal Self -Drilling, Tapping 11 12 EPB44A, EPB44, EPB46, EPB66 EPS4Z Embedded Post Base Embedded Post Base 3 4 FID313, HD513, HD713. HD9E HTT4, Hi Hi Bolted Holdowns Tension Ties Seq # Product Model, Number or Name Product Description 3 XA40114SI 224, XMQ1 1491224-2K Screvr. wfth #5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self-Driling, 0 13 LCE44, LCB66 Embedded Column Base 5 ILTT119, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW2246a, 5DW22600. SDW22QOQ, SDW22638, Strong -Drive SOW EWP-PILY and TRUSS -PLY Sorews Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDVV22634 4 XQ114S1 224. X01141311224-2.51<1 X1 14SI224, X011 2SI 224, X01 1221224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #,5 Drill Point 15 MPB44Z, MPB667, MPB887 Moment Post Base 2 SDWC1 5450� SDWC1 5600 S-rong-Orive SDWC; TRUSS Screw 16 PB44. PB44R, PB46. PB66, PBOOR Embedded Post Basis FL#13628-R5 3 SIDWHID30ODS, SDWHI94OOD8, SDWH19600DB, SIDWI-11980ODS. SDWH1@1OOODB S'aong-DriveSDWH TIMBER-HEXScrew 5 XLJ34S1 016. XLJ3461016-5K #10-16 Strong-DriveXU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46. PBS66 Embedded Post Base 4 SDWH2740DG, SDWHl SDWH27800G, SDWH271000G, SDWH2712DOG Sbrong-Drive,9DWH TIMBER-HEXHDG Screw #1 Drill Point is PBV6. PBV1O Round Post Base §Z-# Product Model, Numberor Name Product Description 5 6 SDWS16212, SDWS1 6300, SDWS16312, SDWSI 6400 SDWS19600, SDWS19712, SDWS22400,SDWS22500.SDWS22512, SDWS22MO; Sirong-Drive SDWS FRAMING Screw Strong SOWS TIMBER Screw Grade) 0 19 PC44-1 6. PC46-1 8, RC48-1 6: PC64-1 6, PC65-16. EPC44-16. EPC46-1 5, EPC48-1 6, ERC84-18: EPCSS-16 Post Cap 1 2 SB5/8x24, SB7/5x24, SB1x3O SST816, SSTB20, SSTB24, SST828. SSTB34, SSTB36, SSTS15L, SSTB2OL,SSTB24L, SB Anchor Bolts SSTS Anchor Bolts SOWM800, SDWS22900, SDWS221 000, SDWS221 100; SDWS221200, SDWS221500 -Drive (interior FL#35320-RO 20 PC4Z. PC4R7_ PCOZ, PC5RZ, F`C8Z, PCBRZ. EPC4Z, EPC4RZ, EPC6Z, EPCORZ. EPCSZ, Post Cap SSTB28L 7 SDWS2230CDB, SDWS2240CDB. SDWS22500DB: SDVVS2260ODS, SDVVS22SOOD8, Strong-DriveSIDWSTiMBER Screw(Exterior Grade) EPC8RZ SDWS221 OQDD8 Seq # Product Model, Number or Name Product Description 4< 21 PPB44-4Z. PPI344-6Z Post Base 8 SDWS22312DBB, SDWS2251208B OutdcorAccents StructuralWood Screw I DSSCBI DSSC948, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDIS, SDWS2750OSS, SDWS276008S. SDVVS2780OSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5. FC1345.5. FCB47.5, FCB49.5, FCP411,5 Bypass Framing Fixed -Clip Connector SDWS271000SS, SDWS27120OSS Screw 3 FPHSO34S10115, FPHSD34131016, FRI-ISID34131016-5K. FPHSD3451214, FPHSD34BI214, FPHSD3481214-5K 410-16 and#12-14 Strong -Drive FPHSD Fmming-to-CFSSeff- Drilling. Tapping Screws CC Saq X Product Model, Number or Name Product Descrilition 10 SDWV13400 Stroing-Drive SDWV SOLE-TC-RIM 1`1#10866-Fifi I CMST12, CMi CMSTC16, CS14, CS16, CSIS, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC.4.25, LSFCO.25, SFC2 25, SFC4,25, SFC6.25 Steel Framing Connector 2 HRS6. HRS8. HRS12, FHAS, FHAP, FHAl2, FHA18, FHA24. FHA30, MI MSTI36, Straps 97 miJ (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25. SSC6.25, MSSC2.25, MSSC4.25. MSSC6.25, Steel Stud Connectors Sea # Product Model. Num ber or Name Product Description MST148: MSTI60, MSTI72, SIMST27, SIMI SIMST48 MSSC4_25KW, MSSC6.25KW < 1 FJA, FSA Foundation Anchor 3 HTS16,HTS20,HTS24,HTS28.HTS30,HTS30C Heavy Twist Straps FL#i5363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S: RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTASO, LSI LST149, LST173, MSTA9, MSTA112, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43,5, SOB45.5, SCB47 5, SCB49.5. SCS411.5, Mi MSCS47 5 Bypass Framing Slid�Clp Connector 3 GH46-6, GH46-8, GH48-6� GH48-8, GH410-6� GH410-8, GH66-0. GH66-8. GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12. LSTA115. LSTA18, LSTA21, LSTA24, ST292. ST2122, ST2115, ST2215 Straps 33 mil (20 g a) Sea X Product Model, NUM oer or Name Product Desoription 8 SCS32-5197. SCS(52-5�97. SCS62-511 18, SCS82-5M 18 Bypass Framing Connector -0 8, G H61 0-6, G H 610-8 6 LSUEH3.25; SUBH3.25. VI Bridging Connector I AS 18, AS 1885, AS I SS6 18 ga. Truss Platea 9 SCW325, SCW5_5 Head -of -Wall Slide -Clip Connector 4 GLB5A, GLB5B. GLB5C, GLI350, GL87A. GLB7B. GLB7C, GLB7D Glularr Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20H.5 20 gar High Strength Truss Plate 10 SJC8.25. SX10.25, MSJC8,25, Mi Seel Joist Connectors 5 GLBT512; OBLTS12, GL27518, GBILT616, GLBT520; GBLT820 Glulam Bearing Plate 8 LTS12, LTS16, L7S1&, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS93�518 Bypass Framing Slide -Clip Strut Connector 0 ICU 6 HGLSA, HGLBB. HGLBC HGLBD Heavy Guarn Bearing Plate 9 MSTA30, MSTA36, ST0215, ST62241 ST9, ST1 2. ST18, ST22, MSTC28, MSTC40. MSTC52 Straps 54 mil (16 g a) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7881414 #14-14 Strong -Drive XLSH ShoulderedSelf-Drillirg, Tapping 7 HGT-2, HOT-3, HGT-4 Heavy Girder TiI 10 MS7C66� MS7C78. S76236 Straps 68 mil (14 g a) Screws LU 8 UFP10-SOS3 Universa I Foundation Plate 11 Mi MTS18, MI MTS20. MTS30, MTS24C, 1V7S50C Medium Twist Straps 13 X01 S101 8, X01 BI 016-4K, XQ1 S1 214. X01 B1214-3.5K. XQ78S1224, XQ78B1 224-3K, 410-18. R1 2-14. and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/131.56, BfI91,81, S/132.06, S162.37, S1132.56, S113258, S/63.12. S�133ZS, SIB3,62, SIB4.06, Top Flange Joist Hangers FL#15730-R4 X0114SI224, XQ114B1224­2.5K, XQ112S1224,XQ112B1224-2lK, X3461016-51K� X1 81016, X*1610164K� X1 S1214, XIBI214-3 5K Tapping Screws < 13 SfB4.12, SfB4.28, &B4.76, SIB5.50 SIBA2,1218, SIBA2.12110. S/BA2.12112, SIBA2,12/14, SIBA4.18/8, SfBA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Pryclucit Descrintion SIBA415112, SIBA4.18114 1 Er -HP Adhesive Anchor for concrete 14 SirHIA HurricanoTie 2 GAC, GDP, GDPM-50, QDPM-75. GDPM-100, GOPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies < 15 S/HD8S, S/HD813, SIHD10S, SIHDIOB, S/HD15S, S/HD15D Holdowns 3 PDPA, PDPA-K, Fi PDPA7, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 SIHDU4, SiFIDU6. SiHDUD, S/HDU1 I Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLIDPA, PECLDPA, PTRHAS, PTRHA4 17 S1JCT, 31HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. March 6, 2023 PA 1.3 -1 1 1 1 11 111 1 11 . I I I , I - - I I IJ, I I � , I , I I I , : , R! i ., i , � I I .I ... It. I I II I - 1 1 1 1 111 - I I ___ - - > C— 0 MIAMMADEM 3MAW-DABIECOU-N= maw FRODUCTCONTROL SEC-FION PGT Industries. Inc. PGT Industries, Inv. 0 =3 L- -0 CD- 1`43T.Industries. Inc. 0 CL 0 11 go-: 5W2 6 S teet Room'-, in! DEPARTMUNT OF REGnATORYANDECONOXHC RESOURCES (RM) Mimm FlorkU 3317 1 5-2474 -CE -CE, NOTICE OFACCEPTAIN EVIDEN SUBMUTED NOTICE OF.ACCEPT.A,,NTC!E:EN,-EDEiN-,C,EStTBMIITED co -0 BOARD -A-110 C On 1E ADAMUNTSM-MON D MMON TC,86)-315-255M FCN)313-2540- NOTICE Of ACCEPT-XNCE: EVIDENCE SUBMITTED (b a) (D G NOTIC'E OF ACCEPTANCE (-NOA) 1. ENidence submitted under preiious NITOA D. QUIALITY ASSILTf LA N7 C E -co A. DF-4,WLNGS B. TESTS (continued) 5. Test 1) Air Iuffitration Test FBC, TAS 202-94 L Miami Dade Department of Regulatory and Economic Resources (RF-R)-. -_j -0 0 -0 0 0 -= (D PGTIndustriesJur. 1.070 Technolo&y Dflh-e� L Manufacturer's die dmuringsand sections. report on per Z_; co CZ) = 0 N-orth Venice, FL 3427.5 (Submifted ander.,V0.4 No. 11-0167 6-4) per FBC, T T) Uniform Static Air Pressure'Test- AS 202-94 E,. MATER-LOLL CERTIFICATIONS 0 S COPE: 2. Draw, ing No-30-5570.0, titled "Vinyl Sliding Glass, Door NOA sheets 1 1) Water Resistance Test, per FBC, TAS 202-94� 1. '.Notice ofAcceptance'No. 1-",528.14 issued roVision ExtrusionLimited fortheir _ZZ M 0 Cu , the me o This NO-k is beingissued under the applicable rules and regulaticas governing f comtruction materials- Tlv-- throkah2l of 217 prepared byrnanufacturer, dated laV51'15. withrevision A dated 4) Large Mksile Impact Test per FBC, TAS 201-94 "'"lite RW PVC Exterior Ex-trusions for Windows and DG01-s". dated 08,113/15. 0 > C-1) -0 F= 0 documentation submitted has been re-%,iewed and accepted by Miami -Dade CcunlyRER -F�rodixt Control Section to O-V05117, signed and scaled by A. Lynn Miller- P-E. 5) Cyclic Wind Preswre Loadingpff FHC, TAS 203-94 expiring on 09130d9. (D be wed mA1ia=DadeC-o=y and Qtherareaswhere allm-edbydie Audiccity (AHJ). 6) Forctd Emy Test- pff FB C, TAS 2 02-94 i -agn 2. Notice of Acceptance No. 16-020.08 issued to Vision F-vtrusian Limited fortheir -IL- C- U) 40- ca This NOA shall not be valid after the expiration date statedbelow. The Miami -Dade County Product C-outrol-Sertim. B'L TE�'�STS' p dr lass door, "wed -m of Anyl sli along with marked-u rawitigs, and installation di a din, g g 1000 Tan, 2,02 and lighter Shades (,N-,ou-N%Thfte) Rigid PVC Exterior Extrusions for U) (in Miami Dade County) and'ar the AHJ (in arms other than Miami Dade County),res e rve the right to have thi�, L Test report on 1) Uniform Static Air Pressure Test, per FBC- TAS 202-94 by Fenestration Testing Lab- Inc., Test Report No- FTL 8-549, dated I I i06115- signed and Windows and Doors", dated 1210&16, expiring,on 12)29,,2 L product or material testedfor quality assuranceptuposes. If tim product or material fads to pedormin the accepted 2 Large Missile Impact Test per FBC- TAS 201-94 scaled ky Idahuis Orttgga- P. E- (I'est report revised on 12104,45 and0111 1116) 3. "-Notice of Acceptance No. 1-"52&15 issued toVision F-sctrusion Limited for their mannef� the mamifacturer willincurtheexpense- of such testmg and the AHTmay Modify, or 3) Cyclic Wind Pressure Loading per FBC, LAS 203-P4 6- Test report on 1) Air Infilintion, Test, per FBC TAS 202-94 '-Brown C oa ted (Painted or Laminated) White Rigid PVC Exterior ]Extrusions for suspend the use of such product of material within their jurisdiction. REk reserves the riEht to revoke this accepmwe. if it is determined byNfiami-Dade County Product ControlSection that this product or niaenal fa ils to along R Ah marked -up drawings and installation dia��m oftinyl sliding glassdoor, pirpared 2) Uniform Static Ak Pressure Test- per FBC, TAS 202-94 Windows and Doers". dated 0811 3i 15, expiring on 0930110-- meet the tectuirernents of the. applicable- building code- g Lab, Inc.- Test Report No. FTL 87717. dated 1107115., signed and by Fenestntion Testin�i 3) Water Resistance Test. per FBC., TAS 202-994. 4� Notice ofAcceptaace No- 1"711.02 issued to ENERGI. Fenestration Solutions, USA - This product is appmved as described heicia -and has been designed to comply with. the Florida Building Cioder waled by Idahnis Orfega�P. E., (Test report revised on 02115/1,6 and 022 16) 4)Large Missile Impact Test per FBC, TAS 201-94 lnc� for their "TANN 3tAO and Lighter Shades (Nion-White) Rigid FVC'Extetior includikg the I-ligh. Velocity Hurricane Zm*- Test upoft on 1) Air Infikrition Test-. per FBC.. TA.S 202-94 5) Cvc&-. Wind Pressure Loadingplef FBC- TAS 203-94 Extrusions for Windows and Doors" dated 091151­16- expirirm _ on 01'04�2 1. DiEscwpuo'-�%-- series "59.47W2 770" Vinyl Sliding Glass Door (Reinforred) w/wo 9 W & 1350 corners-L-MJ. 7 1) Uniform Static Air Piessure Test- perFBC, TAS 202-94 along with marlied-up drawmgs and installation dagram. of vinyl sliding glass door, prepared Notice of Acceptance No- 1"712.0-4 issued to ENERGI Fenestrati*n Solutions USA, A.PpRov,kL Do cm.L-.,u. Dra wing No.' -NO -53-70.0 Re v B, dtled "Vin�i Sliding Glas s D oo r NOA (IM)-, '.. sheez 'a) War er Resistance Test, pex FB C - 1AS 2 0-7 -94 - by Fenestration Testing Lab, Inc., Test Report No. FTL 95512- dated 12�04,1 5, signed and Inc. for their "Bronze and Lighter Shades of Cap C oated Rigid PYC Ext*rlffl� 1 2 I through 21 of 2 1., prepared by manufacturer. dated 1 0405A 5 and last revised on 0110 1/2 1 signed and scale-d by 4) Large Missile Impact Test perFBC, TAS 201-94 sealed by Idahm Ortega., P. E� (Test report revised on 0215/2016) Extrusions for W indows and Doors" dated D-Gf"l 5 il 6, expiring on 04/1 6i'20 A- Lynn. -Miller, P.E.. beating the Nlfianii-Da de CountyProduct Coutrd Revisionstamp withtheNatice of 5) Cyclic Wind Pressure Loadingper FBC- TAS'2203-94 T Test report on 1) Uniforra Static -Air Pressure Test -per FBC, TAS 202-94 6- Notice of Acceptance No. 1"712.03 issued to EN ERGI Fenestrati*n So lutions, U SA, "MThite Atceptancenumber and expiration date bythe1liatm-bade County Product Control Section. 6) Forced Entry Test, per FBC TAS 2022-9 4 q-) Large Missile impact Test per FBC, T-AS 201-0-4 Inc� for their Rigid P17C Exterior Extrusions for Windows and Doors" dated Z 1 VMS= LUP-kC-T R-kTTN-G. Large and Small1fissfle Impact Resistant along with marked -up drm lugs and instAlation diagram of vmyl sliding glass door- pmpared 203 3)Cvchc%'indPreiawLoadinepeYFBC.T-AS. -94 7 09110.47, expirinZ on0128.118. Limitations: by Fenestration Testing Lab, Inc... Test Report No - FTL 8546- dated 1 LAD611 5- signed and alon g imthmarked-up �rxwtngs and installation diagram of iinyl sliding ghss docry, prepared 7- Test reports No(s)- l0-0(P2-792(A), 10-06-N-105,27- 535753-09- per ASTNJE-84- 1. Seetable I (sheet :r) and table 2 (sheet D for applicableSGD unit sizv--, design pressures-, reinforcements, types. sealed by Idahnis Ortega, R E. (Test report revised on 0164/16 and 92ill,22016) by Fenestration Testing L& Inc. � Test Report No. FTL 66-19 (samples A-1 thru A-227). dated ASTIVID 1929 and ASTNID-63 5. issued by EXOVA to Vision Extrusion for cellulosic glass types.sill riser (see tables B-1 & B-2. sheeu- 7-8) and anchor layout sheets reqi4eramm in 11 duu 16- 3, Test report on 1) Air Inflatration. Test, per FB C, TAS 2 02-94 -10 11/19110, signed and sealed by Jorge A- C auso. P, E - (Sri Nit 11ted rat dvr NO-4 Yo. 11 - composite material. 2- Rigid'White n7C, Tan (Non -white) Rigid PIK audBroramcoated (Niuted or laminated) white Ri-v4d FVC to be 2) Uniform Static Air Pmm" Test- per FBC7 TAS 2 2-94 6107047 (Subadited rj-nder.V0--1A 114107 04) Z labeled per:refffencedNOA"-.reqi&emenfs- 3) Water Resistance Test7 per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FB C- TAS -V'2-94 & 'Notice of Acceptance N G- 1"916. 11 isstied t o Kuraray America ., Inc. for their 3- Egre ss operab ledo m must tomply writh min c lear width o r h ei ght per FB C re quit�t as applic ab le 4) Large MJJs sile Impact Test per FBC , TA S 2 0 1-94 2) Uniform Static ALir Pressure Test, per FBC. TAS 202-94 -Seutr-%-Gla,59 (Clear and Xllite) luttriaver', cqAiing on 0TW411 8- 4. Packet walls underseparm approval- to be reviewed by Buildiug-official. 5) Cyc hc Wind Pressure L oad ing per FBC, TA S 2-03-94 3) W ater Resistance Test, per FBC, TAS 202-94 9. Notic eof Accep ta nce N o. 16-1117 � 0 1 is � t o Ku raray Ame ric a, I ric - fo r their LABELri qG: Each unit shall bear a peunanent label with the mann&ctwxes name or lo go. city. state and series AW 6) Forced Entry Tea, per FBC,, TAS 2-102-94 4) Large Missile Impact Test perFBC, TAS 201-94 -TrosifolV T-1traclear. Clear and Color PVB Interlavei s-. expiring on 07108119� following,, 6tatemew-'Ma=—Dade County Product Controd ALppfov—ed.`.,, noted herein along with marked -up drawmgs and inst2llation d iagram o f %inyl shd* glass d oor, pue-pared 5) Cyclic Wind Prem-tre Loadingper FBC, TAS 203-94 W RENEW -AL of flm-NOA shallbe consideredafkT a renew-9 application has beenfiledand there has beenno by Fenestration. Testing Lab-, Inc., Test Rq)ort No. FTL 9-5,47, dated 12104115- mped -and 6) Forced Entf -94 y Test. per FBIC, TAS 202 IF. XTEAKINTS ST� change in the applic-able building, codenegativelyaRectingthe peffbmmmeofthisproduct- sealed by Idalmis Ortega, P- E. (rest repon revised on 0111 5�'l along with marked -up drawings and installation diagram of vmyl sliding glass door, prepared I- Statement letter of conformance with FBC-54k Edition (20,14) and FBC-d& Edition TEF�d]NATIONoftbh NOAwill occur after the expff;�m date or if theie hasbeen a re'M.Ilm dorchanae inthe 4. Test report on 1) Air-Infiltmimin Test, per FBC- 'LAS 2102-�444 by Fenestration Testing L-ab, Inc- Test Report No- FTL 6337 (samples A- I thru A-55)- dated (7M171 issued b�y manufacturer- dated 0&14/17, signed &sealed by LymnN-Okm Pl- matedals, use, and'ormanufiwAre oftheprodtwr or process. iNfisuse ofth:is NOA as anendorsement of anyptoduct, 2) Unifonn Static Air Pressure Test, per -FBC- TAS 202-94 l2i0640, signed and sealed by Jorge A.. Cauw, P. E- (-Submifted under NO-4 Alo. 11- 2 - Statement letterofiao financial interest, dated 04118,47, is ss�,bymamifa-cturff-sigaed for sales, achrertiskg at any other puqxnesshall automatic aky te�*- this NOA. Failure to couVl:(wvh any 3) Watef Resistance Test, per FBC,. TAS 202-94 010,709) & sealed by Lynn Nfflef. PX. -section of this NOA shall be c ause for termination and reruooal ofNQA. 4) Lzge MisOeInVad Test per FBC-'EAS 201-94 3- Lettff of 1�b compliance, part of the abovetest reports. -ADVERTISE-MENT. Tlie NOA numbef preceded by the words 21liami-Dade County. Rorida, and f olliow-ed by the 5) Cyclic W- ind Pressure Loading per FBC, TAS 203-94 C. CALC-ULATION-13 4. REK Test Proposal No� 17-0387- dated 05/05 �'l T, siganed by Ishaq Cbanda- P�E- expixaticm dam may be displayedin ad-vwtis�ng literature. If anyportion of the NOA is displkyed- th en it shall be 6) Forced Eafty Test, per FBC, TA.S 202-94 L Anchor verification calculatmus. and. shuctural analysis, complying with FBC-2014, done in its entirety- along writh marked -up drawings and im=llation diagram of vinyl, sliding glass door. prepared prepare& by PGT, dated 12,t-9,11 5and List mrised on 021, 151'16- smed and sealed ty G. OTHER LNNSPECTIO-N.- A c o pyo f this entire NO.A shall, be pro vided to the user by -the mwu&cruier o r its distributors and by Fenestration Testing Lab, Inc., Test Report No,- In &-- 48, dated 12204,,"1 5t signed and Anthany L Nfiller,, P.E. fSubmiWed underN 0-4 Ao.15-121 0. 04 l.. Notice of Acceptance No. 1-5-1210.01., issued to PGT indusims. for their Series sha U be a v ailable far inspecti on a tt-h e j ob site a t the -reTiest o f ffie, Buil, diug Of ficia 1. sealed by Idalmis, Orlegx R E.. (Test report rev, ised on 0 lJ104?1 6 mid 92`1111 6)� 2, GLuing cotWlies with ASTME-1300-09. -5557 012770" N-7inylShidingg GL-tis Door, (Reinf orced) - UXU.'- Expiring on 041*2 L ThisNOA revises& renews NOA#20-0429.05, amd ccusL-ts of this age I and e-.idence pages E- 1. E-2. E-3. E-4. P I ;�, 01, 1 4 E-5 & E-6 as well as appro-%ml document mentioned ab<nv- The submitted dccurnentation was t-mriewed by Ishaq I. C-1handa, P.E. Rha q 1. CinmAx, Pl� Isha q 1 Chamda. P,E� I L Ish;aq L Chasda, PJE� Product Control U-mit Super-rimr Product CvntrolUnit Superriser Product ControlUtut Superi-iser NOA N110. 21-0205.0 No 1-0 2 0 5.0 3 IN70 A No � 2 1 -0 1 0:-.Q 3 N0AN7o. -'1-0`05.03 Expiration Datei April, 14,-10.16 �— = W� � ExpirsdonDaw. Apri[14,2026 Dat*- March 2 10:1 Expiration Daret Apri[14,20M Approval Date., I 1 xpiration Datet April 14,2016 Ap pro T i I D a fe - Ma r c k ZIZ-1021. proral .4, Marck INC N1 Approra I Date, March 2.9, 1021 Pa g,- I E-1 E-2 1-3 PGTIudustries.luc. CGI W-- indows and Doors, Inc. PGT Industries. Inc. NOTICE Of ACCEPTANCE: EN-OF-INCE SUBLWITED NOTICE OF ACCEPT.4-NCE: EVIDENCE SUBX,1ITTT-D -INOTICE 017 ACCEPT.AYCE: EVMEINCT SUB M�ff TIED 2. ENIdence Submitted under prexious submittal E. -'-\LkTERL4,L CERTIFICATIONS (continue) 3. New Ei-idence Submitted S. Quanex Pall Suger Suacer Standard complyikv, with ASTNI C518 Thx�mal Conductivity A. I)KNIVINGS 0-881 BTU-im,hr.-ft--`F, ASTIf F 12-49 '%TTR-Pass.. ASTINI D3985 Oxygen-Pas's� A-SIM E A. D RA N1 T- ii G S 1. Draw ike N o - M-D-5 5 70. 0 Rev B, tit led "Vinyl Sliding Glass Door N OA ( Ll)-. sheets 2190 I-G- Durability -No Fog -Pas& (Subm#led under'prmiorts.YOA Xo. 15-0409.05) 1. Drawing No. Rey B. titled "Vinyl Sliding Glass DoorNOA (I.M)", sheets I I through 21 of 2 1, prepared by ruanufacturer- dated I 0,10S/1 5 and last re�ised on through 21 of) 1, prepared by tnanufac.nuff, dated 10i'05,1 5 and last revised on 02,01;2 1- 04,2 2;--) 0, signed and scaled by A - 14mn Miller, P E 6. Quanex Part Duraseal complying with ASTM C518 Thermal Conductiwity 2-22 BTU-ial signed and scaled by A. Lynn Miller, P-E. ASTNI F 17-49 WVIR-Pass- ASTM D 1434 Argon Petmeance-Paw -ALSTM E Note- This revision consists replacement of same em-isting installation screw with flat head - B. TESTS 2189- I-G- Dufability-No Fog, ASTM-E 546 Dew Point Development -201F in 48 lim- I Test reports on: 1) Air ImIltration. Test, per FBC.,'T-AS 202-94 (8�ibm ifted underAWANo. 15-04,09.05). 2) Uniform Static Air Pressure Test Loading per FBC, TAS 202-94 Vision Extrusions- Ltd- Parts compt-ing with PVC--4AMA 303-13- Voluirtary Specification B. TESTS 3) Water Resistance Test, peT FBC-TAS 202-94 for Rigid Pokyviny-1 Chlof ide (PVC) Exterior Proffies fix Vision Extrmions, Ltd . -VEX- I by 1. None- 4) Luge Nlissile Impact Test per FBC- TAS 201-94 A.A.MA Fenestntion Exterior Profile Certificatwu Program. (Submifted mider.YO-4 -No. 15- .5) Cyclic Wind Pressure Loading per FBC, T�kS 203-94 0409.#�) C C-UCT-TILATIMS g along with marked -up &wv%, ings and installation dia grain of a H PGT Industries, Inc 8- V is ion F-xtrusions, L t d. Part s cor Wlyineg with PVC -�kANtk 3 0 3 -13 I- Norke� representative units listed below and tested to qualify Dowsff 791 and Dowsa 983 siliemes- f-80ni ifted under NO-4 No. .15-0-469. 85) prepared by Fenestration Testing Laboratory, Inc... Test Reports No.: 9- PVC.-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Foderior D. QUALITY X SSUI KANi C E FTL-7897, PGT PW5520 PVC Fixed Window (utit 6 M- proposal), dated 00,!03,1114 Profiles for Vision Extrusions- Ltd--VEX-1 AA.MA Fenestration Exteriof Profile 1. Miami -Dade Department of Regulatory and Economic Resoirces OLER). U) FTL-20-2107.1, PGT S GD780 Ahm2imm Sliding Glass Door (unit 7 in proposal) FTL-20- Cettificatum Pfogam. 2107.2, PGT CA740 Alum- Outswing Casement Window (unit 8 in proposal) FTIL�20- 10� Notice of Acceptance No- 18-1217.14 issued to Energi Fenestration SolutiolL USA, Inc- for E. XXTERLAL CERTIFICATIONS M '107.3 zed o% ii opo al) , PGT PW7620.A Ahu =,um. F6 Wind v (w t 9 inpr s , and FTL-20-2107.4- their "Tan. 3040 & light shade (non -white) White Rigid P17C Exterior, Extrusins for 1. Notice of Acceptance No, 1.9-0305.02 issued to Kuraray America, Inc. fortheir > PGT PW7620A Alurninum, Fixed Window (unit 10 in proposal) dated 071,'13L)O. all signed Windows and Door§-, ey�pirikg on 02104C 1. "Trosffolg, Ultraclear, Clear, and Color PX-B Glas�lnterlayeim-, eViriny on 0708 P24- Co 0 and scaled bry Idalmis Ortega. P-E- 11- Notice of Acceptance No. 1"122.02 issued to Energi Fenestration Solutior� USA,- Inc, for 2- Notice of Acceptance -No- 17-080&02 issued to Kuraray America, Imc. for their their serwis Illite Rigid PVC Exterior Extrusions for Windows and Doors'-- expnuig on "SentryGlast, (Clear aud'"1jite) Gla ss Interlayers". expuimig on NX4-Q. 3- > CL CL C. CALCTTIATIONS 1. Anchor 'With FBC 711� 02,12&121 L 3- Notice ofAcceptanceNo. 18-1106.10 issued ToVision Extrukow Limited.for their -Brown 0 < venfication calculations and structural analysis. complying 1-11 Notice of Acceptance No- 2,"-V-1.03 issued to Ener gi Fenestration Solution, USA, Inc- for Coated (Painted or Lamdua teff) White Rigid PVC Exterior Extrusions for N%`mdows prepu Edition (2020), dated 04,122/20, � ed by manufacturer- signed and scaled by their -Bronze & light shade cap coated White Rw PVC Exterior Extrusions, for and Doors"',. expking on, 09)30!24� AnthoayLynn,Miller, P-E- Windows and Doors-, exp . umg on 04/16,25. 4- Notice ofAcceplanceNo-18-1106.11 issued to V is -ion Extrusions Limited for their series Gbzi4conTlieswiffi.-iSTMIE1300-0-i, -09, -12 and -16. "VE 1000 Tan 202 and lighter -shades (Non-AlVidte) Rigid Cellular PVC Exterior D. QUALITY ASSTFKLNCE F. STATE.%11 NNTS ExtrusAons for Windows and Doon-- expiring on 1129,122 1. 0 hliami-Dade Department of Regulalwyand Economic Resources (RER.). 1. Statement letter of confernmce to FBC 7& Edition (2020), dated 04,2120- issued by L— CL manuf2cturff., signed and scaled by Anthony Lynn Millet-, P.E. F. STATE'XIENTS E. ILATIERLA-L CERTIRCATIONS 2. Statement letter of no ffimmal interest and of independent, issued by manufacturer, dated I- Statement letter of conformance to FBC 76 Edition (2020), dated 02;'01,;21. issued by (3) 1. Notice of Acceptance No- 19-0305.02 issued to Kui-m-ay America. Inc. for their 044 V207 s�gned and sealed by Anthony Lym Miller, P.E- matrufacturer. signed and sealed by Anthony Lynn N41uff, P-E. U) "Trosifol:9 Ultraclear. Clear, and Color P`VB Glass'lnterlayers7- expiring on 3. Private Labelmg Agreement doctmwnt between PGT. dated 0-330,115 and signed ky all 2- Pri,,.,ate Labe ling Agreenwnt dated 01,08,J21 between PGT Industdes- Inc. and CGI 07/0&134. ir�,Oived parties Wiadmvs and Dom Inc- signed by Dean NL Ruark--- P.E.., V.P. Engineering. on behalf of .2. Notice of Acceptance No- 17-090&02 issued to Kuraray America, Inc. forth& "!3*ntrTGtas1 'txpirk-g both a)mpanies- (Clear andVkbre) Glass lnteflayers�'. on 07iO4.Q3.. G. OTH]F-RS 3- Notice'of Acceptance No. 18-1106.10 issued to Vision Extrukons Limited for their "Brown 1. Tlas N20A revises; NO-0 17-042 0,06 (PVTTwfiCGI) and updates to FBCI-020 (7* Editkm� G. OTHERIS Coated (Painted or Laminated) Whke Rigid PVC'Exterior Extrusions eapiring 04021-21- 1- -Rds NOA reyises; & renews NOAft 20-0429.05 (PL-A wfC.Gr), expiring 044+26. forlThtdows and Doors"- expirftT.on0930.24- 1 RER Test pmposals #19-1155 dated 01-,10,120 approved by Tshaq I. Clmda. P-E. expiring 2.. -Me carrent associated P1-4L CGI file #21-02,0&017, expiring 04/14t.16. 4. Notice of Acceptance No, 18-1106.11 issued to Vision ExtnL4ons Limited for their sffie& "VE IM Tan 202 and lighter shades (N-on--White) Rigid Cellular PVC UJ Exterior Exnmsions for Windows and Doors'-, expking on 12/29L' I Ishaq L Chanda, RZ Lhaq 1. Chanda. PX. Z 1-.haq 1. c1lands. F.E. Product Contra] Unit Superlw'or 91-9-N-S' Product Control Unk Supervisor Z Product Control"Unit Supemisor 55.0 N-0A No. G3 NOA -No� 21-020-:.03. < IN' 0A No. 11420L 3 ExpirahonDatt- Ag M20:6 ril , ExpiriitionDaie.- Aprill-t.1026 E xViratiou Date. April 14,2026 App royal Date �. -March L4. Mil Approval Daw. Mareh �'s, 2r;l -j CL Approval Date- Xf-arck !S�, 10 21 E-5 E -6 E -4 SHEET NO. March 6, 2023 PA 10 c— C/) -F�3 (3) > MIAMI� MIAMI-DADE COLNTY 0 L_ CL 0 PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC CD- 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strcei� Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami. Florida 33175-2474 T (786) 315-2590. F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED co -co Fn NOTICE OF ACCEPTANCE (NOA) www.miamidade.L7ov/ecoiiom Q* (D 0 Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 0 — (D 6324 County Road 579 A. DRAWINGS A. DRAWINGS -S 4�4 A. DRAWINGS 0 5_ -0 Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I qf 1, 1 1. Drawing No. TD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1. Drmving No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I 0 0 f LL. Co 4- CU prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig ParrinQ, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Casi-Crete 4 " 6 11 & 12 czi Qi 0 ,- ca 0 > C/) _0 SCOPE: "Casi-Crete 4 ", 611 & 12 " Lintel Sqfe Load Tables", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 611 & 12 " Lintel SOP Load Tables", sheets I ,Cb LintelSafie Load Tables ", sheets I through 3 of 3, last revision dated 0611211 11 .— E (1) 0 W L_ 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. Cl) " _1�� 0_ F U) The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, A E, revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on "tr 40- CU U) Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report onflexural testing on 4 6 & 12 Precast Concrete Lintels Filled and 1. None. Qz rG cz This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASIME-529-94, prepared R. TESTS Z iO4 C. CALCULATIONS T Section (In Miami Dade County) and/or the AEJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14,201 through 14.236, this product or material tested for quality assurance purposes, If this product or material fails to perform in the sealed by Christopher A, Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino. P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Cast -Crete Lintels, dated 05129103, 20 7 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Mianzi-Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P, K, signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of -Permitting, Environment, and Regulatory Affairs. 2. Calculalionsfor Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P.E., signed and sealed by Craig Parrino, RE E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: (Cast -Crete) 411,611 & 12" High Strength Precast and Prestressed Concrete Lintels, D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT; Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality 5�stem Manual./or Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter ftom Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig ParTino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and seated 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-Creie Quality System Manualfor Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z NIISSIELE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4", 61' & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P. E,, dated March 24, 2 003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS y and Economic Resources (PER). 1. By Miami -Dade County Department of Regulator any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE ADVERTISEMENT. The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. L None. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER 7 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. Mone. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at thejob site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed& sealed ky Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. MaUr, P.E., M.S. -,;4fihnyA. Makar, P.E., M.S. ProKuct Control Section Supervisor yl/z elmy A. Makar, P.E., M.S. (-�-elmy A. Makar, P.E., M.S. PrAZI`tControl Section Supervisor Product Control Section Supervisor KMLAMMAD!Ei�� NOA No. 20-0630.15 NOA No. 20-0630-15 NOA No. 20-0630.15 NOA No. 20-0630.15 1111�vgk a# NNW Expiration Date, 09/11/2023 Expiration Date- 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/2012020 Page I E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. L None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade Counry Department of Regulatory and Economic Resources (PER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS E L None. L None. =3 F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. & EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- M > A. DRAWINGS Crete USA, Inc., dated 06111120, signed& sealed by Craig Parrino, P. E. 0 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet I of > 0_ 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 0- L T4612, titled "Cast -Crete 4 ", 611 & 12 " L intel Safe Load Tables ", sheets 1 o through, 3 oj*3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed andsealed by Craig Parrino, P.E., on January 22, 2019� B. TESTS 0 1. Alone. C. CALCULATIONS None. (3) C/) D. QUALITY ASSURANCE M 1. By Miami -Dade County Department of-Regulato)y and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. —0 F. OTHER 1. Article of Conversionfor a name change. 0 LM LU C,ffelmy A� Makar, P.E., M.S. C>1 HeIrny A. Makar, P.E., M.S. < Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date; 09/11/2023 Expiration Date: 09/11/2023 < Approval Date- 08/20/2020 Approval Date: 08/20/2020 _J E-4 E-5 CL SHEET NO. March 6, 2023 PA 1.5 I WATTER A. TILUT. M, P1, , Z=.XZIILIE( . TILLIT TESTING & ENGINEERING COMPANY PRODUCT EVALUATION REPORT - tilteco(gaol.com ?L P.E. LkvKuP, *. �IA7 ,T L � L!­­N,,. 0005719 REPORT II 20-0728�01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY, Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: � h�I&i 4800 S.W. 51 Street DaI Florida33314 1. PURPOSE OF EVALUATRON: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified ibr compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code, This Product Evaluation Report shall be subject to review and revision in case of a Building Code cliange that may affect Its limitations and conditions 2. EVIDENCE SUBMITTEa-, 2,11� PRODUCT E"LLIATION-DOCUMENT-(P.E.D.)p Drawing No. 20-176, fitled 1120 GAGE GALVANIZED STEEL STORM PANELH, sheets 1 thru 26 of 26 prepared by'ritteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part o'UNS Evaluation Report. ,,,%%0I A Nit, 'e., tR - , �Q _,�; .p . ........ , - - - ,-, -`\CEN `� 1, - . - n��'., V - ____� � ­7-----"�_L�, _� , 15�� I ��:,t --- --- ----- "NO. 44167 __X�l - *' , , ,�. 1 ­7 11-20 I:v , * , " I , - _­_­� = -6 � - -_ � I !�_ '.. _., a � s 'O * A , 1, �,- " �.4 O p I T).t'. . '. S's ­­ . , Q� 6355 NX 36th Street, Suite 305, Miami', Florida 33166 - Phone: (305) 871-J530 -'It-011, * PRODU Lf�%IAL 2 2.2, TES R PORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared b�y Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09118/1996, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond, P,E. and Report No- 0219.01-09, dated March 4, 2009, signed and sI by Edmundo Largaespada, P.E. and Henry Hattern, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. Z.3.--$TRUCTURAL ENGIN RIN Infill On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with section 161 6 of the Florida Building Code, Calculations prepared by Tilleco, Inc., dated 11/03108 and 03/12/15, signed and sealed by Walter A. Milit, Jr., P_ E. 1 MISSILE IMPACT RESISTANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. VOND LOADS RESISTANCE; 20 Gage Galvanized Steef Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas indicated on sheets 8,10,14, 15, 16,19, 25 and 26 af 26 of Product Evaluation Document (P-E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14,15,17, 18, 1'�,20 25 and 26 of 26, of Product Evaluation Docurrrent�P.E.D.), drawing No. 20-176, 5JIMMUADON: � - - Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7. 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Docurneritt (P.E,D.), drawing No. 20-176, Minimum separation to glass shall be as indicated on sheets 8, 14,16, 26 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. t0kititiIHNI", ze ��,�� P,J1441)11�s , - , � A _\1 ..", .. / 11. , ,P . ,$��.­'\\r,ENSe'% . % .- - __11 _ _��C­,­ , �1. _ <- -1 ' - ---- , -44167 -, 15 _ - - ____ 0. __.- - ,.. - " __­­ __ !*S _:;71, "I -��.4 � ' * .1 Z ' ,/ '�"/ ' z_1 ­�'- _' S7AT E OF �-`,9;1 I -1t, I R �, �, - - 1',O�'.. ZORI13 .�",�-,$ , -1'. F .. ..... -r" ,I� �5' - ,V��L, 'N',ol 8/10NA, ,Nkl'�' "IfiHolimil0k . GENERAL NOTE : e 3) IN GASE THAT PREC�ST VOSE. 09 PRECAST CUi,iCREFE PNNEIS� STUCCO OR WOOD 80A,I BE PCo4U ON THE I NALID MR_"_QVIE_fi&M!NMM_0E_TrALB&K0S) EXISTING WALL ANCHORS SMALL BE LONG ENOUGO TO REACH IME "N SIRUCTUREE BENING SVC" PANELS. I I STORM PANEIL SHOWN ON VMS PROD= EVALUAT93N DMUMENT IP CD ) HAS BEEN VERIFTEL FOP COMPLIANCE IN ANCHOMAGE SK�L % AS MENTLONED IN ILI) AND IN 6E) ACCORDANCE WITH TW Z020 (Ith IFT3111014) OF THE FLORIDA BUILDING CODE 11) X__EAWJhQ_W= -0,66­5=1!19_:�RINETL�, �L_� DM _".� DCSION WIND LOADS SMALL HE DETERMINED AS PER SECYON t620OF THE ABOVE MENTIONED CODE, - 1/4'0 TAPOIAN ANCHORS, AS UANOFACTORED BY 01 W SU&MX, INC FOR A WIND SPEED At, REQUIRED By THE JVFVSVCJION WHERE THESE SHVTITPrS WILI ErE INSTALLED AND - #14-0 RANI FENALE To, AND PANELWIP PLUS AN,I AS MANUFACTURED W? ELCO CONSTRUCTION PRODUCTS V _ . II OR 4 DIRIECTION&MFACTOR Kd-C85,USING ASCE 7-16 AND SMALL NOT EXCITO IRE MD(IMUM (XI-D; - 1/4 , So"s PER AT O, S MIGN PRESSURE RATNNDS INDICATED ON SHEETS 7 THRU 12, 14, 15� 16, 19 & 20 - 7/16'0 � S/IO WI OUSH14D. AS DiSIRLOUTDO BY ALI POINT SCREW IFOLT & SPVCZALE` M, IN ORDER TO VERIFY THE ADOI CONDITION, ULTIMATE DESIGN WIND LOADS OIFTERWIW�U PER ASM 7-10 C 13 MINIAVIA TARCAOM PENEIPAIION INTO WOOD Of TAPCON ANI SHALL I 1 112- AND 2- FOP ELGO PANE.MATE PULIS SMALL BE FIRST RMVaO TO ASO, DESIGN WIND LOAD$ ey MU-1UPLYINC, THEM BY OG IN ORDER TO AND PANVIUALE PSWILE O� COMPARE THESE W/ VAX �ASD) DMCW PRESSURE RATINGS NDICATEO ON SHU75 7 THOU 12, I4, 15, 10, 19 & 20 04 ORGER -10 VERIFY THAI ANUf� 0ii TH15 P ED A, TESTED WERE NO' OVER STRESSED, A 43% NCRE.Sk IN ALLOWABLE C��) MoeiI TMISADED PENETRATION or LAC SCREW, INTO THE WOOD FRAME uNP SHALL BE ! i/2' No nHF,FAOEo PENETRATION IWO STUCCO SHA� BE CONSIDERED AS PART OF THE PCOWPOM X,,YEADED PERCMI"M STR,SS roR mNo LOADS WAS V_0T WSEP IN THOR ANALYSM 'ASMENERS SPACING to WOOD HAS SEEN DETERMINED TIN ACCORDANCE VOW ILD,S, 2,018. C 3) MINIMUM EDGE DISTANCE CA LAC SCREWS. INTO WOOD SHALL BE AS INDICATED IN rds DRAWING STORM PANEL's ADEQUACY FOR. IMPACT MT) VAND RESISTANCE HAS BEEN VERIFLEC IN ACCORDANCE WITH SECTION 1626 OF ,HE ABOVE MENTIONED CODE &S PER HURRICANE ENIINEERING A TE$TTN� INC REPORZ5 96-"9� SII & 96-1730 AND C 41 MINIMOM PENETRATION OF AICOD BUSHING SHALL BE 5/8- 11'e 0-20 SCREWS USED SMALI. BE I i/2- LONo AllwMUM FENCSTFATION TESTING LAB INC � REPORTS #2032 & 02126 , AS PROTOCOLS TAS-201, TAS;-202 AND TAS-203 SHOULD STUCCO 03Tr, AND I* MINIMUM FOR WALLS WITH SO SlUCCU, AS AIEU AS AMERICAN TEST LAB Or SOVIM FLORIDA REPORT 00.219.01-09, AS RE- TAS 201� TAS- 207 Mo IAS 20. STANDAROS� t 5) N CASE: o­AI PRECAST STONE. OR PRECAST CONCREM PANEiS, STUCCO OR WOC�- BOARDS BE FO,WU ON THE LXI1T!NU WALL, ANCHORS SHALL elE LUNG ENOUGH 10 REACH ,-HE MAIN STPUCTURE 6EH;NU SLCH PAAEL_1 2 ALL ALUIAINUM MAMON'S �O BE 6063­T� ALLOY Mo TEMPER (UNLESS OTHERWISE NOTED) SEE SHEET 2 ANC�NORACE SMILLI BE AS MENTIONED IN C 1) C 2) & C 4) 1 ALL ALUMINUM $HEK-1 METAL J5ED AT CiOSURES FALI HAVE 31051-H I 4 ALLOY. (D) ANCHOR- SMLAL� I' iASTALLro FOULOWfN4 AIA OF IRE RECOMMENDATIONS AND SPECIPICADONS OF THE ANL'HOWS �NUFACTURER 4 ALL. STEEL SHEET METAL PAWLS 94ALL HAVE STIDA7URALL DUALITY STEEL. ASTU A-653 GAPOE 50 WN1.MU4_ F-60 8 PANELS WY 4W BE INSTALLM HOWWWALLI FOLLOWING INSTALLATION DETAILS SOO� On SECTION 3 THROUGH to (SHEETS � GALVANIZED STEEL DESIGNATION WIFY- M�S kt, �AFTER ROLLED) INROUGH 6) EXCEPT -NAt HEADERS (M A CD SHALL NOT BE USED 5 ALL SCREWS TO BE STAINLESS STEEL �04 OR 31t ASI SERIES OR CORROSION RESU�T,Abn COMED CARBON STEEL AS PER 9 IT SHALL BE I-E RESPONSIBILITY Of THE C'ONIRI 10 VERIFY THE SOUNDNESS O( TRE' STRUCTURE WKSIF SHUTTER IS To BE ON 50018 W1 SO �i YIELD STRENGTH AMC' 90 $�, TENSILE 57RENCTMI III SHALL COMPLY W/ FLORIDA OOLDING CODE ATTACHED TO II PROPER ANCHORAGE M�S SH'JnT-R SHALL VAT BE ATTA04ED TO CONCRM BLOCK OR WOOD FRAME SECTION 2-11 3.314� fh-ILVOGS ii BOLTS TO DE A6NA A-107 GALVANIZED STEE, OR PVW M4 SERIES SIAE&ESS STEEL, WITH -16 � WNWOU YX& SIRENWH 10, EACH REGULAR STOR" PANEL WITH LENGTHS OVER W-6 THROUGH 12'--4*, AS PER SECTIONS E, 8� 9 4 10 AND ALTERNATIVES 8W, 9W & low ON SHEEFS 5, 6 A 12 RESPECTIVELLY, SHAII HAVE A LEGIBLE AMID ITENDILY VIS&I MARXII NsoIUCINti OWNER OR I ANCHORS TO WALL SHALL BE ,As POLLOws ZA, TIO !�_PCUPE PANELS WIT4 APPUCASLE RLINFORCIEMENT DURING FERRITE Of' AURRICANE WARNIND (A) N__E41V_WI .00INGROIX I � THE tN5rAU_AnON 000MAC" Ls 10 SEAVML9 kL 'AIU7ER COMPONIMT FIV51,5 WHCW REMAIN IN' CCININVOUS 0ONTACI WIIH - I I/ '. 'ENPCON MCHOR-S AS NVIVUFACTURI'D 91 I I W RI WC (M.,, J`­�F'97 ;,,.;) To: autLooia To 04rVCAT, "KV/DVIN wl"AON, /4f . . 1/8� tALK-44 VWCHORS� ,AS MANUFACTUREC, BY DENALT INC, (MIN, I'v­X00 p-) - I /A'. 2 STORM PANEL W51ALLIVITON SMALL MUTLY Wirt SPECS MMATED A NIS GRAW10C PLO$ ANY eI Ago JONINC REGULATI ' SCUO-SET ANIViOn. As DISTRIBUTED BY A0, PMI SCREW, SOLI III, SPECIALTY CO, , ,%3/ (WA, -11; P.-) 4OWDED BY TME A%ISPACTION WHMr PERMIT iS APPLIED TO - #14-10 PANUAMUE FEKki D & PAKELMA-E RQS ANCHORS. AS MMILFACTURED BY ELCO CONSTRLICT,04 PRODUCTS 13 to) THIS PRODUCT EVALUATION DOCUMENT P ED) PREPARED By THIS ENGINEER IS GENERIC AID DOES Nnt PROVIEE INFORMATION (WIN I'­335O P-) Too A SITE SPECIRC PROJECT, i., WHERE THE 55TE CONDITIONS CIEVATE MOM -,K PE,U - 1/4'0 CF TAP-CRIP ANCIAOR5, AS MANUFACIURED By TRV-FAST CORPORATION (f'­MLQ p,%.I', - A I) MINIMUM EIAMOVENI OV TAPCON ANI INTO POURED CONCRETE SMALL K 1 �/4- 2- FOR PAT,f,Wlif. ,F"E fb) CONTRACTOR TJ BE R"SPON�1SUE FOR ,HE SELECTION, PURCHASE AND INSTALLATION VNCLUVAIC OFF WE�, Or THIS PRODUCT BASED ON THIS PA'D. MoftEO HE/SHE DOES Not DEVIATE FROM THE IGNIVITTONS DETAILED 04 THIS DOCUMENT to AND PANEV,A,1 IF PLUS AND I 114- FOR CF TAP -GRIP ANCHORS OCINISTRUCTION SAFIE`�. AT SITE IS THE COMPACTORS RIESPCAISISIR� A.2) CALK-N & SWO-SET ANCHO­ 'hALL BE EMBEDDED 7/B' �470 NE PIDURED CONCRETE NO EMBEDMENT IWO (F) TI PRODUCT NALOATION, DOCUMENT Witt BE CoNSIDERED INVALID IF WOOI �TUOCO SHALI BE 1-,PWTTED I/C 0-20 SCREWS USED SHALL BE 1 1/2- ONG MWWAM SHOULD STUCCO EXISI. NO " Mil,"UM FOR WAU-5 WITH NQ STOCT`U AND MAY EIF NZAIDED SCREWS OR AUL THREADED SCREWS W10 14EAU, (III SITE SP15--W PROJECTS SHALL'. BE PPEPAREr By A FLORIDA REGISTERED ENIGINEE-M CA APCHITZ' WYXCH WILL BECOME THE BUT WITH MW-. NUTS ENGINEER Or AIXORD (ECLR) FOR THE PROJECT MO WHO WILL BE RV,POhSTBLF ", THE PROPER USE OF IMF P,E 0 ENGINEER OF RECORD. AGING, AS A DELEGATED ENGINEER 1,D nIF ,I 3� N CASE 14A7 PRECAST MINE. PRECAST CONCRETE PAN". PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON TWI , .E.0 ENGITVF_-R, SHN.L. SUBMIT TO THIS �ET[R THE SITE SPECiFIC DRAWNCS, FOR 9FVFV aISTING WALL OR PLOOR. ANCHORS S"U. BE t.oNo ;NGUrH TO ACACH THE MAlft STRUCTURE BENNO SUCH PMEIS W-CDOITAX SHALL BE AS WENTPONED IN A 1) AND N k2) (e) THIS P,EC SHALL BEAR IK DATE AND ORIGINAL VAL AND SioNATURE OF THE F410FESSTONAL ENG-EM O' RECORD THAT PREPARED IT (a) 19-1-z��'t-AJX�-,--W-4-L-A�-�LC�-29 - 1/,4' . TAPCQN ANCHORS AS MANUFACTURED W I I * BULDEX, INC 14 SHUTTER MAOUFACMRINS LABEL SKAIL BE LOCATED ON A READILY VVELE LOCATION AT STORM PANI SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA RUILDIN,G CODE QPL LABEL - � /4' 0 , 7/8' CAL -IN AANI AS MANUFACTURED BY DEWALT INC (MIN, I'- 1500 p�, � ) SHXI BE PLACED FOR EVERY OPENING LASEUNG TO COMPLY WITH SE4:110M I 709 9 ? or NF - , 0 1 �/4_ SOO _T ANCHM /4 UO-�St , , AS DISIMIDILITED BY ALL POINT SCREW, FOLIT & SPCGAL� CD F.OIDUA 90ioffic CODE (MIN "-law P'Aj.) - 1, 4-10 9ANI FEMAfl To AND P0,NELMATE FLUS MCHORS. AS MANATFACIURLD ST CLCO CONSMUMN [";"�-.:�--*'--�-S'.-Illl-�yl�A'I'IE PRODUCTS (MIN VC�Zrl PAO ,III, ;I' ."]S'�Ul- � A ..... 7,141A��,, - , 14* 0 CF TAP-CMP ARCHORSL AS MANUFACTURED 01 'RU_FA-5T 1ORPOR'ITION """", __, � MID IHF C .. V\ , " , FLORIDA BUILDING CODE (High III t1wricarle Zone) a I � MINWV fA8EDMEN­ M TAPCO& ANCHOR�, ELCO PANEL'AATES ANO CF TAP-qR!- ANCHOR, �*r,. . . r ,�'?�� -- - ----- SL0CXMtN,T SMALL BE 1 1/4- 1Z -, �-- T- I * . S -D - - 20 GArE GALVANIZED STEEL STORM PANEL ' ,c I 11 'c �' No. 4 167 1. .11VKS BY l?) MX-IN A, SOUD-SET ANCHORS S�ika RE EMBEDDED 7/8- INTO THE CONCRETE BLOCAR kNr N o E . B ------,-- ____ �_ INTO STUCCO sW1 BE PERMITTrD �/�' ­20 SCREWS USED SHALL BE I 1/2' LONG MINIMUM SHOU1 MCO - -Z �__ I A - \ GLOBAL PROTECTION PRODUCTS, LLC. "" - F * - EXIST, ANO I' MO" FOR WAUS MTH No STUCCO, S -a ­- - - , / STAT OF --- --_� /­r[ItIE ill , . S�p% Z :; I - - I _V - , . _ 'I O'. '�OR -- , TILW TOR1.4 & tMONCIEFAIM. --Y n"V, " �' A - -- , - -,oNr M. 0.)"'.191 4 Oft, .. .. - .. - - - - F 20-176 i�_11^61. . -, 01, - - _.— - �_­-__. �_1-4!1 FAA, ..:Al / , - . �, , - oRA,WA, - I "I'll-110,11,�IqAt.�!"�'ll,�""—,-*'1 i-I "CA-0006111 _71. ., Ii Tr,.li ­'P,� I � I . n - FLORIDA .- - - . " - . INSIALLATION DETAILS FOR REG.Ilil RANELSd A _U — ___1 1NTQ EXISTING POURED CONCRETE OR CQN9JEJE-SLOI� CTUR -CIMS ��� CONVITTE A (III om=ur ON - CONCRETE ..C.QRS I SMIEUS, 0 IRRI 9) I (SEE SCNEDAJE OR t - CONCRETE ANCHORS SHIRM a noeTAGN 57 - - __ f 0, - �, .6 \ ��, , \ COCREPE A.01- - - I ­_ U (SEE W.UDELE OA- 1 . , I (MI 9CNEIXU ON . �,, 1 14) EXISTING PC I - i,4) � I 1, EXISTING POURED sHEM a lRAIDUCil �, - �, SI a � 9) -- - - 1. ) �� I - CONCRETE RZO%U. \ - I , - I �;i.l 4, 1__/` - oc". �, " , i , - � 7'" W­ -,� , - " -` W.- 'Q'V je _.t.;� ­� CONCRETE REOURED 4: __\ I � . .0- 7�71 . � � - � , - ..-", __; - , - - - -.,��,.';,� ,I It— - I e� Mt I .11 — a C -:-4- it -;- - ; I _X­­� =_===�11� �1_ , 1/4' 1 - �,� I I : I - r . I I ,� ,, .'r t.. Nl __ 1 1 1 . V4.. : I , -_ � I I i - - --- - - I E 0 i I � �s I : "I', -I S CleinAc -ED ,", a CONCRETE I , I - 4 "' I U, I I E. �, i : , 5T i - .� COSTING PDBRBD -EoI � I __42 11 - 4- 1 I ) _14) I ? � I Q - - I 1�1, CONCRETE PEOVIRED.1 , --' I "" �. I , , "'�, i . , � : q � : - R i ' t lz� N � I .,� 1,4�� Ll" . � � , 4-,n =" ; � ! � I 1 1 6 ��� 9 a��� � rVol, STUD 0 6 I - 14rus ; , , nyfto N, � : ,Z 'Ir ot - i I (D 8 -31,00 T�N I - f J - . I 1 ; = SOMOAX -1 �&=-r 1, : "DI j , - 0=1 I IFO W, 51, : � t , �1­ i � t 0119NI I I- I--,-,- A) = I i I.- - VNLAAU , C, I I A , 1- , * CLAM . ­,� -, .1; I I " I I u = -i __ - , - TO [ 1 � I � , 0, I H 11 � ; , � - - -_ I - I , _J ! Z I i I : � � UA01- 11 = --- � i I ; I I -1, , , " " I I I I ; ", - I '.' ; ; � ; I 6 , � � � I i _ - ; i f : I : 0) ! ! f � ! *_ ; , I I I . I I I I I I ; - § I I I 11 d - I - I -771 - l,�, �77 T � 7 7 ! � I ; i z,_,� --M".- '. I I -Z"r., i 7 � T 7 i � !`� " ­: . 1 ­11,7 - A i� i � � i i . - '. I I 1 1 1 " 44 J 1 1 "-%n j '61 1 '14 1 to� 1"AD - 3 � . Z, I '4� POURED E 0. a e i ..,, I 4� 1/2- - : ,�� I- - - I e - I - , VVER, STUD . EXISTING , 4 ED ,". DUSTING POURED E 1) , , _� ,,,� i I Al , - EXISINNG POURED I 1! L , 0 CON ROT ON I I , I OR ". I CONCRETE BLOCK , I I- 1; , 11 "I" OC I COOCIIII OR __ I - 4 : : ; _�_ I, Ip - __ - 1- I 11 - . CONCRETE BLOCK " I E"11" I I CONCRETE I � . I I . CONCRETI: BUD., - , REQUIRED -" I . :tl `�� I 11 I . O',, �, ! I _­1 - REQUIRED 6 11 . t�� � REQUIRED r� . �_ 1.6-1- 12" , __ - . : - - - ;i : I ", i.I/ - _6, j-1-- I � I _-�� ,1 1 - 6 , � �,_---,J i t ­� _ , . . , - � . � I I � �) __jI 16 6 1 . " .\ : , I � - � � �:. -41, "_ ,� . � -L�� -1 - I , i .­5�, V : . , , r�2 M TIM ,.-- L--."- TINS , 4,LY.L .6 , , I Exis . POURED I 11 -, I ­ - __ CONCRETE ,A. , . Y`_,1 _� � - , -1 - - - , L� *` F 1, � 'I'll . REQUIRED. � Via-) I )� , ,-,,� ":-V mris ODI '�,'� M � ,I- - CONCRETE MCHORS --E �1 , _ .'m CO.CREM MCNOM -4 M CONCRETE ANC11ft Va ] - EN.- r/HDRS __ __ t; #-I CO3P C1 � 'k _. OF (D �, (SEE SIENEDU1.1 09 SONGDERED ,, STUD _ (SEE: ScHrma OR ��- -- Xk. . rot oivc 5QWrKoE o,i (SEE SCHENJU 04 FHEM 6 IHROUDM 9) S.OETII a THROUCH 0) !IMEM 6 THR[AKGI, IL) SHEETS a `NROUC8 9) "I'll, *qmanm CiEll INIQ W%,; MOU111111ING M9011M ALTERN&U 13UILD OUT MOU14MOR SCALE ,1/8.1- SCALE 5/6I SCALE. 3/5-11 �' - , -- ­ _____­ i -I---,--- --- .., I I E,D. - EDOE OWANCE 4 - SNUT a - 1 , (SEE SCHEDULE ON M"o"Do' I r 4� 01 � R . SHEETS 8 At 9) , I e"i", A : 1 *0 r_ m_ I NOTE MB I - A, w, COMBINOQB_QE_JL��: -& .or , . 1 14 __ 6 I Cal, � I I I , ,2 ,/V ce TOP Zr" & BOTTOM MOUNnNGS CAN BE ;� g .... 411IM11"', COMBWED IN ANY WAY TO SUIT AMY i , 1 vo W ,0% IEB A. r/Z"`1,A,, , INSTALLATION. ..... T 1p ,.,� _!J �/;`I�, _L� . " " � j� Fiv I'- .. . - V_-s. 11� . 'Ve '---:? s, � .. - . FLORIDA BUILDING CODE (Mgh Velocity No cone Zone) EXISTING POURED �, ­� - .1 CONCRETE �3/4 ".. . __ - E'D - - - - i *.' I 7 '. S -W III .C. - REQUIRED. -, � 20 WE GALVANIZED STEEL STORM PANEL " E : * : E citiii� ip� fole-zin ., ME= . .*= SHEETS a IS ON - �s __O1 II OF, - , V - - - - ��, ' t- ... ��,.. �P!��_ - -, I I L I IE C 0 I Ni \ GLOBAL PROTECTION PRODUCTS, U.C. WE ,,,,f,;!�,P�; mg, CEILING AND F10OR IM011 _ - ) c Wh S.. 51 slim Y1LJT "OD'A"I & Wr. F, � * ��. � NEW =WFR1== SECTION 2A � C , -4-10 PACAL UOK)GAM-7645, F�'DRAJIWII­6757 20-176 , P � SCALE 3/lewl' 1 , I - Oii;�.t­ 1­00�_-­, I I - 1­1 DRAW ftt #RI ­0000719 �t RL _,Anav�loo;E '. = "icAl � I I - . , 7 F­ 4-- --- -P!� - - I . - . .. __!ML� - MODUCTYXALUATION-P&I��'i �. 3 6-MATERIAL CHARACTERISTI-C,S,AND,SPECIFICATIONSO , Shall be strictly in accordance with General Notes and Components indicated oil sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No-20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P,E.D.), drawing No. 20-176. 7. LIMITATIONS AND CONDITIONS OF USE; 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet I of 26, as well as General Notes It 1 thrul 4 and 1 1 thru 16, indicated on sheet 21 of`26 of Product Evaluation Document (P.E. D.), drawing No. 20-176 prepared by rilteco, Inc. and signed and sealed by Walter A. Tiflit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANEZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shal I only be installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteou, Inc. (Florida CA-0006719). "'poilliffIll" 0' ?, N T/4 4 '�'O '11Y, ,/ w, 00- - - .: I - -.../� % , " �p -,. gg,",,.\�,ENS , 4P .. , e ... . , z., � -1-1- X - -n . '-. % - �-7Z-7-- - ,.o 44167 * ­­­ I!, 7---- f =�,��- �f��, .-L=- lir_. . __ - * � ..."14 ..- " -, I - ";, , �� ".. , �� I .\t% Af "' , , R , �� �,' A; , * &;, &10K'�`Ll " NIAINNJIII,I�oo WATILL D��TILTECOAOMON RECORDS I P. E. REPORT-20 IGLOAAL PROTECTION PRODUCTS, LLC I20 GAGE GALVANIZED STEEL STORM P0I EIRM # 20-178 k REPORT# 2D4728.01 . /__V_� N. - / 0 [I LFECO iiiiiii TILLIT TESTING Ill ENGINEERING COMPANY WALTERA. TILLIT, a, RE. fflteQD@zLol.rom RRODUCT EVALUATION REPORT P,pr TAF-N, 44167 ,L�A. L,­ N�A.006?19 REPORT NO. � 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Pro Ju;t%_LLG 4800 S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. TIllit, Jr., P.E. (System ID # 1906) to the Global Protection Products, Ill Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business 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 the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT MIALUATION DOCUMENT (P.E.Ill Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 18 prepared byTilteco, Inc.; signed andsealled byWalterA. Tillit, Jr., P.E,; dated 0712712020, This drawing is an inte%#`,ftt�10,§Q,,IS Evaluation Report. , �k A, ItZ �, , -- X�,- , e 4 1�1, � . .... ­1 IN% � �,�ElW V .1..� 1 1611-- . --, - - - �.t I I- ___ - , - . * � ��_� - - . - . 167 ". 7-, " - :* _,Ii� * I .; � - . �, 1 ,in. STATE OF ,-�� , ,��-, - � . �', � _, . 6355 N.W, 36th Street, Suite 105, Miami, Florida 33166 - Photie: (305) 871-P*,�04X6�t' . ,iK-1531 ULAR !it LIFE SAFETY STORM PANE (SCALE 1/2=1-) - -, - - - - - , - ,--- ,.. - � ___ _ - - - - 15,1W (TOTAL WIDTH) -- � - I - . - I I - I ­.- - - - - ____ -- ­ - � is 196- "TDIAL WIDTH) - --- - - - : - ____ , - - ___ - � ,?.sw (OTMINE WIDTH) .- ­ .---------. I I I- ", __1. .__ 61/4, 1 - ­_­ ­_11__.___ � 1_________ ___,___c25o` . ___.- __ I I � . � , "-14po. -. r--T.N_1G'-_ -1.1601-1 1,300' I . ",�,�n , , e I � � � I 11� �, I " --113EiG­- �,�, Po3e, MIN. THICK --I'M - I T, - 1 : I � I � , , � � I I ��,, - . I I I - � - - - /,- - � 1 40� 1 �? I _____ 'A,� � ��,, 1, 1 __ ___ �q*_ - �� F "'K. _11A"�_ +_\ / � I �,*X , ::F�Z , 11�� 4, ',,� � N 7 , HL i 0� I - 40 % 2,657, / B.z.;om = -\ / M.-r-, , e /I , W , G-10 MV EW I , I ,C � f i:ii� , . I � 2. 11 . 4 11 G-60 GkV OCEEL-F I z000- 2iov;, V., ASTV 4_6S3 24.;, , TY.- z I / /48Ar \2Bf?. JHEMI olI - - HEMMED DETAIL A_� EDGE \` \ MADE SO WHIMU. - I E � 1-60 DALY, I , -I 'll, T.�IAIL DAG" !l :i5T.11 . \ 1 4a.6 I I '--'- --,------ [ _� \t_,_mz�/ __ _ _ .. - -, - . ___1 _____ I � I -1 _. ------ 1.3�0. - ') _, I �� " I � - - - ­6.25O­----- - - -1,350* (1) STQRM PAN 0 END STORM PANEL -1 --- 1-2,181- -_ I . - 3W , . �11 It In I I � I �i5o; ______ ­--- ____1 - 2.187,- ­, I , I I - -_20, qe_,zv� -_`I�� SARn s iI �_, ­_ I - Ra - - 114 W/ MEAAKETV EDm ,__ - i 1EW I., 00 2 � -i 7so > " � I I ,too' .25I 'I 25- S36A ,� - S =METED "M SERIES - , - - 01 I � - - I ss, Woo MIT= , 750'- , -le I , ALI 0 - I I __ I � , " 1 1 1 1 IQ ANCLE 0 To r, f lx_'�, ___ - RMIDYF '.. _' - 'L� k , I l 12Q 111' OIC I, I �,� I i I 1 /" :*�, %_ - , �, - , to-Ce, I COE. , I �"K, Z ", - �, . -1 --, .low- QR3� � L --i - , /1* O"i mw, 'S.G. ,�7 ". "'N75, . I . �� SOO I ��,,� .M3, Z 1� , I , - - -,, " . - �?93 - I . 1 2_125, - - � I sit / -, - --�� ­­,� . I 1 '939, v3s* 7 DETAIL 1 I it �, __ � __ .093 6 I- lt,s.i .250' -Z�_.Z�: 2 125' I , I I I T-19�jFRA-!J HELIUM I I � 1,�_ ��,�", , L_ t I . _- ,, - 'i I I- - R. a Iv7sl ,� I . :::=====, 4, 125, � i 1 I k )w , / I - L � -_ - I . � I_ I ­W� " � IJ - S�< - V U.. - " ­­ - - -1 ­­I'5QQ` - p I,Soo­­� , ,,, / 1 FIA I , :- DIUL A_ - 40 Ill YIEW 2,.O'F - - - 2,00a, - - ROUNDto CORNIER 0 ENDS OF PANEL'S 1120L ___ - C140 UP W/ I,ZED EDGE. rit'll (�) X-MAM *M!J:1&AM (�) ANGLE (9 AN911 WITH STUD @ ANQLE WIN (N.T S) k1fl, IMSERU-J= I '_ --I IAR�M I , SEE W, .374' i - = - f__J 1/14 it 2/14 ..34.' TIP lop EDGE GeV, �374 .on, - 750^ - T - -OF PANEL �188!1. �7 1 V�__, I ,;!to- 12 ,/.', 20 30. , -3'0' - .188 I i2s'-s-1- - I 1 ..­� I __ � ,--: - J , I . � _rTE,�. S. STUD "AFTED TO � ,/ 3,M� , , . aS,,. I I � ,.4(17'1 .,� .375, . __ a - ro - iI 0 12 I,r2- 0 C � - , f �, -( &EF.", 1 - ___ I 1. � --- I , . A i , I 'a 3. r- 1, 1, , �� - R, 671' - 3so- I / SOO I I 1 063- k 7 1.34 062' Ir" - "ok" f--J __ - I i */Is** Im MR I � - I- D23, ; 111, %. 1 015, ?go, � -STUD \ 3 f �ZRON AT ___ __ I .957, I I . , � I I k I i I - I � ---- -_ -_ - . EVEW MEL OVERLAP , - ". DES' � - __ � I � � .084, .rYP -,, ,625'. _-�' -- 2�006­-- __� .) @) ER _____� 7.000' - -.01I (j) 77 TRACK ANGLE (R 3,X *E: TRACK M FIAT FLAIED ­­-, � 0.0m, (Ml�) -1 -- OW f -, ­_ " ,�t1kh*"1#AT,,, GALVANIZED STEEL 314- � 1__ilo, Is- LOW " �- � -i 8, �D�L,-,, 0'��,;� !� I , .__ - 1-1 4 � - 2- ) ,, !k .,� -,!q,/^, l, ,tFNS"­-1fP`iA I I , " * � .. - ' I '111*0 I I - .,�01. TV* i - ; \/ .1 ' 1. ' I � "" � -­ a :- No, 44167 t I �­J L3_1s_ �/ Z " - 11-1--l-11, 4' - _,_r....il�', - * I * .,* i FLORIDA BUiLDING CODE ( Hurricane Zone) - . - _H!ph V,t,e4 � ._ __ L, � - __ - 06 '_! �_ My' 17OF"I'MMU. s '. STATE -Olt - _4z_ - - AcoN, TILTEDD, W FP 250, MA % ,�'A', 9 t I f,- - !-1675- __VLATFo 'W"M"Alul .1 20 GAGE GALVANIZED STEEL STORM PANEL I I ,�c . ORM In, . . III. _* ,P - . � lzm� S __ ,LOQQ­_ - * 11 - 11. � - - - � - , __�1/_"/"- .. RE&I __ It AT PANE A t --- �F­ - ­� GLOBAL PROTECTION PRODUCTS, LLC. AITE. notak' - A1,00 Xv. M STRUT ��.�. , ALTERNATIVELY, LaTE WAG Hin W/OuT i� 11 _�A_ 11 .1 ."M"I F�V"111641.-.Ie; 20-176J WONOUTHIC RASHER */.AGoIRot,AE. � ALUMINUM ANQ _ _ . 7/8-f 3/32- Wk%-HER (STAINLESS i 4 I -I � - ---1 !7h . ,I . . - PM SEA1J`tRGAIXTUAEJ - A : . I STEET M worm P.TM S,M). , - p .. :2: I __ INSIALLATIgN DETAILS FOR REGULAR PANELSnl, & 4A DO MAILS FOR thWALLOON IN POURED 990M INTO EXISTING POURED CON(�UTE_ OR 9OLCRETE BLOCK aTRUCTURES QXM mm QR �= "I ,/.-_R,AV,- � VAUD FOR WgU& LIFE �AM AW E7Z R" MN 9IM �M 7 IN OR P.0i"TE =01 CONCRETE = �., � , , IS I - I TE Puts OR or - � .!( "'rAg I Via sew .zi, , I - T� I SCHEDULE ON SHEET a k 9) SHI a T"ROUD, ., \ � � L, , I & I, V , I I I , I., - 1* - � . . )� - - � . , Mi.. ; -" -- 41 "* ; �,, - - I i r� - I __ I , ____T­_ - I i � - , �l �, I W_ I ---I " I -%) ­- , - I ", =9=1-=_ - :�� _=� __4 �._: . i ", I I I _"� - _" I I =K"O ­1 I � E,Pl �, '. 1 1 ! -E-4 - I 1 1.9", =___%, - , / . , I q> RVDURWD i "_ I : L ' - � ;R-9-­ - -, I— C, -0 I lc3i .;= � - , i� t � I ��t -.1 - I- D. �_��- : '. ��LI� �1'11 I I t A /7,1111" , I � I L--M.(I) I : _"_4 -�,_ �', I - - �_i 1 - _/ - A ­. ­� - - . I I I I J I . , -, ", I � i I I - "; I � EX I I � - 1­ ' r I , I � � �. - .., " �_ _:s I 1, N , �, , i I I 1�4i,.l gli"&_ - PIT � / - " , . - " :P I - -1 1--m - Noi,_ - - 6 wil ilg__ I G �MT,C -�,�" - , , , :�t-, ; I- (1) 6 CONCRETE BLOCK � I i . f'ii 1 -i- I, - 6 i i RECUM. , t - -'\-.,,r-' - - - = - I i k CAg*�PON) I I I TDAW, .-,-;!�, L.�,�z_._ I t - 1 ­ ­1_ /_ ,-, � - :1� - - I I - , " I I I I ;' " I �, I I QME 0 (PLAN) �, MAY I I SCALE 3/16�1- ( I Mi , I 4 �. _.;gr.U1J 0.14"D � WDUDOR�.r AV W-1 If . " lJF! ' OULSS I I 1 ,/1' ­' M e =1- - I I C. "' .; in -I - -1.142I " I I = IcIahhl 1 7-, w — w. Y., - -/I, � t I � I I �_,U,0P.UI t 19 M. AP �. �' Ill, I. i - WNUAAE i � ( TO �_PoW` cl, .1w, 9 — 1 - j) T-9, i FDA, - lVIWA,_ : � . To IRAIML I I N [ � - i I � 1.1- 6___ —,, , i 71tr 41%, I I I I ! 1. 1. - � . I .'/­,L� K I i ;9/X=W�p - I =­ - " I ", , �, , I ­/7 ____ ; ��'_--'�, . I ,Ym`Il,o I � R 77777"! . — . . �,�', I I ,--, -, � 1, ! *11111J*01. . ID-9 � 't -,!T_�-,::%- ! � I I :71, I �. I ;_ - f! - I . . ,..i�� - - - I 1-1 "I 11 =_;�:T14= , , — L�ffh: POURED E'O -,�, : I — ; I CONCRETE OR . .1 I . - - 4 C2 l t CASE C (PJAH) CONCRETE 9LOU - ED , r, REOUVILED I ,�, : I EXWING POURED SCALE 3/16-l' CAEZ&��) 1 M11i I , I CONCRETE OR : I � -_ - --- T CONCRM BLOCK I - ---------C,*�57---E�r- a, 7r,, ! I RrOUIRIED I/ _4 - - =M=7� ��11� I, I ��` I ...., jgolo - =- -, - - 1. I � 1�1 ` -,�/,-- NI a IF DO -�_ =- - =_ I 1. - �SF. ii= CALx-IN OR TE , ' " ill, i FEMWI IV, SEALKIE , , � - WA__ ,�� I'll _* - ,��','�,�� . "': � 'I'll ,,- .-, -, - - -=- 4CHORS I . , I , :'L' - J:1 , " colickm A40HORS - , ,�, , , , ,�, - _� C4) PLLS OR Of TAP-01" . ­ __ 11 -­ V�� ON (UE SITNEDEAT! M . � _____ - - - - - . - IDIOM a TH OUGH .; �, 9�� -, , �;-_ �,�re 4 , , S , " WAIA MOUN , I I - XING (Q-11111) BUILD Oil WOUNIIHO �.rm?(­ J �,, -�/ I -,`I - 11DAS ug!"w § _,_- . 41- _�7 ti�� i%T/1L-1Z , ,, 1 on4m witypo I A ,� , _,�_ &1==2. KlL,00""b"I _-'r a EXISTING * NEW r WIDE ,l vikPiEs . I/e, I ED. - 0 ' 4NOT PoUND, 0, - (a i , CASE � MCK A,LUM, TU13F OR I' A 1� - E-MAKI I- tl I - ___ EXISTING STUCCO/ P 7 WOOD PLATC SPACER If I I ,S I _ SCALE 3/16-1- 1 - WOOD O" I __1 I * , c Y�l I , I , J) \ I NEW I* WIDE � YARIES , 1/8' i N ��: ,_J//, I AiA�W TUBE OR V . VARIES ��_" - I /I P7 WOOD PLATE SPACER , -I- I TOP & BOTTOM MOUNTINGS CAN BE A� I I BEHIND TRACK �/ 6 __1 1� COMBINED IN ANY WAY TO SUIT ANY ME-YE08) x WNCTIM ANOMORS _� I �% I I I SCHEDULE ON 1;1 _ INSTALLATION. �J � L I fSEE ,7 1 1 . . I I , r sMErrs a lNoo" 9) C� . ,-,,�, � 'SACV. GPM I—- ­1 __ ti� �:. T/40',',%. - .�_ ��__ 1 L : S � I C+? H�l /� " A." I - . E161ING PODDED 1� �`­' Ek,­"-�:� FLORIDA BUILDING CODE (High Vilit-fly H 1cort. Zone), - ­ I" �,D.,,,,, *I i;', 1, , —mg ANCHORS — ___ Z, E=" 1 1�2- W� CC�ODNMRETE ro. '_,1 - I-Acm ,voH, 1. IF _* - . .Mo WRM = F� J ,=I , I DOLAN, . OI "A"I - : 20 GAGE GALVANIZED STEEL STORM PANEL 3 Mo., REOUI �� `RAI -, - . DRIAN, III - � x� 31�ft�=x =*� I - C- . S - I * �--_---�. � GLOBAL PROTECTION PRODUCTS, U.C. " - �B,�W.. ,',--A, *�__ �______ - ---------\ /2"I _0 / -TI—L R S tt OR, . - I-> REOWW" - � C m. � `,WD &W. 5 STREET ait"O QUAIL FOR a Tim OR 1, mffiw_� 0.'-� �ILUT YMNO Noto"Aw 89IM-PAICKS ADJACRa TO 4II01, ,1 "C' D,A) WE, FIL 333" ^ - n,ip`,'­�> - - - .� - - — � - M-�S. rA,` (RHAI ==9jQNPQQ_MA= - - ­­;:�:&, - I , - � PLO PH-1 � - CM — 20- I 76 - I - I - I - I MAINKc IW, "YURE�TTATC CA TO ._J v- '11117-'i"r, 'A. .L.N4W_ /9 IKALTER A� "'Of jl� P-E. '. - I'-'. M , L � -1:': 1111-;, ;WT _." - _____n 1 44167 - I .=LI, PRODUCTYVA11,UATION RE20RT NO, 29:A721M 2 Z2,,TEST REPORTS 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* 0814.04-011 dated O3111fO2 witnessed by William R. Mariner, P,E., Boriz Moroz, P,E, and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Larglaospada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated Novembet,23, 2010, signed and sealed by Julio E. Gonzalez, P.E, Tensile test report No. SCM-19S by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as perASTM E-8 and Tensile Test as per OC Metallurgical Report No. 1 OKM-11 318, dated December 1, 201 0 signed and sealed by Jerry Jaciofano, P.E, as per ASTM E-8. 2.3.8 CT L INPIPPINir. r.Al I . -.-..- On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 11604 of the Florida Building Code. Calculations prepared by Tillsoo, Inc., dated 12/1 8f1O and 08127/13 (for this revision), signed and sealed by Walter A T'illit, Jr., P.E. 1 MISSILE IMPACTRE"I TIAN , QM Large missis Impact under section 1609,11.2 of the Florida Building Code, as per SSTD 12-199 Standard and TAS 201. 4. WIND LOAD-S-RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 1 1, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11, 13 thrul 16 and 18 of 18, of Product Evaluation Document (P.E,D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous Storm shuritter assembly, as per SSTD 12-qg Standard. N0,011111111111tiI � A, Tit � %, ,,I%%, ;�.. " � ...... /;2% K . - � .0-)t�-` V\i3mq,4-�'%,�.�.,&, I I !�� _:� , - _7t__��_e7 I- . S - �_:�_______v *� -,--,.---- - i- , 6�44467 . = /= S _;�,/,Z_ 7/4t, * ; * . = "I � - 11 � / S , I - I 1, . .1 Z i . " I "I" "I "I "I "I ".-.�- "I "", I 14I)II1110%itt fREIIIIIII219VALUATI �LRXJ!QRTAQ__2fl­QU= � - 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thou 8, 12 thru 18 of18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3 6, 13, 14, 1 6, f6 and I 8 of 18, of Product Evaluation Document (P.E-D.), �.Ing No. 20-176. DAVATERIAL CHARACTERISTICS AND SPECIFICATIONS; ""3 Shall be strictl iW y in accordance with General Notes and Components Indicated on V1,44 sheet I and 2 of 1 8, of Product Evaluation Document (P,E.D.), drawling No. " 20-175. cz, Anchor specifications shall be as Indicated on sheet I of 1 8, of Product N Evaluation Document (P. E,D.), drawing No. 20-17& e 7-JJMITANT-19N 7.1 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. Till Jr., P,E, (Florida License No. 44167), President of'nfteoo. Inc. (Florids CA-0006719). , V - o - - � " -.1fl, 'It ,xr:e ., - _� ,J-'::k�_�` \UNI - - vr �- �l .. � - _-, � _1_.­_ - ' 7:'� . �,-UTV " 5_1�1:� - __ .& : - WATILL I � ---s . ' D:ITILTErD ADMON RECORDS �.P. E. REPORT.20 � GLQ1EAL P RO AF,�!N II GALVANIZED STEEL STORM PANEL , DRWG#20-175 k REPORT#20--.42 ��,,-- toRm '. I-,,- r�;� ......... ,--, 1 1/4, 2/4, 3/4, A/4, 5/5, 7/5. I IIII 2W/10, 3W/10. 4W/10, 6/5 5W/10, 6W/11 & 7W/11 I -J.' M10I - __.- I- RE SE SHM-15 01,41, 9, .- I - - - ___� WOl- I 1 MIN , root WOOD SEE SEenONS ON SHEETS 10 & I MIN, 1� r- � - - __ I - � 6 0 1 �' 0 6 --.---__J 1, 7- -, __ - IF _1 --,---"-.,-. ­­­1 I­­1 11­1 ­-, I ---- - ------------ 7 -"--If ------ I- _­_­_­1__.­ , - - - D�M_(�)�(�),' & __ ,-'-'---- I ___ � - , , , 1 4 I �V+ lf, , � I I , I I , i 1, " I � � I ­_ . I - I I I . I � i -1 ,__+__1._ __r__ : I I 1--r- 3 � t­� I _1 'T __ __7_____J 1 � ' I I i I— , � I I I 1 i ,4 +(�).(D-@� 60 1 ! I ! � I ,� , I , I , � 1 ! J ._) I I � 41 11 I � I I i ; . I I 1 , � ! I S ) ! i 1 I � 'y I i ! � ! 1 ! 1 � I I I I I � , i I i . � � I I I ! 1 � � , . i I I I I I I I i� I A � I � i I I i � � � ,� i : i i I � � � I I , � I � I I � � . I � I 1 I L . � �( ; 1 1 I A � i � I � I i I � I 1 ! ; I � i 1 ; I � i I ED I - J 7 - I 1 - -_ -- -_ -_ I L - _ - L _1 - � L'. - - �; - :, - ___ � I I I I I - I - -1 � � I � � - i ­ -- I I 6 .. 11 - - _r: I, [ I - - . I I , r -1 I I _1 __T --' ' -1 , ! ' i � '_ _1' 'T -I -r- I � , f I , I I . _� I I i J I � I. : � � ; I i ! I i i I ; I . . . . - �H ; _4 � I __r_____ I � � f 1 , I ! I T - I ! ' �! I ! � i i ! I t I � L -4 1 1 - - -� , - , , - -1 I ! __r � . � i I -Ir , I � I � , 1 . _ _ I i I I I ..w 1 1 1 -.41', I 140 - � � � ; I 1 - 1; -i I I : tg I ,I �! I _! -� I r 7 . I � 1 1 I I , I � i � 1 � � I I I . � � . i i 4 � I ! i I : - - �- J - I ! I - I � , � � i I r i I 1 I I I :1 : 1 i i � 4�j 1 1 1 � - - - - I � T__ -I r - I I � 1UNBOLILI) PANE : 1 : - ; 1 i 1 ! 1 i i BOLTED PANELS W/ 1/46 2 ;� -0. I � I IS 1 � � I E � � I I 1 � � I 1 i !SS. M.S. 9OLT W/ 7/8' . 3/32' ;1 i I(SEr SECTIONS AS � I I 1 ; . r I � I 1 1 I , i j . WINGNUTS 0 EA OVERLAP - i 5 1 , I I I 1 - APPLICABLE) � ; ; ! i i i 1 ; 1 (SEE SECTIONS AS APPLIII i 5 I ! � ; I I I . I 1 " � r � 1 � � ! � - 1 1 I I � � . , , � . I I - - 11 , - - - I --- ­ - I - I - ___L -___ r - L I. I I Ll I � i ,z � j__ 1 i- I : - IL - I I , , I -1 - r , "I -1 � - - r r - - __ - . - I � i -I- -i 11 11 -7'-' ' -'-I - -- �- " ' 1' ED I ! � � 1 f I 1 � f � i i s . I , , i 11 � � � I , I � � i I i I � � r : 1 I I i I � � I I 1 � � I , � I ! I i I i ! I 1 1 � � , I � ; � � , z � I 1 j 1 i . � i . i � i I I I � I t Z I T i I . � � � i � I . � � , 1 � � I 1 ! 1 1 � � r � i i I I I � I � ! � 4 � f I ! f ! � 1 I I ! I � a I , 1 , 1 � I I f i I , � f I I I , , 1 I t � , __ _ � _ I __! - 14, , - 1 � � I 1 , I-. ,I* l ! . i I � i i I D-M1-@,(&�)-_4_ I ­ I 'Ai - �! - �4 1 lot I - I 1. __ i 9 - A - I pi - lj�i _', W !1 i 4 , 1 1 , �i I �Q: iI47 , 4 I @.@ - & @ - �",!-- L r iAla MAX " MIN. - 1/4, 2/4� 3/4, 4/4. 5/5, 7/5, ___ ,3: MIN. - � 1w/10, 2VI 3W/10, 4W/10, 6/5 -, - 6w/1 I & 7W/It ____ _ _ - __ __- - ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS 0 & 9_ � - FOR WCOLD SEE SECTIONS ON SHEETS 10 & I I I REGULAR STORM P NELS Ll) A 9 ELEVATION "S. 2 67' 1/.' III- GAP (RAN. DMILAP I -1 11 VIHOLE VALLM i S-A ­,f � I " , F%`S T/ �� 2n � :A 4� F �, ,I " MAX, GAP f Sell III i! ....... ' ". ... L f-'N '. EN ', .- . \ FLORIDA BUILDINO CODE (High Velocity 14ur cone Zone)] � C& Al 1-1 . .1 '. 1E SaXIM, OUM. W 20 GAGE GALVANIZED STEEL STORM PANEL rP = : N � 44167 , t MAN W. : , = SECDON A -Af *1 * I— . * S - - ----- p------------\ , — z _-&- - / --*--- - 0/2d/vao N'T & Alt U--- - �_ __F1 LA—C Ill \ GLOBAL PROTECTION PRODMIS, LUC. DATE: V.o� .��-.. ..,A,-- 1 i C. " `RK0 EA. 5 STREET S,0,'- O R IT-.. I - IMRJUT m,,,_ q., M'. �,C_ . . - - - . . ___1 - "ONE, (WHols-FIX0, fXo: (WHIM-M, 20-176 , W � ..... `� � / ­_ - C-) --I., _. - o"D I - I DAtINK: III ...... H:_4 �, N ,_ —1 IT mtl — zm - :I:d 7 ,.B.O, , . .__ � , WAI � NUUT .., RE — I ,4 ,� I . - , !7r 0 ,,rl * H I 'U, � 1 IJIID 1 it _. PM I I "� - I I - INSIALLA1110N DETAIL5 FOR REGULAR.PA ELsill", & 4A INTQ EXISTING POURED CQII OR CONCRETE BLQQK 5IRUCTURE5 ANI POP CONCRETE SEE SCHEDULE ON !o4W 9 - - WED CONCRETE CONCRETE BLOCK . �9URJED CONCRETE - _P OR CONCRETE BLOCK � -- - =� I CA .C. ____ __ __ _.._ _ - � FOR WOO SEE SECTIONS ON SHEET 12 1 , 0 3 � U.. 2.97- 3, U-1 I REQUIRED CONCRETE ANCHORS, --- (SCE ScHEOLU ON : � SHEET 9) : � . I REI I— CDAKMET ANCHORS TSCE SCHEDULE ON SHM 91 I � REQUIRED � 0O.CRETE ANC. � : IsEE ScREQU ON S.M 8) - � � I. M,n, , I, W - - (MIN DARAP -.1 mod VALLEY, _1111.1k 1), 4 Jim Well - - __ CAL ! r-PrAtO wiI i . . . --- 4 _* F I 0 I I 0 1 ; 16 I I f I 1 ­ - - __ .1 I ; � I I - --.:: - T - � , , - - cfz�s � I . ____ I ____1r I �� I - ­T= Ill ­ I F40I i , � I I � I � I I . � �: I I , , - I I �-, - -- I : J I I I 1 I I . 4 � I , � I ! il "; 1 1 � - - - - - , I I � : i - - : ,� � I � I I I . I . . � � f , : � : �� " I I I 1�, I � , sox I � ! � : I : 1 I'' � I *L' � F�j I i I - I ". � I 3 : - -41 � " I � , E'D ,-, , I ,� � f I � � I'll, f3l I 1 � � , " I I ED - I 11 I __(J) ", � I I ; : � I . I � I � OF � I . I I , I i � I I � , - 1-1 I � ,,, I MAX _. I-- ,_ -1- --- ______ I _ - I ; � I I 1� --- " - I - -, : �,­ ,� ... i , 'N _­f---_­_­---- 4-- - - " -` - - ­ ------ - ­ - -7 -, �, - -, 11 - I i I � I I I I I 1��, I �`��, � � , I IT, � �, I . I I , � , I - -W­ ;WL7M' 4 ' I I I , i j, I ��i ; I I I I I . I .. I � � � v - - - 1 � a 11 , "All ",I I i � I I I - W.AAMOS AD � I I ia , - I =M � I � � I - SWAIA,KK lo , I - S-- 'r I � ,,11­7 1 ! . I il � I 7 � I � J ; , � lww,.&� : I I , �, � --� , , � , , � , ,4-1 1 1 11.111W 0 " � , �,,' �,i , , , * � � I 1 � 4 � 7 , , .� _ - . I I � I � � : , � # � � i : ��l � � � , � , , I al K I 4 - ;R 'o, o-W& jj7 1 . � � I 1 i ; 93i 1 II 0 � 1 2� � i i I 1 11 4.- I � � I I � t � I .- " , . I � I , �� Ti i � , I I , - . . 'I I I i - I � I � : �� I tl� . i I : 1 1 1 . � I I I I � I � I- � �.' §I? . R I ; "I !J :ve-"o- I I e . , 15.� 00115 W/ ,� I , !J I I . IV,;T11 - - � . ,*A .1L.1 [!7I � � I I � - - � 1/1 "'z*.,=./ � I " I j! I -1 I __ , � � I I 'J"41111111 1 1 0 .... - I , 11 i il�_:._ I il� , P I , l " � - ! W p WelD Mo 0 uck I 0 �- � , I - -, - 11 I - I I ' 50% � � , � � ,,,I � I � r 1 i I' t T Or 'L � I - i , I ; -1 , , I �i �- I 1 1 � I � � , .,- I 11 I , � I - I � I I . I '� . i "WrAto " a � � I -- , 19 , - - - - , , , . ­ - - , . ,� : . R. I � 1. I- � . ___ _____ - .. i:_ I- !010� � i - _ - - ; I - I - -,- __ - ­ � � 4� i � :1 . , � . � I 1 g . I I � I I I . � I L Ld I L � ; 1� el i � S I f tf i �s i � I � I i I I I . . ;1 � I I I � � , I � i I I ; I I : � = �_� . 50" =T"-1 � OP 'I, W� I I I =&� : 1 - � 14 wa wia S. ii... - 3" � W-­42 I' io,, x D.W.,@.@ . OF IL _ I "" �W, 77 77 ; � T F 7 : � : � MAX! � I I - - , t7 ­4r, - I (1) � ` 7t=77 7 or I., I, �, ,, MAX -_ - -_ ANCHORS FOR CONCRETE SEE SCHEDULE ON SX157 9 _ ,_ _ -, - I I � I � - � I I I - � I I I I 11; (I FOR WOW SEE SECTIDN$ ON SHEET i2 I I 7/r wr E-L -�, ' 4 r" 11 I I � �Z ' " ", 'i ,�,, ! , ,P, "', � - I ED -,,,-' , I ', (,J REQUILAR STOR Q ELEVATION M Wl� , - , , SRO a t2 � , � � , 1/2, Ol� I i ,-- A � I I I I I I I I � I 3,.tU'& /1 '. : I i I 9,1III ." , , - � ,,: Ro. � � 4�::� R. � I E/e ". GAP, - � 11 ___ J,____ J J , ;, � I I 1,67, I !� ; � L�m -� 1/4* � `,� ---- � --7-- . MI 1 _* I � I ',,�,�' 4 t/4'7� �V ��11/4'. SS. BOLA � . I MIX NUT / 18 , . /J� i a 12 1/2. ITO, : n I - - : ; "I" - - I ", i I CONCRETE AN"'Is - I I (WI cloco - "iCLE -hiEf) T___ (w -S�_�-------- ��7-o� �!A * D.I. - �'NDRETE ANCHORS STASCOM -1 I ; � I COW-RETE ANCHORS I - (SEE ScHiEDLEE ON 1, � (SEE SCHEDULE OW : S14CV 9) 1/4� MAX. Cle :3 Mo (SEE SCHEDULE ON "I'm " � SAIECT 0) ; "': " on I ,=k . SECTION A -A (TyVJ I of, __ _ =0 CONCRETE OR REJE BLOCK =K DECLARED SCALE 3132"- I' DILI X - "w4w REQUIRED REDURED MOOTING __ - M UNTING jmahw lb I,- 1-1- . ..... IWAM"am SCALE 3/8-1* 1 -4nom .5 TIOM 9 SCALE 318- I' -!!�.W.14", P, Tj4 % 1 :. el "", 1�,.­ ".. ,/ " . " \AElY %19 , " 'k FLORIDA SUILDtNG CODE (1411gh Velocity Hu cone Zone), I -_/��' ` a . No 441 67 . .. Al"No, NJECO. � �� 20 GAGE GALVANIZED STEEL STORM PANEL = 1.P ORAAW E.D. -t EDGE DISTANCE SEE SCHEDULE ON SHEET 9) AOTlL_tO&MM8WAnQN_Qf_sS,q=: I TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 1 er B I : =*. * �___ 1 /20/2AM, , -, 44=_­��-- --� GLOBAL PROTECTION PRODUCTS, LLC. "AARL - -*-r li� -1q% S di�' - - / COINIC. \ INSTALLATION. ____ __ ,� O." I Mil" � 'W71 _"*.^:e��.� o -.-: - IN .m SLW $1 MWUT igm TESTING * COME5550 OOMPAHT DWE, `I_ XX"l ____ X., - (�3684-75N, FAK; OLSOMS-6797 F" t" IK 1. Now ", �Jw IT-- . - Mt ­­ 20-176 ... , �,, �11N,I #4 .... ­....... -1.1 I I ... 4",',,,',,,wTw1Si-NUu"TK - I - � All, - I !n!tM__J - I voilit, A. ".. X.E - ac_0I �IX 1 41101 I � � � -A+- �--­-- -- 11 DAAAWO W - - - a _41I Q) (2) r_ (/) ­0 (L) _(10 > 0 (1) _i= -4l.- _II :3 -a L_ q) (L) L_ 0_ CL Clio = 0 -0 0 L_ 0- = — 0) _4_J 0 (1) a u) - Q) :E (3.) = -0 0 0 —0 -0 - = _a (5 0 = L_ CDL = = .0 _0 U_ 3: — M - Ln 0 -0 a) III M E " it+- 0 a) M > 2 . Cn M iIE'./W --?-,%- , r _La 10. .= — -N-0 M -I U) 0_ 0- .::t Ic __ CX Z CX r, ,Z* CIS cz III " `ft a:, VAW T_- ". -Nv ft Q. ra C 9ZI VA.. ,;4 111� Z -mt a . Cal ! Q� Z `cz to Q C: :-f 1W . I- C�, 4* M 4 ; C:) : _1*1 L .it Z Z W mi 7_41, "', 645-A, :3 C/) Q) C: CIO 0 L. L. Z3 LU �E < Z Z < _J 0- -4-0 Q) CD = U) M > 0 L_ 0- 0- < -F--j 0 =3 a 0 L_ 0- (1) U) M 00 ---F-,I F__ITT I! H, SHEET NO. SH 1 .0, - SO-4 �. � . I �S,Kn� �, - WALL AND FLOOR MOUNTING INSIALLATION FQ8 ml'UL lm_� me­tE. I " . . N , ----" I- 15. --.,- - SPLIT PANELS --r- _a` � � - - '.. t� :,I-- S�l OR " ____11 I \:� % � . I t- � 'T ,\ __ 4 11 �06D - coke" � � I ... _L_ J,/4 I - ,� KOUWW , . � � " ; i " �, , ,�_ i I - \ I ,.-' I r� ! W/cl - mn r X10 4 W,, !/__w__1!P q�' __ - __ - � .4, ��,=-�-­, rW.41,0_1 -, x [, , .t - I I I - c� I, ,­ 3-- �" , I III F_VmvM.0wloA � . ,�� ____6 I a m- .---�-, 'I , , , i, - P ..L. . C_ �� �"�, - - /_ WAUON I � -4 Al - I � I �,_ ­� 4 __ I _. I � I ;_ -, - , , -, - �.__pp� - __ __ - , � ; - ­ . - - - - - - "q-1- -- ­T­�T­l -,-I--,- "", I' 'T 1 � frIT L L- -T --,,' i " - , 11 � -1 ITr 1 111-1 I - - T T �' 17' j T - i - - - - . � --!,I - I � TF �', _ __ - " - - , ,----- _ I - I j I f , I I - � r r --r 1 , 2.." r, , I r, - 1. �1_7 E., Ir IF ApArAsur - ,-It I - I,,. , , . 1/2 _x MIN, ED _. ,q-_, I OM a. k1l , , �'i WR'. I TZ-F.-j "'o" 1 'Af I [ 1 1 1 1 I - 1 1 -, _____f_ ��_ - �_ - - ,X'� _­� �` m_ 1�1 ;g - 1 - I . � � I . I-O ­11, __ I- S V�'. i I .,4�z'. � ' -I - %N� . , ; �� I. , : I �_ - 'I ---------- = i .i I .0 0. m wm - : i .- -1 I --,-.I 14' i I - - -1 ,I.. W/ ft�/4 =--re. I ZM_ 1 - 4 0 1 .c T jj�, I ! i "Aa '-D* OR, `HNE, , iI ! OF 15st f. . "-;= Rx"A' -7- ! 4 I I , - , & 24 I I I . gpMn � 1i/ L, � I � � I " �, I I I I, I 6LJ! .P, - �OPSAM (ML �) I ,� . A ') . . 91 . � -, � 3, I .T,4" � eem I 1 ilil H 11 I 1 , I - 4 - 11 i I I I I 1 � .-, , 11 i I ! i __ - 1 I I i 1� I ! i f ! 1 1 r. _­ . * 5/w. rww - i- i I I I I I I I I f � ll - I . m. *t 2 I 1 1 I I I 1 ! 1 1 1 1 1 , I 4:fr i I I 1 1 1 - , WRL 14� 1 1 1 I , OOUONFP� OR - I 1 t - I I I -1 1, 11 - 1 11 1, I I I I - 1 - J-1 , n,ua, 0- tili - I - � - I I I 11 I I I -T- i I-- il -1 I r L-I I ­ , I—- . _f� � , 11 �! I I I I I I I A __7 1 . I " I- - 1, I i . I I I I I I 1 1 !I I I 1 J I F t�, WIM. �=, L I I -*-"' '1� , - i 01 Ile. Rmu w ,mMIm . RUT - r� .:.I1..&_r - � - (Im". A-) n- TOP . -) "ano , SCAIg 1/4--l. Dulk" MIUuJON SCHEDULE 0.1. MULLION REQUIRED M`� (FI) *_ TUBE MULUOR - -SPAN I �._,. 2' , 3' . 1/8' > 4,-6, 70 5*-V 2� � 4� . Ile' > S*_s' TO 6'_10' 2' , I` * 1��1.1'� t_ . ._ . _ - , 1. . . . > V-1w TO W-0, 2" . 6' . I Iff" * SPANS VV FOR tSb. OVMGN PRESSURE RATfNG � SS .G f�. 72 0 p..J� Up To � KIN, - Aqwum APSIE_V)fk�S t D _ _54AU,AX ORPENTto Wt� SCALE 3/8-11 - NOTE MULLION CAN ALSO BE INSTALLIZ /O STORM PANELS ON TOP OR BOTTOM SO TRAT IT ts WE: AT lop OR wrrom OF OPENING CONE OAMI� OPENING W/ P48E TOP & BOTTOM) ,,.,�� � , . . - ; t I __ ; z E I - -, , , , I '' * , I 11 ­r_�-T­i--F41;:,��-� ,-, '. 1 , - � I '1> ____1 . 1 1 ! I I I �T� �.=_.!;!��, ,_ r 71, 1 - I I i I I , " , , , , - .�_a - 1 1 1 ,� � I � .. I' R, i � I , i �, 1 6 m. -1 -� �.- 1 --I , �_H, - I I L �11, 11 - I " . w1.1Q1Mkr � IJ �___L. 1, 1- 11 -_ I � - - . ., �_ , I I , , - -,4-r - , ; I F, ,�I- I � i I FITI-1-Tr I I � I . IIIH i " [ I 1 1 j I 1 1 11 I I I I I 1 1 1 1 i I I I � v___ i 1 1 1 1 I i I i I I t i i 1 p � 1 1 , 1 1 I 1 1 � -3--�:= , ". - I I . " - _ ; I I i L i I --�F i I I ) i � U, i I 1 � I 1 1 ! I I I I 1 I 1 I 1 1 'J�z,- ! � -1 - �� I I ! 1 1 ! i I - I - j I i I I i 1 1 1 I I 1 't . I ­ i [ I I I ; i I I'l I I I 1, " 4 1, I j if I � � ; :1� A - � ,I 1 � , - `,�; 't --I! I � ,��,�' , I ; I 1-1 I �,�� , - __ � .1 It. '. , � - . - 1: .%_ - - - 2 ,� 0 1 . - 1, el I] _3 2EQBQm__X__y 5PLIT SIDEM ?MEL ELEVATION SCALE 1/4--i- ?,-.%=In SCQ-- ,/8'.", INSTALLATION DETAILS FOR REGULAR PANELaJLA-�Uj INTO EXISTING WOOD STRU91UMS 11�._ IK- . I - � - =' I -I ----+- - - - I __­__"�_ ----4--, -- L ' �= + 1. , I I - A� _� -1 f­ '. - ��_ - - . I - -1 - ,t) �___,`_ , - I , ,_ - . I I ,-. - -_ ---. v. . I .. ./ ..= - I '34 � - ­i t-- - __ I - r / 111i��V= -X%Xo ---T,-- ----,-- ­11 I - - I � ,/" - - . v 0� .1 , V/ - - ,� ! -,--- I - II M.f 4 - o , -� - ,� -=4 � I ,, - / -.J`=.- I I , / _fAr, ,w �, / * - � I I - - k .__� I , / r'l. r 0 2 - . , I - f -- __ � = � � in � L I 7 � - 11, , 1 , �� �* � �� 1 1 1. . U`Fm - . � ____ - __ ,-,-- ;;�4 1 � r, */41 , $ 1 � IF �i , I r I I �_� n - ...ML ­4 , ocr � - I . :�: - - -1 � ___ I I I I I -_ . � �,l -I , =.-c-., - ­1 - . 11 ­1 . w". � I � � '2� � , - "', I IL i : I : I ,�Ajll 1 1 ie __._ I . W - ­_ I 1 I 1 - � / I hnwm I . . 'Ir .� - �_­ . � P 1 3 -1 -L , , �md - ;9,= I � _ 4- I - � �._ _rri - @4 i xm- � i ; 0 I - I -- I -y-D 9 wr�u_­gi_ ; - i - ___01 ; I MEtO-LL 11 - I ­4 I I � -1 ­1111 i Ii . I , I 9 i - __� � I I - I I "� i I i �_ r, - - -t Al *`� � 10 � 9 - - I I A- _tP­ - A - - _.MKU. - __ - I - I - Wu.!_� , I- - I I ; I - 1. - r w� = - I I I -,�D i WALL . I I � , i I I 1 , I I I I � 4 I MOUNJI INSTALLATION --ALMRSAME-AW ,� I - I I im; *e m. I ;� ; ;I I =. ;� . SME 1/4' - I' ....; -,. j ava'-n, ,­-­_ ,� _� !� __� L! , I -1 j , --- � �i -,@ - I - -1 I � - �_ - - � 1� I - I I i - , I 9- �& - - _\ @,F_� � i - , I In � I a," It 17'.. -I.... - , I . - �N , - 11 r==== I -, - - I BUILD -OUT MOUNTING - ".I- A--. - -, L___ - r____� I I , __: INSTALLMON - ALTERNAINE JW I " vl_�� 1Z.- t,_ - . - -.1- � - . AT2 ol.'"; � --:: ____� 5- , - ..... . i SCALE: 1/4* - I* I - A , . F.q CEILING A FLOOR MOUNTING UNTIN WALL MOUHUNG INSTALLATION - A INSTALLATIONS - ALTERNATIVE (SECTION AT TOP IS UNITED TO +55.5-67.0 MAX. SCALE: 1/4' - I' INUAUATION - ALTERNATIVE ALS-0. DESIGN PRESSURE RAIING) SCAUC,- 1/4� - I* SCALE; 1/4' - I- _�11_ . "A"91- - 1 __,`�� -.1p.- - I i - I , r �6% - - 1 iL 1 ,rw- - , i.w A3 . ? At._L, /-7. - - �� t-,t __ , -- -t - � ��,' ,:I- f - �,* - 3'=­ [1 =_ NOT � '0140"IT0411, INEL�U&1014 - S=QN 4 SCAM- I/t* - I* 1, INSTA"'TIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS PANEL'S '11*1�Y�n:..!�p,% '/� , " '. `%If A�-`�CE , -72�0 pS I. AND UP TO +55 5. LENGTH 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD UP TO 8'-S' MEMBERS TO BE SOUTHERN �_ � , I FLORIDA BUILDING CODE (HIgh Velocity Hu 'Oone Zone) PINE NO. 2. W/ SPECIFIC: DENSITY OF 0,55 OR EQUAL �F : ' � No. 4167 '* z .2020 PITE011 - I.P. 20 GAGE GALVANIZED STEEL STORM PANEL _1 ­­ ­ _ = . = I E = * :. (�_D'Ua__��_ DIUWA 6177 or/u/m. sQm_mR_QQm9mnw_QL__$ECTj2N1: 1 ­o�, ST OF -2_,`c!Z i ­-:' '_- "I 11LIEM..'\ GLOBAL PROTECTION PRODUCTS, LI.C. 01M. TOP & BOTTOM MOUNTINCS CAN BE ,--0'0,% At Rio, .,� -� " - 7 -�, _�� / _ mm AM 5, STREET lx�w TOM"d a MIr1-_ffA&_ mvm "I 3-'. K.Z�"14 20-176 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ,,W--- ", " ,f�.6 * -_­�01,'V' / _ .. ANA .,. . �, (ILM)MUL-711W w, fs�)tRv-sm - Ow-1- ­oRq__­ -o.o6714 D"AUAC "� ` - -`-/�/om !Wf�7 �` , __-­,,,?-,-,,;,-,�-.�Ar- - M,iF,,oc,2A I I - I �ErE ANCHORS CONCRETE &MCFM fOR CONCRETE ANCHORS SU SCIEDULF ON SHM 44; (SEE sc,foxxf ON - (SEE SCIIEWLE ON--\ �,�", WOW SCREW Sa ON SHOEI Is '... SASS, 11) _31- m W M7 m 1, 2 SHEET 14) \ - : ,­. T +,A 2/4� 2A/4� 3/4 UP 4/4 2 Ac 1w/15 ,, &3 IW/15 . 1'� : tf�-, - _�_ __J' low-mo coNCRETE .�z __j I I I +t _ I =,, 1-�� mo, j.25o" "mN 1,__� �soo" . . I � t , I AII, - - ,_ . . I , . -1 ,", f�� I __i1­z_*_­___ _ � - � 4-4-M Ir . -, __ I POURED C NCRETE I ,�" ____17_1__1 -1 \ 4411 11 I , % �' t1ff I P, 11 REQUIREL . , I �MC4+41 1\ 2 �-, I .::4 I 1, ,,�, I p R I \ I h 1, i I I I i I I ,- I, � I � M, I I 11 I q- ,�"N� � ��- i i I 1-1- I I i , I � � H-N � I ,� �' � j__ _1 i_ , . - - , - � _ �, ��L:­ _ � - i- I - , , " � __ ­,", ,- 4 1 .­ - - I T- I - .. -_ T, .1 ------ ... ! .. "I I , I (t, 7 � I 11 - i 14 t-su scgot.f om - J-� M;,mu oN� m t I I � � H_ ­ 1-1 TTJ T I I . I I AD PANEL) I ___ -M I PURGJ waum PARIT) FOR t,;;w."oN m11rs4iRAPa,, i I R �_ T i � . I I I ; 1 " I A. D GLASS I 11 --i- - - j,_ I ; - _.1F1 - i I _. - - I . gm/1 EvERv A - - , , _r 4__ _ , - 1­4�, - 5 I � i ! a. 111,1' - __ -------I%.- � I ,,---Tg- --- "-- -, ,jj; , iT EV'D4, I I ; 1 I - I - SPUD * 12 ,/z- ac i , ---'v I -.1 - I . , t , 77- . I i !'I ]�111 � ! I I � j�. z _�'/T'�11,/ 7_�Elq% 5/s- m. (CAME o �4 1 � � � I / i t'e- W/- T i ; 11 I lie, - It ,� I ., I f - I I I ­J I ,; I , 37 � (CASE � ,7,E,E?%.c " . . - - i , - I , 1-1 i- I , - i, i- il i� i 1 '.) . - 'L -1 - . 0 I ISEE of' 2/I4") I � � v . �­, I I - . - r - �� . 11 -1-T - � ­11 - -I Ls� GET I/ , - R � I I " 1 - 'IN 1 4� ! � ) t 1 1 I I "H, I 1 � I I � " , 1 . , (ALRJmIE 1 1 1 I � � (';.'D`=!1'11 1 1 � I I , I I . W, i \ ­4 - 77-71' � � ' I . i I & 2/1.) I 1 � I - I " , - - 11 - - 1I _p, T" rz. �-o I m I I I . 6�1�.! ON I I 1 (ALTum7 LOCATION ,,� 1 i ! j1AT I 0 1AMRs) (T 1 i I I i 11 I I j I I 'a DmnLs � �[ I i i I P.c..'jT' � ql� I I - I ,,� i I 4 I !I I I I I f I I 11 I � I I I . ; OR dONCRETTI , i . I I L'm . .1, � . I I I rr -1 --tt � I I I . I I mom WAUL " REQUIRED "; I i I . �, � 1, - I t i I � - ­1401WIA-2A 2A/A. 3/4 OR 4/4 . ;I , � & 1w/15 I :', � +1 24 W/1 .1 � i - � - __:,/� - I , t I i LQCAGOPL ' � i I ALTERNATE "-, � I .� ON LIFE SAFETY PANEL � 1 / . I � AREA WING LIFE SAFM LOCATION (SEE NOTE IBELOW) , OF UF E 1_� / , ; -1 I.. REGULAR PANELS I L.4z�� ___j *-22L- - - - ­ -- WPANERLS - -, -_ SAFETY PANIFf WIO RECULQ? TRACXS (SEE . N I" L111111.11-11...I.TJ - ­1 - - . - �:"� , - �,_, 8ELCZ I . .R. .. Y -,, --­� 77 '11,11". -.,­_­.­ , '_ "'4", , " 1, ,�-_�',,',�,A LAST PANEL . "'IsT&LED AS , ,�.,,��>� , , ,,_:,�, _ , - ; , '�11 - . (SEE scmeb.x ON �i , , . 1. Sqj $ rE a LEE sulm PANEL oKN,W hAU. "' __1 AL ALWAYS EAR HANDLE sHu7!,) 1) . .. ALL - OPTION M , cohom�) 70 FACkSEOPTSIToZAIT01MR T NPENDED C-, kwum AS JA To BE: INSTALLED OR REUGVw mom IwwjF CDKRETIE ANc�uj -I'- j PANE t'L& L OF STRUCIVRE (MEE SCHEDULE "E' ­'O ELEMAITION WALL MOUNTINgi 1851ALLATIO WALL NO E1J;01R`M)QUN1IN4G INSTALLA110 SCALE 3/32--1 - =_$f&TIQN_j SCALE 3/8- = I- - SECTION SCALE: 3/8' - I* u- GAP 00-� 11� IR, ­- - -r � i GAP �, ,I,-[/,. - - - --- VTm_0NL_0a -%6v-ll--!�M4-PAN,-l-,3L5v-m-tNsl&�� V-\"Z--\ *1 , I I I �, 4", `_4�i�l I UFEASA,E�TY STOW PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) 01-1, IA- - _Z_�, OR S A14 INTERIOR PANELIRCANY PANEL L=IIC)NI IN BETWEEN END PANELS) a A, .rmm PAKLS, 8 r UEE SAFETY PANELS MAY ., MAY NOT BE INSTALLED AWACENT TO REGUI-0 PANELS � wm ') T 15:1w1ow (W/ DR W/O REGULAR TRACKS.) SEE NOR 1) Z LIFE AN SECTION ST7 P EL CONISPSIS OF 0.039' CWVAN12ED STEU_ STORM PANEL AS .3-18 PER NENT , SHEET 2 0 DRAWING, SCALE 1/32--i- THIS EAWNPELo AL oWS ITSELF To 3FE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE JL LIFE SAFETY PAN "',%ollk HIN, ... ii, BE COWPONIEM4YAS ,xo T1 I I REQUIRES TOP TRACK TG BE COMPONENT (D A SOTTOM TRACK To ;;� P, - It N, 2 OF TMIS DRAWING, .�Q _ COMPONENT WALL OR FLOOR MOUNTED FO LOWING SECTIONS I 4: ,,,, N - 8E%n -� � ... * '­-t� ,. ' - - -% 2 ON THIS ET, AS WELL 1 2 ON SHE & SHEET I A' DETAIL'S 4. .ti� _.--,,\rjENSe .. \ . 1. �� 1 4:� 4- 4 � LENGTH FOR COMPONENT 151, __ � � ------FLORIDA BUILDING CODE (High Velocity Hu [come Zone) 4' S - ., - No. � Mox, AWHOR SPAC114G FOR CO12 ENT (IDANCHORAGE Af BOTTOM M GIVEN ON z . ."m mlTm. W_ N F P. SCHEDULES 6& 1 SH 14, = 1. * ; 2 20 GAGE GALVANIZED STEEL STORM PANEL ofbw It, 'APETRUIANEW * *.. ! I F_ ,'cc - CGMIIPOWNT MAY BE OR RDADVAIRT s , 0E I A , I 07/25/10" s-, I GLOBAL PROTECTION PRODUCTS, LLC. 5 SEE DETAILS FOR INSTALLATION fNTD WOOD FRAME BUILDINGS ON SHR7 15 - .. ovtz . tz' z ­___ I / \ � 10" , IILIECOtw A-. .- `600 S*. 11 STFLET LCUA \ ­c III 6 SEE SHM 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE iNSTALLA"N OF I OULIT TESONO * I-AIVEJONG Xal. 20-176 -.1 - - -L_ 1. � ClSt)w-n�� I.; (9�)m-en? I, * =!11.11 oj. SPACERS AT TRACKS IW,AUXD ADJACENT AND BEYOND TO I - �,. I - - , - - 1. STUCCo/W000 BARDS It up,mmAc . Ck-000611. ­i - Imiml- - I- P'L %N,vo*Anw.�xE I __4�_ WFUT `� Of n . u� A .A - I __+__i�i 111. - . , vkm.A. Pun' . e E ___1 2z - L. ___1 . I - - ,___I I I - MINEIN LENQ1H "L! 2QUEDULE NkIM fUAY FOR PAN114"b krIA SIInAIIAT1OtK A� PFIt �­ I - In nU - A A � Ai MAW,Q A.SD, DEM01(1,1SLT IF W, PA I � �1104 I PAW i5a CON'w" ' M015 &9=1.1.16 W M fmom TO SECTogs OF no 7 .55AL -12.0 - - .."s, -ItT ____ ?,-tr OR uss ____ - I i��_ fF�- . = �7 1 2 1/4' ____-"- 2 �','. - -:[�� u9sant, ___ i- LROOLUO __ 1 IMU75 & 7 -, :7f�: _ , , , A ; 7: ; , A _ - '] -,".O� _71.0 �.,_ . , " , = , F- r . 6 I +aA, -4&O " 12'� OR LESS I 1 3 1/2' 1 * 9VD,j,W,%rN ___ .--- S� 0 , 10 ,..,. WLIED *1 1/4'­26II'SS aS A "KULIT AT MOW * "Urg" M FAKL muo opty FOR PANELsCi'�& Q iNSrAuATm*s As PER suannus I �Ru 7� ON � & & si MAXIMUM k"I, - - "WAM NACAORS SPACM FOR ED, , 3 1/2' - � ==Xf 7 � 1 - ..;;-- CF DP -GRIP ckw� - FANEUQ(TE FOPIE V ,- PAKOUnt KLIS MS. PAMURE FWWWTPU. I'll OF TRIM MAkNILM PANEL I LENOIR J,� CIL) Lo 4*mcerx , - , CONCRETE - --I I. co�___ _w mmwm To m.mm 1 =46 .- To T____ TW = - 1 BLOM BLFC� i _i­0 __���___ I 1/1 , I ,,j� F- 1 .A ,,� ,I ,0 . , , flop) . - I 0, ___ . i I- MIA R/A - - -T-- w - W -, -1- -e I . 6 . , I Ir , "earw . . ! 1 - __L_�_!/�. v ' ______�__ _ _ I MIA ­ � _ __�!(j�A __ -_ - 4,1A _____ - MIA I NIA - - -1 0, -_ I- . - M/A _ It/* - - - . '-t NIA 5* NVA ___ ___ ___ .- I - . 5' 1 N/A ___t­N­1(w__ i 2 CTOCA ____________4 2 (samm 1 __ __ __ i Ims _12D , 1 )41A ,/, " ,,,, 6' R/A 6, 3 A . flop) i 71-Y OR Lrss . M, " - Or 1 S� ___ N/A - - - _�� K/A -_ 1 6' - 1 6- � I - IF ;:-- -----7-- 6- � C - I - � (ounom) I .- IL, I MIA - 1 K/A I/A 1 w i N/A '. - MIA . � - 5 f N/A _ -i -, nop) I __4___ I' i . ­ .�IA __ __-- -_ ­ ' ____t__;__F­ 1 __�7_ fl� - v, ,,, ____4_ .r I " I .- - - - � �11_� .� - " _L!_=_ I . 111. , e ,/, I 17* � F 5 (T-/--) L ------- i SEE 94EEM 10 & I! PON AWPI TIIPE & SPACIN9 FOR AISTALLAT� WPO WOW FRAME &kDM MUM" ANCHOR SPAONOS AND MWOM CODE *WAMCE ART MCATED ON TWS SOCOULE PIA EO LESS TIAN INWATC) ON SoItEDULE REDUCE W-tION SRArM In MIAOIT,YNO SPROND SIXINN QR SGISGUIC BY THE FOLLOONK; PACIVIRS MR THS, OPERATION 10 K POSSOLE 14DUCIED SPAORO WIRSM tM40 FACTOP , = NE LM TIU4 MWNVM SPACING INOXATEV FOR FACLL ARCOOF TIPE AT ANt�ft ixsva� - - I !?�� 1 Il�� Ile" 1/4'. P/ro I il-e!_ ANOKA Tom -, � - - , - - , � --- I L� .24 __ o"_ I - I - - A� sveam p,) 3 s � 3 ­12 3 I - - (--) 3 3 - , � I 1 ,,, I.=- _i� , - , __�__ ___ __ , ,/� ­ z I ___ . , 'r. AMA I&A ow womm Fw" , vv ­­_ m - 4$ ­____� - - , ­­_... - ... I - ­ii;­ ____ . ��. - - - - �. ­­­_ '_ ;d� -, I ­ - t J_­ - - - ki � I 4 -_ - _­4i I ,� . - . ­_ 1/4* I a - LORD MASS &MING W� INSTALLATION DEIA10 FOR REGULAR PANEUiJ, & A I/4--2OV`S`S M,&, 0 e T/e 04, FOR ----4--7 6 PAROL UEwRG UP TO v-T AND 6 1/4- Oc- MR LEX� UP 70 C-8, M. OR il.- ItATQ EXISTIN9 WOOD SIRU9JUM - I _� ., - � r -­ r .:� I " '410 PANEWANTE FEMALE V 09 PANELMATE A , �"rTo O.'CL WITH 1 1/2' U� THREAGED To HEADER FOR ALL LFXCTNS UP . - � - - i I , 11 I I __ I I - � I I F I - , �, I - 3 ; I I , � - , - I �, r-m IF-ar NR , I'll , - ,� _�/.-. ,Aa sugs 0 6- .,5,%. I . i � � I � � 1;1 � . t 1 - -,- . I I I TO Dww. "Go mov, . � � I , � I I � I 'i -, ., � I I i I 1 I I q! � � � I I I � � . � , ,� , -,� , � � d r I , ,� .1 ,v , , , �14 , -,-. ��'j _,�rl' �,� n­ ' I - I � _1 � Pei_ I I i ; � � � I ;1 � i" , \ , I . � 1 4, Ii! , - - I MIT, 6-e i�T- - ,-,, � 0 1 - ­� "7 � . : r. � . I � I 4 ; I I I - - I I � i � 3 it -_ _____ - I I ki ---�__3_ -,I 11 , I ib�� 4i`� I - I , "' I. _ - - � - � ' _'­ Eai , _ �, j! - jb�,,�` I FQ� - - I - -1 .1 - - A r . I ) - w,m L , I -OW4.0 i I I i - � ----o) , I I 5 ; ; 1 � I . e0OQ .vMXR -1 i I � 'K� , I I i I 1 muo K�m � I i I � Acco WAM 7 � i 1 I E --- C, ) v _�, -4- L--,-- 11 4L j 9 i I T i � 4 "RNATIVE 12t ALTERMBVE 2W * I - -- � -----T, -1 1 ____L11 _j 4 SCALE A/8-1� SCALE 3/8.1 I � L I i ____ - _,�_ � �.. _rk- r -I*- I a SEE ScPdDULr � ON SHEET a FOR - I ; I �, - I SEEFSC - ORKEDULE OA SHOET 8 _ I - SEPARA1, I TO OLASIL - I i 9 apl; 1� � i � I 7 T SEPARATION ; ; TO GLISS � i � � " .'- I 12 , .� I He &E��__ . - I I - E Of I I . 7 n:777� 11 i - i I , I _j I . .1 I 1-1 1, 0 EQ I n-zr-- � ED, - I- - � �__ I I I I - i -4 V� : ; I � - U__�T_ MkAi --- I �. Ej - 11�_ 09 , I , w " - I - � 1, - a f , FO , -, _,�" r. I - 1-1 ED . I _ EQ: !iij - 1� 1/2- I i I owz� . I I - , I I I I I -1 � i , , '� \ __ - ,i EQ;, 1, 11. : 11 - j I - -�: " L L 11 !�, ,�, 1 I � P,AR, � I" 1. 14cm.. .1 � I � I- 1/4 I'D - 518* ,0.10 DIMSS mr"No W/ 1/4,.-204, sx, M4, 0 4 I/.- ,c x� I �, " 1 �M F I I I , : WOOD IAXW I � � mumm , ��, I U__"�___I" FOR PANEL LENOTTIS UP TO 5'-D� AND 6 t , i 11 ­(�) -L Ile .XN, MR LDNTP� UP TO W-W W., OR I- 0 P"'LUAT" "I'LE 0 OR . I li� -i I , ; PANEL MATE Rum 9 12 1/2- 0. C WITH , '�= PREN)ED PDRWATION At W Of CM -TWO WOOD PLATE IN 1/.1. LAG SCREWS . 6 � , --- , '12- - T-o ,�� ] '.� 1 2- - ALATE I . � or `U`Tr. ALTERNATLVE 3W SCALE 3/8-1" ALTERMBVE 4W SCALE 318.1- - - � LOWTHS UP To W-e U­ ��j "�Qvdo � ] i ; , !,I � DIRE0 MQUO GJVNW LATION "a__2u1_ . ,,i � , i�L - IN', �LLATIQN I ft� 119m - -A I ONS NOTE ; SHUTTER TRACKS 607 SHOWN FOR CLARDY ALIERNATI _ SCALE 3/8- I' U Aj L1115 TERNATIVE 7W y Zi --CA-- ,�fe. I' NOTES I V,"vot'"! I s , No"', 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.0 DESIGN LOADS ,,,<j,�I`1.,',!q/)-;,.% , - , , '? 11, Nsj ..." UP 70 +55.5, -7ZO PSF AND PANEL'S LENIGTH UP TO 8'-B' ��,,- v !,� ,g-� 't . , � FLORIDA BUILDING CODE �Hlqh Velocity Hu cone Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE -SOUTHERN Z : J6 I. s .tO7O mrzo, - ___ - -1 IF. PINE NO, 2, W/ SPECIFIC - DENSITY OF 0.55 OR EQUAL = : . = NO � = . .*= . 20 GAGE GALVANIZED STEEL STORM PANEL IIMU� w I . = : 1 * -, O� C� �._� _� � . . - � I ST . - - , _> - ­ _ __ 's"No"�. / 11LIECOINIC , \ GLOBAL PROTECTION PRODUCTS, LLC, - ./a/sIno - "wmlll TOP A, BOTTOM MOUNTINGS CAN BE COMBINED IN WAY TO SUIT ANY pt vko,F- I "I e, " ly 'iti ,_ " ,f .. 400D &W, 5, grma:P Tuff TESTING A rZKORING "r"y NVC n_ �v. M_JNA�_ ,.,- - AIONE� (W)00-15,6, '"! (%&,Rwm�m " ­_ F. ___ � 2D-176 ANY INSTALLATION. - I - 'In jow0ly-L WL/,tGF_u­_,nA,E - , (-I ­­ � C.q " I - WAL .., _4 - - I _­� ' I ;�_ I 1 I I I I � I - - - - - � Dp� �. SHOO 11 Of, N . I I t (83 -1 (_1N (,__�_ LOCATION il - . 11 (��h ALFERNA` - 5- - _11,_0 1/2' - � ,.--AT DPANEL - . I zi.� ��_ , I- i �_T STUDS 0 Evm, I I OVERLAP I i 91 Til - , 0 7- � I I " Rz�) �, I 1 1 , I - 11 I . "IT, . - - ""' SEE SEE I � ��:OMIOR PANEL � END PANEL I _ _ 3. _ SCHEDULE p SCHROULE #1 1 (9­7 FOR M­ --FOR M.. -3, - OR DIRECT MOUNT ANCHOR ANCHOR sptcltr SPACING - 1 1,-3, wi� -1 - DETAIL I . WALL MOUNTING - LE 11 SCALL- 3116- - I - MAXIMUM A.M. QUIGN PRE55LIBE RATINO (p.s.f.) AND CQUE5PONDING MAXIMUM ANQHO - AT (A' , FOR INUALLAINS INIQ CONGRETEJ Xx W=WLE " --aL&-h�U-MWXLC-IWMVA-NLA-5UMCXLS-,D--- I _1,'2:_Z I I I I , �!. � - T . - - I! i - I _4_� I I I I ______ i I - - - - � ! � i -; I- _11, I -- - I i- i - _,_ , _ I I I I I - - 1 t I I I . I � - il 19 I I 0 I N I I I I I �, 1 ,I , I (-I--"- I ALTERNATE STUVS a : I" Z' �7,2 TO ,I. 77 5,16' M., Cc4sc .) if :r mt,, - �j � � I , I- I I AT E LOCATION No PANEL 0 I ! I I I _1 I- - I I � I I i A- . �� 11" ___ 11 I , - , - I _ li- i - ----. I --I I I I i I � 0 ! - -_ I ---I . I .- I I , � I . I I I 1 I 1 1 � ; 1 , � 1 I � - - +1- I � i i I I I I J 1111 I I I - I ' i !T I ". .L SEE ,i� SEE ''I - INTERIOR PANEL \- END PANEL �A) - CB k-J I �, SC I on,- � - LE -L � , .�_, !�% -�, - , ,._ - Me, ANCHOR M- ANCHOR � SPACING SPACING I __1'_3' ML`____._ DETAIL 2 - F INSTALLATION (Affilr4MILL TO SCHEME 2 SCAu- 1/1 a' . 11 MAXIMUM &S.D.. DESIGN PRESSURE RMING (R.s.f.) AND CORREZEQNDIN MAXIMUM PA-NEL LEN91 "O .ar.HEDU WXUU=-QNLY-,M�UZMS-I-&-"PZW.�Z-Ml,�UM-W�C--=M-PAUEL SvuuLwL%wz_1x MAoMUv AS,& Wco. OF TAP_w mx-. PAREIMATE FEMALE � UJARE RLVS APPLIA&E TO arm mcWNS 0 . MA9NUM PANEL ,e "' CONCRETE "'a 70 .I. "I ",I'm TO Go,K,AM OMOKETE ONORM TO CONCRIDE _f�� 10 CONCRETE ODNORM 1* I PKA-mm � om4ftA,m UE-m (R-1 R4T" f.AJA S.Ocl� vmOCA - -&=- _17-- BLOCK BLOCK __t IDEM _ a' N/A N/A N/A 1. 141A $ -_ �/A ---- -- 67 1� (TOP) .55.0. -72-D - r -'- 7- S- __ jj= _9 _9 --97-- __j7_ __j_�/A_ ,7 9' _L,k I (BOTTOM) 5'-O' ON Lm 6. N/A, N/A N/A 6. N/A '. N/A e 1 N/A I & 2 (TOP) .. _. -_ - ,55.0 -72.0 g. y I 9- 6- 9 . 7 1/2* 9' 9. .. 9. I (SI __ 6 I" " , +55,0 -72.0 G* I N/k 1 N/A NIA '. N/A i 1 ) I .- I.-,. L ------- J_ - S* 1 4' 1 9- 11 " ,� - 'KhMu"' . -1-2--rALX�.�MQLWLL2NOQhf.�-Al-BOILft-t�-I,Q,----I-J /2!" ! MAXIMUM �0` DESOM !� I � � 0 5/r � FROM TOP OF AN(XQ 4 MUD 0 3 - UP, TIM ml Or AKLO APPWOASLE 160 N. I � ki;i_6U9fNATo, OF THEM MA)OMUM PANEL LEKTH "L' (It,) �: % ��5 � rAIX_w 70 wmem_____C_qb� - TO SmEm �49�2 -61�5 1. 3� � __4Rwau_ 1 1/2* 1/2* C-04) -!: C'N LESS .L +52B -66.0 � 3' 3' _��� '. 4 . __I_ 2 (BOTTOM) _ f-S' OR LESS +55 0 �72 0 2 1/2' 1 2 I /2' A- � 3 1/2' 7 (BOTTOM) 7--6- OR LESS - �55.0 -72.0 2 i/2- 2 1/2' N/A � N/A 2 (BOTTOM) >7'-fi- TO 8�-Q- I+S,O -72n I'll, f N/A I !LA���I- 1. I -'L- - � I(-_I�I-W _ 1,. �) - 1. I-- , ,�� .......... �, jt`��, `,�CENS ' � - e = = : No. 44167 1 =*1 - � * ------,--------- &APRUM .-.. -_ - I, LFNl� -_ I I 'Ar"m RMR0 - C.-I I ,---cD.. - x`..AOA , , - I I I--- 1 -- I - ! =_� SEE 94M 16 FOR AROAM TYPE & SPACING FOR RISTALLATIONS JUM WOOD Mae DuWW I MWAAN ANV"OA SPAPNOS AND MWIMUM MIA OSTAN" ARE "010 0. � VCI�EWU� FG* ED LESS THAN 901CADED ON SCHEDULE REWU ANCHOR MPAMq BY "TIRVONG SPACM S"OW, ON SORDULE MY 1W FOLLOWNG FACTORS FOR THIS OPERANON TO IN POSS*JLE I REDUCED SPACING OKAOM USK FACTOR SHALL NOT BE LESS THAN ww" SPAcING PNWADS FOR EACH N�KA TYR AT ANCHORS LvtOM ANOKA "m - Ile. - � ,14�6_ - 1/4-.- _1/4��__ __1/4�1_ . rAP,04 OF W-OP T.Own nIumso "Nom", PLUS � WL MOM AMONG W I 5 t 112 __;�I� �115 - ­7_ _3 - ..H 3 - - a _i__ . AMW KAL OEM 000M FACTOR ­_ �- -1 !eq:, -_ -,.,, " - -_ � - - -- - I -- - - - I ------ I 2 Vr --- ---- - _-,_ -1 - _�� - ,.---. __;O; I— ­ -r-­ - I - - - I- w �wi: - I - - i - - - - - -1 I p", 31 r - - I __ - - - i�w- - - ---- -1 _-;._-.,-_ NAUD ONLY FOR PMZLS(D& QIW&aVW AS PM SECTIONS I TRIM 10, ON SHEETS 4. 5 A 6) Mw " ___ MAXIMUM ANCHORS SPACING FOR EIL - ;S 1/2- . ASO. DEMON ' ,AKON ____7 _�i IAP--Vl CALKIN PANULAWE FEMALE ID PANELMATE PLUS __ Sam MET APPLICABLE TO SECRIM f a MA"'VIA" PANEL MR PR`SM`RE PA7104 r I TO ' TO I TO - I i I ­ To 1 ANY r CONSNA" ON .L. I($') X� (1-01) M_ 0OI4ckE`T ;j DONOR 7' � � �� TO CDwAm CONCRIOT BL= I TO CONCRETE. CONCRETE ""' TO CONCRETE CONCRETE I , , , I "I" _ TO CONCRETE CORTCORETE SLON TO CONORETE CONCRILTE . BLOCK I OF TRIM - v - N/A .- ___!/A __ I N/. ___ - ­ I N/A ---!L- -r--;:- '. � N/A 4 . I am .__ , .v . 4' ./A ! N/A , r. , '. , R 6" I .. 6, - I I,- � N/A NIA I I (BOTTOM) - 6- I N/A - ./A 1 N/A '- - __1__ I , ./A 6" N/A I G' N/A N/A NIA 2 (TOP) 6" I N/A N/A ­ N/A - I '. I N/A - -_ v N/A ! 1. . N/A MIA N/A L � (BOTTOM) +55,5�, -72.0 - 1 __ - 11 N/A I ___'__"__f___ N/A I N/A --- 8' N/A 1 6- N/A N/A NIA - 3 & 4 (TOP) >T-5' TO 8�-&' 09 LESS __ _F '. . ___�Aj 1 A- - N/A __t__ . N/A ___!�� '. ____ I a, _ . I r 6 '. T -- - r - O* __ N/A N/A -, z (BOTTOM) -_ 6- i N/A I N/A I NIA ! '. I i N/A 61 - ___�_ 6*___!��./A N/A, 7 (TOP) - C_ 1- 4- 7_�_. --+- N/A - I N/A --,--- - 6* a. 5 . S, I 6, 6' ____ N/A N/A __ 4 & 7 (BOTTOM) __ N/A - N/A 12 12L -, 6 1/4" __ 12 1/2, 6 1/4' - - 6 1/4- 6 -1/1 ­k_­_­_­________t_ __ 6 i/4' ._ 1 6 1/4* _ N/A N/A - 5 (TOP/BOTTOM) +50.0, -63.3 NIA N/A 12 1/2- I 6 1/4' - _. - " ,/'. A 1/4' L 6 ,/4" 6 1/4- 6 1/4, - I 6 1/4, N/A N,(A 6 TLOP/00TTOM) >8'-S' TO 11'-Z' .554. -72.0 - NIA N/A 6 1/4- N/A 6 1/4- N/A 6 1/4� 6 1/4' A T/�' I I & 1/4� , N/A NIA 6 (TOP/BOTTOM) I - I ,a'-W TO 11-2" - N/A _ � I N/A __ N/A _ N/A __ N/A _ N _/A __: NIA _ _ __ ___��A 6 I /4' _­ 1 6 1/4- - 6 1/4. & 1/4- --- __ a. 9. 10 kTOP) -----, �43^ ­48O 09 LESS '. 1 4- N/A i ­ N/A �___ A I N/A _!L_-T _ N/A '/' ___ ---'-- " E E 6� - 6 1/4' � 5 1�/4' ____ I . ,I 8 (BOTTOM) . 12'" DR LESS :::E� N/A NIA N/A .J, R/A _ /A ___ - - ... �__ S- '. ­ 6 1/4' 1 6� 1/4' I E �9(aOTTOM) II/A 1 N/A ___ N/A N/A I � N/A 1 N/A � � , N/A I N A ; / _ A ,,, a 1/. 6 1/4- 6 1/4' I:, I Ile I , , , SM SHOtTS IG. I I AND 12 FDA ANCHORS TYPE & SPACKO FOR 91WALLADONS INTO WWD FRkME BULDING MINIMUM ANCHOR SPACNIM AND MINIMUM EDGE DISTANCE AM NOCATED ON T16 SMIEDUIE� FOR EXL THAN WDICATED ON SCIIEWLE REDUCE ANCHOR SPACMIC 91 MIA11KYNG SPAC41G. SJIDWN ON SCHEDULE By 111 FOLLOWING fACTORS, FOR IHIS OPERAMON TO BE POSMLE� REDUCED SPACIF, OSTAIXICO USNG 'ACTOR ST-04L 007 BE LESS TIM MINIMUM SWING INMCArto MR M. ANCHOR TYPE AT A1040" LEOSIa Vt�, 1/0. 6/4-. Ile, 1/4-.__ 1/41. ANOW Tim - UWOOK , - , a �ow` _I�_, IV." 0 ­"A�, ,I" _ --- AMX__W _ �� � Ift� A"011.0m VACW; CK) � � t,n _ -.-- 1__!!!t _ttl__ - 3 ---. ____L_ __._3 ­_ __�_ ___�_ -_ 3 ___2 __i/_1 � 3 I (_ Meq J� � GA4 3 3 I L12 k±]1___ 1 1 t ,/2 1 mm rA "Z mmom FAICTO R [_._____!_1e:__. _ ------ -- _� - 11 x -- -- - , --- -- - - 2 1/r - =. - I N___ - - ..i - I- ___ -------.. - _::�L - ---- ,-- i _# !�_! - - __ - ___4--_'_-- , I ___f - - T --,'.' -,-. 0) a) I_+_ = (n -m -a > (D C- `0 0 _0 __ &Z L_ C m -0 Q_ . .&..,..a 0 w 4- Cn w -t- C a) -0 0 0 -2 -0 % rr-4 = " 0 CL -2 = " a) 3: CI%4 = = .0 E - zi� , Cu 0 4- M ,,- 0 Cz > Ln d&-., . (n C� e = Cn a) CD = -F U) L_ -1--a Cu L_ 0- �� 1-1 :G Cz &" �_ ,+0_ = _�.-� U) 0- < -0 . ��,I� \�Ci��;,��.'�% .1 � -��,`­ FLORIDA BUILDING CODE (High Veio0y Hurricane Zone 1* * . NO. , . . -,a,. 1'.. q , .. �, --.�,'t �, � .,, �. -�,0-�,, ,� 11 144411ow"Irk C-A - - 410 '. a . s * . * E. <7 1 i , ; f � ­_�> ,��- , ��_ �p ,- L L L - I,' / -4--,!!�� 'P...- . J1 V L i w -..,,,- / sva�vkii - .a" RLT(r., Ac� -------- 1� / � / IL ECO ... � 20 GAGE GALVANIZED STEEL STORM PANEL PIP wo" W., __ GLOBAL PROTECTION PRODUCTS, LLC. � &.� 51 SPREE7 DAVIE, TL =114 PKOME_ DIS4)MN­7�6, I-. '.). __ 0""/m LUM 6 __ . _� -X - - - - _� . .I. . PRO -­ - � (Am ­­ 'i� ,A- It m,!LtU� tJpil 20-176 m� . - - . I - i - 1 _2!�" ! ! - . . OF . INSIALLAITION DETAIU, E-OR RENLAR PANELS 3 & U INT) EXISTING WOOD STRUCTUR95 ­­11- I - 1� I IT— -_ I 1�i � L I , - I III I � I L I - .. �'j 1 1. - I , �-_ _L1 1, �� -1 `CLMAIE PLUS L _V4 to-PAR.G. W/ 7/0' TLOTAOM PENZWLIGN TV I � EXISTING WOW HEADER � - ­__1',_ _­­ ­_ �", � , m�! 1-1 , 10 I _1� I- - - . . .11 - -1 I , - '" TE PILLS. -, _ s v I AIT�N`Ia; - - 1 : : EXISTING WOOD HEADER � 1� I � - , ,,, I : I - T - _� 1, . - � , � � - L , - . i� - ' I - � I I WOOD Rr_ER ,* -_L ; 1, - L PEOU ,� ­_ . � 11 - L --- tI4 -;O PANDA4TE PLUS THREADED PENETRATION To I EXISTINC WOOD REAOEF� i L "I , I � � '. � I � I'� - . " I �, � � 1 v I . '. - - � 1�, 1.11 . . ii I I I � , I I � -1, i�i � , / ; � �, , L ;�jk . L I "I " , 4 P7� ­ ------ - -- I , I - - � I 11 T - ­ I , �1 i � L - �� 'X_11' - I . - v � . I I -yo 0 mi-, I - - I I - L - r I I kw : . , _vgn � L . I 11 �� L-AMRS NUT . � I � - m0c 0 JI I , I'� . i WOOD HEADER ­ I [i I M I I , ��, EVE;ff slUo . � I � 5 ,/.. = I � I _ , - , , q I _� sIvo a 41 , WOOD HEADER ' , , 2* LL I , I REQUIRED - � ; � , I . I 1 , ; I 1 ; 4 11�, I I ­­ I �SRV- � 1 S,/,. O'. I I I ! � , � a I � - G � - I 11 ","",,""I'll, -.1 I ; � ; - Cv I '1� fr__ I I i : � I ! I I � � 11 I- �._ L, I -1 � � I I I I : 1 UK SCHEDULE ON , I M,, ON . , � I I � 1 ,I i � . Ell _1 FOR wr septa i I 4 a FOR .. mw I 1 I 1 I . - FOR -MAPATION � � . I I ' To rAAMS ' I .,.,-,;�- i S g,-!, � ' c ' I �" M� PANEL LENGTH � iSii NOTE 1) � 0 1 a I I I , I - I'll, � +_�',_ 1 � TO � - 1� I I I 11 -_ , - � M... PANEL LENQPK � - - I I /, N�/ L , M �� i (SEE NOTE 1) I ;A1f_:!m* %& _ US 4 #i � I , ,;� - 11 3/= RUT - 'aw - - _' t­ - I .41 �. i I � ' - "" � I M. PANEL LENn- ! (SEF NOTE 1) , I � - , � I -_ -_ i +, �, -� � 0 m" Ovow � L � Lo ""77 ! : � : i i . i - I - _ - . ! I I __ , ___ I - ". __ I � I - - -'- , " I - I - -----.--,-. -,--:'- : I L. ,- _ - ­ ­ ­ ----- I _" I - -1 I , � , I _­ __ I I ; i � k i � I i L I � 1 509 f ! OF 'L I : I MAX � I � ; I : � 'O" � � OF IV 1 1 1 I MAX � I . i i i t. �- � I , OF 't' (I "I . 1 � ,�� -OK - 1 I � _4 , , a ; ! I t ,_c , ­11'1� , I , �� � i ! ,f _1 I I 71 ___177 L ,/-_� T 5" 11 i .� EQ. -.. , - ; - wie I L It V,� , LAW ETUO 0 � : 6 Lie .. ; : ­� ­ ­ _U/4,1;��/"L.R f- I I , . a 12 1/2- O� DO, , ! 4XIM , . - L___Jj - __ I , - EQ- - , ­ , I L " -_ I �01" - 11 . M I 7/r. . � I" - . - It ,�- F, ;� I I - _­ � "I, , ", , , , _ , _ , I J. L Lr I � ,-r - ____ , I [��_'_L­­ I __ - - I I ,� I , ro, I- 'T ,,� , p I.- .�� � I- 1____, I 'I _' - L , k - � - ` ­-' I_ �- '4�L__�,_ i � j /4'f LAG SCREWS �,�' , i I I 1 1 7-t- I � � � I ---F== 11 I I 1 1 � 1-1 ' - I . I I I ' 1.4, � ;; - 6 tr O,C- W/1 1/2 2'.4' WOO RATE ` - � -, I L R , EOUIRED 0 �� , __ 11-10 PANEUAATt PLUS '_ ___* r.4" WMD�P�� N L . . , 11 I � I , 4 z �, , �� REWIRED ' & 2 On RATE - - I I WO - _ ­ . I REWIRED . 1; I I JINL THREArkD �CNCIRAI*N AT . , . 1j.' I I L , L � �, SEA11"' P')E.CL W/ I 7/8' nfR 0 N ETRAOON 0 WD WIDTH OF KATE . 1 14 L � I " I 1 1/4-6 LAS SCREWS 0 , �- ­ L I I - . - -, : : � 1 : '-, �OWTRH OF PLATE �L I J, , I � 1. _� L a- OC. SIAWERED W/ � H . I � � 1� I - -11 - � , � I - j __1 � I � 1 � L '�� I mm "q&= I - 11.1 INSTAUA11ON . : � I 11 , ,� �,� ­ - AT MIDWOTH OF PLATE - .L -_ � 1'� -_ WAIT: 3/3-1, 111=1 MOUN I ft,,rjNN1Djfi_HS1AUAIM PIRECI MOUNT I WALL MQUN31KQ INVAUA110 - NQ1M sc�ALE 3/8.1, SCALE 3/8-1* I- INSTALLATIONS FOR ALTERNATIVES 8W, 9W & IOW ONLY 0LID FOR BUILDINGS WITH XSZ. DESIGN LOADS UP 10 +43.8, -48,C) pS.f. AND ,,, W IIIIN ) Pmr.l.'s LE14M UP TO 12 ' -4' �,_ .,.. 2. FOR NEW WOOD FRAME CONSTRUCI16W WOOD MEMBERS TO BE SOUTHERN . ... .. PINE NO, 2, W/ SPECIFIC DENSOY OF O�55 OR EQUAL- �, .- . . - F LORIDA BUILDING CODE (High Velocity Hur Cana ran.) NOTE FOR COMBINATKIN OF SECTIONS. .�� - = ., NO� 416 .. -= = � " * Z . = I .2m mT=1 - MIZED STEEL STORM PANEL I., 20 GAGE GALVA � 91� I T TOP & BOTTOM MOUNMINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY = *: = . . - of . _� � % - ,:i�� - I . a I, s - I " i�s _____ I .. \ 11AL / Ti i I IE C 0 ,.. ' IROIFECTION PRODUCTS, LLC. - _22- INSTALLATION. �11 ­ - ��;.. 11*L Rvb�,__ '%,�$SA'L ,f/-�,,�- -, _ I. .. - ...... CQMPAM � �... " . A.v. m =1. 20-176 - ,,,� ,�r - - N_ - - ��, ,, - , 1_� -'em - , DUDA,-- I w0c. ")M-75I5. PW (Sm�m­ayv? �t - , "I'llow0wi, SEA"'momnat"MIX - O"'w" �TER A. SLUT ... 1.rr . - - I - - ! - 1 - .,t . . . 1 I I I - I 1*1 - - I I INSTALLATION DETAILS FOR OFTIOb! # 1 FOR LIEE SAFEJY SJORM PANEL - SY5TEM - W! � - 11, Ulc:��4'il 1 INTO EXISTING WOOD STRU�JURE5 I - -1 z I la= .: I" , -, To I � ____­ I", il , .. I � � v , . , ,, %, J I I �, - - i .... I � . - . 11 ., '%s . F I � � �.__J' �j L I I ��, A. �, �. . I � i . 1 1 _j I i I __\ I I ­ - � I I I '- I ,� ­� . I _,_��ii I 11 I EQj-, , -, Nommommo 0 � I � � � I I I . � I I I I i_� I I I Col - ED,' , _ 4,­------7"' DR 11 � - � I � - - I -_ 1 I - - -------- - IV I 11 -9 ­7 r I . I F_!J, i I i I � � I - - 1: I I -1 . N I I ... _%_1 __1 i - , - - __��;Vzlr w1rom.-CER i I WOaG HEAOFP I POPURID I , � Jk- _1�_ I . 00T, � i / STU'D a It I12, a I 1 1 . 5 ALTERNAIIVE 1 ALTERNATIYE 2 I I P/A- � --f ,/.,.I' M= 'Q.�', CUTS) (SEE, � - � To 0 t2 vr oc ov, 1",4) .1 ! I I I _� 741- I SEE SCIEDULE i - , WW 14 � ! ., ) I St-A00. I , _ � i - . 1 To aAss �, I ; i : I I EQ! - _w - -_ , - I. - ­ I __­� I I to P, ! i : Fot . 11 - - , t_­'11 I ,. " I � � I i I I E04 1 ., �F� I� vA " I 1 a�l 0- I I I I I , � , ED I . , 11 .. - i I ; L - _: __ � I - � - -I , " I - -, _�",� = I I ` ED I I I � 4 .1 I", I " _ - , ,�, ,,, 'i I'll . � i ..... �,_i I --- - - I � I I WOOD PLATE �, I , I ,_ 7 � I I � I I - . � . � - g , � i -is ­ ­_ - - - . r , i I I - � I �, I 1 ; WDOD ALkR . ACQUIRED I :� ! REOWD . I I L . � �L I-- I I - � � 4 - - _____+_ � _Lj__A__1A � �� � I � � . i I , � � ', I— �'' ! I )OR,, I ALTERNAJIYE 3 ALTERNATIVE 4 I r.41 i�, , � R;�� f" /.*. LAG _EWS 4 a' mr W/ I 1/2' . w`A_ THREADED powwrAw OR �14'MAS/fr LONG WW" SUWNG W/ ­4--It /��2IMr SS, US 0 C O-C OR "UWE ALIERMIIVE WOOD FRAME CONDITIONS A ANCHOR LOCATION5 LIC-20 PAMELMADL 0 W Fma-ATE Pam a " OmL 1 "2m.. OwAm IffIrFullo" TO 04 smu.t- 3/r . I* FRATE 'NOLE r SPKFFTp PARCIM OUT SLIOWN Pa. WMI WALL MOUNJING INSTALLATIO "'LID104fifffs, ,.TIQj,,?111 ALIERNEIVE 1 "I, , ,0�� . ..... ", � . . , ..!. � WAZ, w - I, .f7 .�-`%)PENS,F . . g I, \ f * .., z . M� 167 % - .,t z ? .. go, 0 = FLORIDA BUILDINO CODE (High Yodoofty HUr 1cone Zone) - I— ____ ___ h= = � * I � C i s : ,I, �l= "LLOW. - i 20 GAGE GALVANIZED STEEL STORM PANEL - Dmm W, I WALLATIONS ARE OOLY VAUD MR SLA DWOS WLD� AS& OESC. LOADS UP TO +SSS -t2 0 pil AM RAWA'S LENM" UP To W-2r. � ST$ T OF . - - _ ., �s... � I 7_1 7� b��. Ftt R0 __ GLOBAL - - " - N PRODUCTS, U.C. '/"/2m PROTECTIO OAM 2 FOR NEW WOOD FRAME COPPITRU`RON� WOOD U91BUR-S 10 BE SOWORRIN , , ..- --- , 11 ___ "MS.. .1 STROET PINE ... Z W1 SPECIFIC DOIS" Of (L55 OR EQUAL, 1� - � / � OLUT TESTING . EINI"Mm"a COW." , a"", 'L �" 20-176 __ . ... ..... . "o, z .-,.,..-.. . I O.;��.:t,_ 1:!r(=P`* I - -1.1 � ULH)eft-�b. I- (.506"_m? RE- %4IMG.WRE,WM . ek (A-00M k T" A, TALIP ., P1 . FLORI 7 4 I .w - . - 1-1. �����11��������11����I.E�1����1�����]���i --��-- 4.� _��I�� � - I o-i ------- - - I R' w -S cc C-3 C�j .-C .1� 3 CL w -0 � 1 4GO) COD) J= z 2 cc 't .2 zw_ .T CL CID -- a = Cu C3 = CL- (i �z - a 4i a: cc = . !! _�; Z _- a) �� Cu Cm C= - _�, In = E -0 4 -2 0 C3- wr I- 0 z z w mi C: Cu 0 � " L. :3 uj 2 < 2-7 z < _j CL _p_j Q) (2) I= U) m > 0 L_ CL CL < -4-0 0 =3 ­0 0 L_ a- (1) U) m m SHEET NO. SH 1.1 ___ - � - - - , - I ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 & 20) .... ... .- �, __ --- , � - �- 31 MAX. W17 I 4AI 5A/I& I . .iII "w/ , 7AWI & SAW/20 38/17. 49/17, W/45. f* W#lt% 79I & 1100I 3: AI I M.1N. D.M. - (:4>--- _: __ � --- - I I - I - 0 , I 0 1 I-- -.1.1 - � � - - - I I I - - � ____ 0 -.----- - I � 11 1 _.7________,__ ____ 0 t 0 0 -'_ --- - - � - - � 6 , , I I --- 77 ­_'__7__ , � � Ff i ; 11 � I , � : 1 I I � ; I I � I - I i " 7 I I � � � � � J-j­-1T---T----r,-­ i : I I I 1 - __ � I i I I � i I I I ; I I 1 III I I . � I -------- � - -1-1-1-11-1- I Ev , � if , I I . I ii �! I i I � I I !I : � . c - - I I 1, , i I i T OTI i waAA. � 1 , I - I � 10 I vow PAIeL � i 1 I I I I i ! I I I I 1 I I I I 7 . � ( ,-,) a i � I � WcJun, Wft -NI � � 1 1 111 I I � cl) CI I W ,� . � . � � � ­­ _44101 ` - i - - , `______, F* ____ - - � �i I I � . . I I " i � �, I - ­T1 - � 1; __ - - - - - - __ INO- , I " I 11 � LIFE WM STORM ­4� , i I I * - - - -_ --..- --I---- __ __ ____ I- � - ____ , - ___ , - ­_, I t/i,-It­2:W'., .,L ILS , . , --� ��J_-, :_-____4__._ . �WOTLCE W17JOV. 31W - _ � � ; - � - 47, WAW y "A AT : I , I I I,---- ___ - ____t - 1,1 __� - -A! � - 'L' - - , , A v : _,",; � 1 ALI - _�,,� i 1-1 (PANEL LENGTH I E SEE SCHI I - I : I . , , I I I I I i I . . , � I 1 i I - � I I -- I / - - T'� I I � -, , I �d 7 -1 . I � . " I OVERLAP � ,,,,, I i I � I I - __ . 'I., . T , � � i I I I : I I I I . . i I : I � I . I I - . I - ;� - I � �: , i ,� - � � - I � � ; T i . I � I : ­­ . , I I t 1� I . i I . . L I - . 1 - 7_1 -------------- �__ � I -_--_] ;___ , I- I I It- I � O.M,,i&-F4 L9 I I - I lk_� , � � - - 11, I . . I .. ; � I ! , 1 . - ______11� � -, . C. -_Egg,rtTI I ,--: . , , I I 11" " FAKEI $011,011 COPMEAS f__-_­ - - - ___1 - . I L-j!­--- , ; I - - I ;�� --- 3A/17, ,3: MI 1*11WENI "/17, I --- I UI BAN - WING .0 a UFT A, NK RAI [�: -w 71 40/1 7. 50/1 ST. � 3. &I I I 7A,W/19 A III M". OURIOR 610II IIIII & 8110I I- MIN I - __ I - I - - - � ANCHORS (SEE SECTIONS ON SHEETS 17, 10. 19 & 20) - - _ - I ELEVATIQN SCALE ,3/ 1 6-- I - '/A- WX W I'- )& - -1 , PIT am" 97 21TW III -12_w�l lnpx MI cim � * , - �1- V, on 9 - , -C 9- - , �­ �K . x -, � _e­� � 7 __ --- - - ­- -­ ­­ ��­41 ­�­, . - � I -�­ ....... �. ---_�,_­­4V� ., I ­­__ , ;1� , I 11� , , I ��' r m, =74.ir:�, , -----, ----- ,� , Lt , , OWI /�I, , "__'1_"'=­­=�­�­__ ­_­:.1- - , \ / I___,_,?,___ , _�_- '­­­. I 1 \ .1 _ � __,__� ­ , - ��­_­ � ­ ­­­ !��=_ -L I ­ EXTERIOR , � / 11 , � , \ , ___� �z _::­�_. __ ­ L ffx�_� SCALE 3/16­� I - MAXIMUM A.S.D. DESIGN PRESSURE RATING Caad,) AND TERRI i III-0k T71 .i , N'!,�,_ CORRESPONDING MAXIMUM PANEL LENGTH 70 , SCHEDULE 11-1 se*,:� j, ��`.�ii�*­ . \ I i ., .' . I No, 44167 -. i t *: � = � * . * i - - f - :: - -A_ - :_ C FLORIDA BUILDING CODE (High Yqloclty Nor cons Zone) . DMAXIMUM A.Sj I ) RE i Mox, PANEL LENGTH ESIGN PRESSL L (it .) I MINIMUM SEPARATION . PANEI . - ... .'Z 13II!... - , s .� `=G TATI OW. 20 GAGE GALVANIZED STEEL STORM PANEL F, DRAWA, BY RATING (p.s.f.) I I TO GLASS (SEE SECTIONS) CONDITION _��t . - I +55.0. -72.0 1 81-81, i 2 3/4' UNBOLTED . ­, / ___._ - -1 GLOBAL PROTEC71ON PRODUCTS, LLC. � / IL ECO,xc� � NXIC M 51 STREET w/u/MiT " I I 471� / TALLY -.P . F_ �11 2 9� =_-�- ." . .. - At �H, ("I"E. z _A- -TIA& FAM, O%*KAI L CIW�, AT­W � - 7 C.O.-C, :20 . - . PE sm"TuPAILITTE/oATE -11 "-woe", !I 1-14I - I - WALTER A Full JI, P, nOICRA 11. t .1w M _ _] 7:-:17b. _ _: _;. I. OF - - - INSTALLATION DETAILS FOR QP-IlQbl #2 FOR UFE SAFETY STORM PANEL -MI IM I INTO EXISTING WOOD KRQCTURES � I I ,.I . � ­ - �­! �� �� - � . r­ -- -,-- �_. -, ­1111 � I I . . I . I � I F: , "j-, , 'LL � 1, , � . . � ,.�� 1t7___ � �T-�, -- . __�,, �, I � I I I I I _11 I I I - 5 - 1''. , � � I I � , I I ; , , - I I � , ,,, I M I I ,� I " ��, � I � _. " . � i ' ;PDT HEADE I I 1 �, WLIOI "ENTER , " , , iii .1 " W000 REI I II � I ' 0" Hrn , , - I ''. I I'll, �� 00 RED "I I I - 14, ow -I , , -, '0 � VWIIE , I � ­REQUIRECT I , I _� 1 , 11 � i i I , 1 ,, � '.1 _ .�, I � ".� �, ­,� � ,/_1 ' I -_ _�_ �� - -* - O.0 '�'�---j - p " ." �_ ,/A'4 TAPCON Q 6' Ole I I - _ ��41:4TA �� 41 TAPCON 0 a - 1/4-# AI 0 O' O.C. � - - I , / /2 � �,_ � - � I A . I � , c I - : y :, I / I I � ') Itl �1, ,/7- ION T"READED 11. � ��, H � - 1 1/2 NOT THREADED -.1 I 5�' - - _W/I 1/2' ART THREADED III . I '�, ; i W/M AT . ? - PENOIRATION A' WOW PE E" WOW � 1� PENETRATION AT WOOD i 1, i ,� - I ;,. I I 1: I� 11:1, I , 11; I HEADER . , : I � �� .11 , I 4 . 7 HEADER '. . I 7�, HEADER I i WADER I I E . . ;� . � i I I �L 1 �� � 11 I , . ;1 � I � �Pl; I I ; . :��e - , � - , . 10 = I ,bmwm � - I I , -IC 't , -Q ,I ... A � -,- I I . . � 7 1/2- - . . - .I/Z- ASS*- ." I - � � JI/2' . i I ; ,1/4 . i 1 1/4' �1 I /', - . . I I 1/v . . i I I ,,, �, � I 1, I .1 ! -, � 1 - I M" - , % � � i i MF!� - I i ,�� . I � ftff�� - _1I - I � - 1 I , I , I �2. ; . 1-m- - I I . 2 I � � I �� , � 1 � I � I 1 , I � ! I � I I � �� , i . I � A II �, i 11% I , MI I 9 I , ,� � 11� j I - ,i � ; I I � ii � A, -1 ,� I j4 , 2 j 1 1 I li � , , I I I : 11 - � __ � ___j �11 - ____ ­ L I I - A I _ , � ! , -1 � ' �'� i � 11, 11 IL ' �i , � IN, I n , , 1, � � I ' 11 I � I ­ 11 i, � , �, =- i__� 11 _`� - I - i , i � '.. = r� r_� � I � I . ;V- I �', � I �5�:: I , , .0 � . G : - , I i I ,_ , � I I I I � � a , � 1 0 � I � I I � I . : � "51,Rc I - 11"A"I ! I I � : I Exisvw 1 AW, SETT'AROW, I � - 100-155 ; ,I 1. �� 0,AR; ­ I ! CLASS _L `o11,, ; I i %:, --. CLASS I i- (SET: SCIAI ,- , . � (WE � i I I ; PANEL 1 W SHEET 10 . i 1 �,Gt, I , i FAI LENGTH � 'a) tSEE NOTE I BELOW) . f %* M­ i : i i (SEE Non I BELOW) I L I P, 'I, , PANEL LI EVIST'I " , - ; I I � , ; c ­ I - - I � I - � I CLASS � (MM ""',A, : , � 1. - - A_ - (SEC Now I BELOW) ZZIII I 1, ,SEE NOTE I BE! OW) . I - . - - - - - - _�` -- -1 � . I I I � t , r I/"- � , " , 1-1 i w sHcET ,TJ � 1/1-e-20I 1 q � CAT SHEET LT) I . i � T � ... - ! I - - i I - , "I I I IS, .,�%,; , - .1 &S, MS, wt -T I __ -- 7/9-0 i �, 1 1 ; � I - I , I i I ; 7/8'. , 3/` , �/32'j ___:11 11-4 "I - �,-1 I I I WING Nut � I t - . -,- __�, ,- . � WIND I., L - , - � I 7,_� -,---- _____ �, - - ­­ ,- . � I I � - , "­ I-- ,, � I ,� . I I- - � I - - - - :. � , � - . I , I � , � I I 1 - - - - "" - i , � I � I , � I I I I" I . I � I , 11 11 I I I � I L ,-I - ____11 , � � 1 /4*0 tAPCON.*_ I I 1 i I I,, I— " I - I , f -1 � L I a, O,C.=, , � I , i III tH I I � i I 4 : - 11 I . - __1, - -- -- " i � , PENETRATION AT -, :_,_-_ - ­ _ , � - � 1, - I � I . � I 1 . , MIOWIDTH OF PIATI� I i ; I I � I i 2 ; I I I - I I III_ I - � I . I � I XL - -a VIT � I- i3 e" . '777 . I . I I - . � . I , i I a 7�11 - . - , I - I [ 7 , - I ; I � � 1 ------77-1 r I - & I _ 3 I -1 - 1� (3 I 1 ­ i I �, I , - . I , � -_ I .. -1 - i C, I ­ ' 6 I I 1'�, ___­ i � IAG I- �,, I I .. �, _. - I I , t__ ' , - 4 - ED , ED. . 1� 1, t ; -4, � - I ED - , i I I � - , 1 -I ED' - _21-j"'.- -, � '� 10 I , ,,�,__. �- lit � - III ,.- , - , ' - I , I ­�rl­ " I � _/4' 4+_jLj MS. Wt I I/ f t__�--@ cow, H, -@ aw. ­ t ,_i�'_'_ 1 7 ,:Xw S. UA� Wt 1 , : I �:,� , "I I -�fll 11. - NUT I I 11 � � � _� � . _ /� f4;Lc I I ; � , � WING , - I - L � 17,10"', 3 32"ITI RUT I 1; 7/0'00 . 313r I " �i 1 ,� i - I 1 I 11 I WASHER 9 I I � I I :, � 1i,I,;F;'C "I (KYONAW , WASHE 0 12 /2' 04 1: NUT WASHER BEYGAI , ; � , : � � , I L ' :�! 1. I 'i . 4-. Tt�� 0 O' EX. . _ _ - . I � I,A'. 7AMON 0 IT' OI I I I I -0 TAI 0 d' OI , : � .. . .... _W 1, No, THRENDED ) I , _ � ,W� U ISTAI Wt STUD) I I I AGGERED Wt STUD) � 1 ! IT, Zklvia . I . I ON AT MIDIMOTH I I � �� _ A(�;CV THIREADED . 1 Wt, 2 MIN THREADED :j , � OF PLATE T�� I � ; __ ­ ,-- __ � ­ - : ; __� - - PENE" AT MOVOTH I , i ­1 AT WI � .1 OF PLATE . OF PLATE � . _­7 4 ,W Q� WOOD PLATE RED _g�� "I, I - - - I __ - Q4UI WOOD PLATE - GO PLATE � - - � I, - -_ _a0a RED WALL k=N1Ihfi_W.U&LI WALL MOUKW,Q INSIALLATION 0 PANEL WALL MOUNTINQ INSTALLATIQN WALL MOUNTING INUALLATION REGULAR &URNAIM Aw & sc-a 311TI 0 1���EL 0 KOWAR emrl a UFUEM "MOONiTIM, SCALE ,1/81.t' SCALE 318--i- SCALE 1/81-1" , , �KII PI TIQ/N § � - - I ilk. NOTES N ", -1 k ` �E - N ­ "."/ ts I � FLORIDA BUILDING CODE I ;HSTAULAJONS ARE ONLY VAUD MR BUILDINGS WCH kSc� DESIGN LOADS jjrr*�..--!��E . - - (High Velocity Mur cone Zone) UP To -S5.5. -72,0 W AND PANEL'S LENGTH L- TO OI z .1 %13.4 1 _. . - __ , - z .2= DUM0. - 1p z .* 20 GAGE GALVANIZED STEEL STORM PANEL - - z DRAWN ITI . 2. FOR NEW WOOD FRAME CONSTRUE ION WOW MEMBERS TO BE SOUT14RN a 1 1 _--1 PINE NOL 2. Wt SPECIFIC DENSITY OF 0 .55 OR EQUAL 1 * *.. - 07/m/Ttato �-_ �;�:� F - , 11,, $1 E& / ,,,,��GLOBAL PROTECTION PRODUCTSv LLC, I/ 11LIECO AM SA 61 STREET - 34M � ;-,- z - __ - ­ "i � ,; � ".. Z"A ad`II 5TIVE FIL 3J3 . :I., TWT TTUmKc & r=11411 COMPAW , / __AOI ARA . I* 1,� . ,eIP`)WW_aFv7 20-176 , (.5 �',,� � �; " .'"I .- ,� _L__­ _,(=!,�� , __ ORNIONT; TO ,,,.,, Ell C� -i!t' E .�..'Ate '. T WALTER �%Lwa "I 0.9, IE . LAI .­_ am 1� Z - I--- Ai T 4--= - , . LIE 4 �167 - � 1 - -�7 - 1'�­-­T. . - I - ­ * �_ - :: , _#! I �� � , , .. COMPONENTS E08 SERIES 2000 & 1000 E-Z HANG STQRM PANELS 1 (SCALE 1/2-l') � - ----- 2w* - - - - I - -- 15096" (TOTAL WIDTH) - --- - � - - __ � - . - :- -- 2.250' _2�591"- 9L ­11 7_____ - - - -­ - i2.500, (EFFECTIVE WTD701� 1 1 - _­ - � I----- __ - I I - __� __ ; 2_2510"---i 0,,�, ! - , S;�;, - � , __ I - -6 1/4" ----- - I- I— 'r-' L �� ! iz - � ,� ­1_3�0-­ _-J�3 1 50- - , �,$w � I i " 1 � � I I ��'N I 11 OIS . 075' it - , , I - I / I ? / ,\ /.-_-._7'S- , ,*.- TIP. �� 2-211" ' F- -, $O� ,r---- r - I __�_N � - - 5w - Typ. II ; /� , C�jk\ zew- / �f,L,w:,' = \ - . ,,SoU_ . I 1 Z500- - 2.0 I GO . " ASYN A-SIET I 11 EDGE -, ,, . g_%25 I I 1 2.744, I � -14p./ A ' HEMMER Typ \ GRADE 50 MINIMUM 11 RETAIL � T , � J! - I - EDO _____j I I -I I _bttrlm '. 1, \ � - � L A E \ /. I, - GALY 1 ,,;.L5- -_Ii'. I S. " I' , __ A_ - - - - - - - - ----------- 1­_______­1 - I _, ,4__�� I �11�_ , �?11.- '�, I I -I 3&O,_` , �"._ I I \ " I T,� . V� --- , , - - __ . - - --2,470' � - - - ­_-_--_-- 6,250 456 � ,* - ;50� - (D SIORM PANE t __ -1.70.1 - 4Z� '1� I T REYE93EQ_!Q!_TRACA I ­ �_ _11, PAI END TIP -I- -, - I Wl HEMMED EOGE. , �-' __ � I 1 -.150* - -.1WI, __�� - ,L e1___� �.__ -_ ­_ _­­ - , ; ,2 _ ,� I 1 .5�3 " ,,, ,� 11 - -, - - ,�,��.'�� +0.09* 1 ,",�_-� I I I - - ,;:,,� I I `� - � 1��, �_�__� �,., 11 ' f1s" � 125' - '�:-_�_�_ __ � _7 , -_ - Al ILZID�_, I, , , /y HEMMED " I, 1 � �, __� 41 � I ITI-1 3750. It [ P Z� _p � I I . . I I � I __ I : t, I �� I I EDO . �l , ISOMEMIC VIEW DETAIL A 2ow 11 i c 2. 1 - ROUNDED CORNER Ot ENDS OF PAII 11 ' I ! 11 5. END UP' w/ -EMMEO EDGE 12 H _7�. � . L_ 1 I L I i �, (NTS ) �� I I _1� f -, - _.... - - .. . I . __., I - I I-7,000 .,--j t?1515 - - 5. EIPA, - - (� .r-mim (�) Ima''L1,40p (�) 2'x5"(Max.) ALUM-ANQU , ,,, ­�7 I 25* 60I AII ALLOY I I I 111 i 11 s il 00WITI . I I I - :. �� " � 'i '50 I I .- 11,.� / <0,1!� � ,��",�,,* - \�CENI 10 , - *.-` , �,\ I �! : I i ;*., . * z I I I ,--A IT , N .44167 - 1 L== -j L *. . = FLORIDA BUILDING CODE (High Vejacity Hurricane Zone) - __=:======:, 1- i : _f I . ! __ .. `Z,TXX, `,LTECA. PIC 11 ! _3" M...----j �7510­ - s I � TATE OF ..*,Qz. S 20 GAGE GALVANIZED STEEL STORM PANEL OAAAI OTY� !I. &% - - , "'XII ,_ � OR to :� Z=�e�:r, - A GLOBAL PROTECTI '/2e/11(ac ill - ��L , - , (2) 3"W(Max.) ALUM. ANGLE T STOP BAR , 4�,�_ 11" 11LIECO... \ ON PRODUCTS. ILM DATE ,,Z�,; ,�ii�t P, / "`��4 � � A... 51 STREET ,'� 11, LONG I_1z TILUT TESIPA, & EANNAINCAING PAHTY .......... I ;/ AAA- MVA�, __ .1. XI IAI "Ane- 6063-15 Alum, ALLOY - t / _. mv, A�� 1. , 1.0 III PHOME OTI QAWE. � =14 M, 29-176 =MOI CAI .. py� sQA,p,V;HVLwI/I 77!::4- � III ,,, px- 51--i-a - - .., =. - AM LIL I ­21 � ATE �� ��� . - Ite TAPCON ANCHORS 0 9, CC, POUFIEGE�RETIE_ i ,,­',� on GOT I ' ,,�J' " BLOCK REQUIRED __4& � . I li, ­1 ,"I I � � i I - , __ � I ­",::" 1�_­_� 1 ! . 4 I I; � 1 _vaAA­ : - (T� , r- eUveiva: - � �_ ; I ,HOT 10 r I ! �I e I "`_­� I I I I I ; : I � . i ., � , ". �, I ; I i I ! : I I ; i I I -"-,-,F -,-T--- I i I ��.-,-,- , �,� ""q " �, I "A G Co. 4:-�,-)* � INSTALLATION QEJAILS FOS OPTION 42 FOR UEE SAFETY STORM PANEL SYSTEM INTO EX15IING POURED CONCRETE OR CONCRETE BLOCK SIRUCTURES , __ __114' TAPCON ANCKORS 1�4' TAPCON ANCHORS 0 9_ ____L�.' TAPICON ANCHORS D.C. � -- --- 4 III* Oz� a 9* TOG I : I POURED CONrCRETE 1111� POURED CONCRETE. ; ", I ,,,� OR CONCRETE ,,-,� 7 , POURED CONCRETE � � , , OR CONCRETE ­ OR CONCRETE � �;� TED , , I OLD" PEOUIRED j , -, ,� i BLOCK REOLT; I ;� BLOCK REQUIRED � I - , _t ., � T­-[:� C_ � ff- 1 j J14, 1 - ! " ,_ " , � ,­ i 1/4 I 1/4' 1�_ I : � � ,,A- , I I - - r ., � - I 1 r , ,-I i ,L1 , MsA____ - - It � "I T MI - - I - V­ ­­ --I , I E.?,* , " I 0114 � T I I 'z-'� � ; I I .11 -1-1 � ,�', - I . _ I I'll- I � I : I- I I I I � , - I , , , J'A""': 1 1 �., �, � 1, I'll :� � - ­ I i � � � I � - I . __ , : -I � , �11 �, : a r _�,,-, (2 _ � I i , - � , , , ��Ilt , , "I � CONT . � � � L " �_ .- � . CONT' : � I � ; I . i : : . I I G� I --, - 0) I AAI ITT : ; _a I - III tc 1 . - G 1i; , i­ =r� , ,;R � � : � I- =III � � - F_ - IQ ji. ig�rr , I - on : I i i ; � x I I i I 1 =,4 99 EXIST)) ! � � . M � i � i 1�� 1�_ , - - , i ­1 ,,, I I , . , - GLASS i ,Lz,45 I d 6 I I I " F, , I 1,4 � I �. I � 1 do, ; 111� - - I 1:1 6 ; : I � ! � F I I N ti I - i - - i 0 .4 g � I I ,, , � �; E) I � I I-, , ; � g . 41 ,i i I ; I : 3 �- I - g a I I I., I 'T . � I I I ?, ,,, � I � , , , , , , � : , � � - - I I I I. 9 �-, " " " i � f , ­ 1 �, - ./ , , 4 � ­­w , J" I I I A. ;­v;�,,I- " I 9 - IT, , -. - - I I "- w . 4 �__ _ �; __ . q : ; TI, � ... � ! : i &`,� . . I - 31m, - .0 . 4 : j , I A4 , I I - i I I I I I � . 11 __ - - - L, - _,,,x, L : ! . I � � , I - -,:: --- -, � _7 e,..: � I - I , __ -- - I I ; I'- - , ­ i � I I I I I I ; i � i 1 w � ! i , I � I 4. � I � I I ! I : I � I � � '77- 11 , i . � _17f- � � E, , _____'_' � ��qw ; : 01 'If �1­171 � � _ 1 _77 �� I 411�11`1�111X­11 I �', ­ � _3 1 � C� i � , ,� � , I i I I E DA (3 IL ; I-- , I - 1 4 ___, , � , � � ED-. I - I Lo.. �� � - : �, I �� 11 I P - , �, , I _ L 11 I . ­ I ". :��, �1� I'll, � � - - "I _U4 I � 1� ; I .1 I . �� _-�� . T I I I - I J,� :�, , qT=- F4 I I - T I � � A ___ - I -- - i/2- _- ,_ - - I .1 __/4'4-2Ox­3/*4*S.S, ITS Wt tr.�3/32 WING NUT WASHER - -_ 1111,_E_ I I I �,rx i �, -_ I --- ___ . I I/ w/.-s.S. MS. Wt I I "A'0­2 'OI WING NUT WASHER �f__� I I -- 0 ." , 'I , 7/8T, , 3,432, WING OUT I _ 0-1" �,yiro � 3/32" WING. :, ,e�l I 0 12 1/2* OX� � ; -� - � , � I I , (BEYOND) PIT, � WASHER 0 12 1/.7' OI I NUT WASHER (ft`MHO) I ; I I � I /4' TAPCON ANCHORS 1,`4" TAPCON ANCHORS � :._ ____!/4* TAPOON ANCHORS � ; ! _____;4t� TAPCON _,_ _ __, 4 1/2' D.C. ,,__ ­11-1 0 4 1/2* O.G. 0 4 1/2' O.0 : ORB (MAGGIERIM Wt SIM) (STAGGERED Wt STUD) 0 4 1/2- OLC I -POURED CONC AI � ;!CURED CONCRETE I... 'POURED CONCRETE r - PaVI CONCRETE OR CONOR LOCK ETE REOUIRED j INSTAUATION SMQN OR CONCRETE BLOCK RECUREE, WALL MOUHUNG INSTALLATION WALL 38 OR CONCRETE! MOCK REQUIRED MOLIMIJBIG INWALLATION WALL OR CONCRETE BLOCK REQUIRED MOUNTING INSTALLATION AA 0 &EQMR PANEL SCALE 3/8�.I" SEMN 2 LI SAEM eANEL SCALE 3/8-1- SEQ1IONI 46 9 REWAM PANEL 0 SCALE ve-1, SECTION 4a LIFE SAEM ERIEL SCALE 318'.1' "I. SEK SHM TO A 20 FOR AHC"M ME & &WtNC FOR WALACONS IWO WOOD AMI Ift - - � NADI WAM (.4 A FRAME BUILDING WHIARIM ANCHOR SPACINGS AN ` "N"'A' OXIC DISTANCE ARE ftDCATED am THIS _!t- SCHEDULE POR ED� LESS TKIN IMUKAnD ON �="`�,_-_ ___L_ A SCHEDULE REDUCE Akunce SPAQATM By VVILITTALYPIC SPACIAG S400 ON SCHEME XMIN. 11A om INNIXG AN" BY THE FOLLOWING FACTORS FOR THIS OPERATION TO K -=61- PEOUCED __ - I , II ___ . __ -"` SPACM OBTAINED LVNG FACTOR SHALL Not 2 i/2' :-- BE IHAH MTKAAVU W-C.4 THIDICAIM FOR VIEW MICHOR TYPE ON THIS SCHEDULE ____ I . _r - - _136a __ - -------] � I�,. I CODE I __ - INKALLATION DEIA-IU EO OPTIQN #2 FOR LIFE SAFET 8 _Y STORM PANEL SYSTEM INTO EXISTI-NG WOOD STRUCTURES ­ _� - �_,_ _ -...I ­ - � , I I, ­r- - 1-1 ".:- __ - F-1, - , I I - � , - - r 1'. _______4 I , . � , I __ � � ��; , � , � � � - � I , - , �. _� � , � 11 �IL . ­ -11 ;11 " -1 _ I,� � I , - �1. 1�_ . -1 11 i � I 'I, "'.1 "� � 1 1/4-o LAPI 0 a- OI ,,, I � _ � _ __T/4 0 TAKILIN 0 O' O.C. �11, - :� � , 1 I .1 l� � " 'I THREADED T_� I 1 - - -4/1 T/2* MITI THREA&TER ,. I I . I I I 96�� WOOD ,�4 . PENETRATION AT WOW I I., � I I I I I 1 HEADER I �.F . " t I 1 �, �` P- I 'L I �, � ! k I I I I �, - I I I - � ) , �. - I - -.R mrk il -1 4*,--V&- r ,I � . I - I- , ..., 1/2 I -I/.- , , - - 1/2- I 1/4' , % i I , '� , - - - _­I I , � , ! h" 4III. . - IT A" I � -- I WOOD IfEADER � 2 . � I I . t , �. � 1 t I � , �- � � I WOOD HEADER �. , - I �, � REQUIRED __ _ ' '_ I I wiI I �11 I ItrawRIED - � - - I " , 1. . , . I 1i . � . L 11 � " ; k-a IL �,­ , � i� (:,) LEA I - � I I � Cow. I ,. li � L_ . � euRr 1� �1* - � [ ­r;=-i,-11 i__ L I LT I", � � I " t I " I I (3 i � _�11] � � _31 I I , i I " i __ ITEPARAIII0, I i � i To GLASS f � �_ Tea so� - � ! : I � I EXI's O", sTiOur TO) ; � I �9 I -, EEKAI I GLA, 'L, � "L' 1 . TO GI : I EAF. .; III I � - __ , - .- IF- (w vxz,u --- - PANEL LENGTH - - '_ __ - Ic - I PANEL LENGTH 11 , SEE NOSE I t EXISTING I No sTev 'a) � (SEE NOTE I BELOW) 1/4*40-2oll. 1 - , I ) i . GLASS- i � sS1 LIS. w/ -- - I_ - ­71 1, I , y I I ': � II 3132' � I � - ,�"­ I 11 " LIT �1 � i �4 :_-,�:": � " � , - I � I I , , - 11 I 11. � f .., I , - , - �,, __ , "� - - 6" I , � � � I I , - I , � i � � � t I:.- i � : . � 1_� - I --- I � 'I : , , 4, ; I I i I � I I ; � I - ­� - - 1� _., -_ . r --- -1- ! � I . I I . . - � � : f I I ! 1 - . I r I I I _-:a, i G . i i !I � `- ' I . �7 - : I F-W-7--, I Vj7-­-_ i I I I - I I , L_i, I I � � I i 'I� I I I 1�__­�_�z , ra-­_, - I �Ir � 1 ED. 1_�� - "" - � _­_ �_ , I., -- -1, 1_�M-w I ,,, .. , - _11110 L I 1, -, --,I 11 s 1 1 '� - ` 4" � I ED: �,��,�,_-_'_'4___',Ll ! M___��,__ - _'. I I _,L��� , I I 1[ - --,-. _j I- I I . , I � I I . I il I I �. J/8"o . .11,32, WING NUT "* WOOD P I I � We A - 3/32* NUT 2'.4* WOW PLATE �, WE ,_ I � � WASHER 6 6 t/,- D.C. REQUIRED, - - , -1 - , I - .. - i. i REO'Bre, . � � I , �� , WASHER * (REVOIND) o I , I I � I 1: � 11 L 1 � I ""-,Q I To PANTETUAIE PLUS . . I I I A � I',- 1 I � -fi-B I � [I . . ­ ­ - 1 , - - '- ­- � . � v � I/M'.n. - L I , . , '/4' cc. w/I j�B4 ' , I, ,�, , I � MIN THRLADED P ETITATION MIN. THREADED PENIL711ATION �: ' ' ' J.- AT MIDWIDTH OF PLATE I AT wamm OF PLATE . I ; , , � ,, , 1 1 I - __ --- � ,.- - _ . - -_ e ,_� __ - � - ' WALL MO 1 STALLATION A&w_jLQMdM ALTERIM90eI214 AIIIIE-MW 0 ... VA00"fifflo, aaw 0 REGULAR PANEL ,go N- T14jj7s, 0 U111JUMM-PAN" - �. ""'. �'.,.�� --I V'. -�I_ SCALE a/a .�� e . , se \ SCALE 3/8 FLORIDA BUILDING CODE (High V.Iccity Hur 'come Zon.)j z hom � .., " ,lm TITUTICI), � FAP = � No 44167 - � 20 GAGE GALVANIZED STEEL STORM PANEL -, E �_-�, DRAWN M: !� INSTALLATIONS ARE ONLY VALID POKE BUILDINGS WITH A_"� DESIGN LOADS - ; TIT =* * -� -_ II- -_ - - , UP TD +55.5, -72.0 PST AND PAI LENGTH UP TO 8'-8' z '. ��_ ---- ,�, / GLOBAL PROTECTION PRODUCTS, LLC, D7/W' I I - ,,,-. S ATE (E'4 � / 11LIECO..."II am A.4- � ____ - I � 2- FOR NEW WOOD FRATITE CONSTRUCT-: - MEMBERS TO HE SOUTHERN \ Am s... 51 STREET , � �1�1 ;I NO 21, Wt SPECIFIC DENSITY OF 0.55 on EQUAL ... - "E"Two . - _,AJ0 F_ =14 .. - P"O�- (�)ITWI FAIT: iioAKTBI 20-176 -­ = "s, ", " All - . w*'-' I -, I - - - ­111;111111TI� ;#,I-. CA -Cow, I' -----T- . MAAAK . ....... - - � - X/24 8 ,�- NOTE 2 BELOW) . 4 Wt M IN - #.14z�gs I'/24 bI 4/2 (D-0 08) (SEE "Dr, 2 BELOW) s- MO. 2'/24 * 1'/24 W (KE NOTE J anice) E, FOR COTACRETE AHCHOI SEE '. I - CONCITEM ANCHM + T P III fq , I h-- 1 OI, - -4;-. - SCT*DULE CH SHEET 2rx, FOR WOOD SCREW 31� __ __ CSID, _-4- _w 2 - � I- III r SEE SECTIONS 4M SHEET " A- I SCHEDULE ON Y�w 2 f�,. �1.11'. 1 f , , W.", AT 2 I I i / - �- __ � - - - � f"M __ - - 1, - r : & :5r . __I +.- .. 112 - ! 1 i ,-, I j � �I f - � 1 -1/7,1- ,- 1/21- . ,5�,;Z-; -7--1 1 , 1 i I I _- -j" I I I � II � � 1 1 -� -7, �j, -T i .t _T - -,-- -, ,` I I I I � 11 � - � I i � � I 11 1� " - � i Hil I �1, j! I 1 1 " �! T Mil 11 11 7_11 *11 I 11 I i 11 , �,, �1 1� 7��_'i �, fril 714 11 ill i I Ill I �, Ill I �i � Will I � I i 11 I I I I I 1, � I J_ 111 j L.1-1. It 'j_ I L L I 11 L H _ _ - � - � � _.- ­ -.1, - I -Ill - - I � L­­� _L � 11 I I __ 1 1. � �JRJ ,_ - __ I T-;;�, " I,,-- -, - � - , � , - - ­ ___ -1 11 I [_ _ ­- � 7.1--­= -1- I. t I " % 'Ll -- -1 1. , " ,Wmm� , , I I i PAII r ii'I � �-II --,-- - ­_ - , E4T 6, PAMD� I On PANEL ISE _� __ PANEL) I . (END PAR : ) I , 'i � (I 7 ,pOn� I , I I SLE Won Z. I A Onow I "In A . 1 1 , I , SEE NOTE 2, 3, 4 BELOW J! I 1 , , I , � I i i 4 1 , S�ja NOTE 2, 3, SEI RE i I I � I 1 - � , , ; I ! 1 1 s ! .1 , , " _"_ I . -I I 1 f I I i 111 1 i I, � 4,", 1 1 1 Ll I I 711__-4- � I I I � I � , I I I I I 4;_ i i , ! 1 1 , I i i i III , I I � + _1I I �!� I , , 11" ; I ��,' I I 1 . i !ini 1 1 - I I I I [ 11 i 1411 I . � , I ll ; I I I f I I - 1 1 I i 1 1 i. - 1-i i " PAII - - -; 1 � �II I I i 1 � , � � 1 - I I T 14L II i , r � I � , 4'6- Q,�/A- Wt 1 1 �;� I , � 1' I � , i , I i i i M I f I i i I I I I i � 11 1 1 1 1 I I i I I I got -To III 1 I 1�, I I j vw � [I 1,1 - I I r4 �2 WT S .1"t 1 I I I i � I I I I �_ , LJ , i 1, A_ t 1-H[l] j I L � j- E I I - I _ - , I � _ --- , 1.q 40 U -L' [- i F r, Ili !, i I TI -1-1-f-t-1-1 i , ­111 i I i I I I T Hill 1 40 Z It - I, � I f I [ I I j F] I ili_1111 ' - � I i I i 1 . , � I I 11 � i � . �1 11 1 f : I I i � i , I f i i f � i T " ' 11 1 "�' I K � I I I I . � s I 11 I � I T! 1,111 i I i , , T _1 _L I I i I I I il t ;; �� I =ift I 1.! I I I !I �� I 1 1 I 51111 1 , 1 1. " IT " :i` ,�11; 1 , � � I I i I; . ; I- 41 t-14 �, - I � I �� L L11"J'Al 11 � _L-� , ... � . I . . _�__`iI7____. -I -Z---,- - ­_4 . I I I-,- * , i SEE �. A iaw , 7 5 (Tyr,) !A.. FEE 'I 3� a, -� - --Ir-- -; - _�__4 "'N"U"', BELOW I E - Me Co'"VE ANOIM; sa V. MAY RE LOCATED, _!;cHMUE . FOR WOW SQtI DLWP TANI I I SHM M I /2* 1 ,/v N, ; M SECIXTATS � � 24 I* M� � SEE NOTE I Ij"WPANELS_,._ I - BET. 0on (DW/ on ./O@ _ (2) - LAST PAI (D 10 RE IN I - guT To BE ing �,- I ALWAYS IYEICAL ELEVATION FOR SERIES 2000 QPVI SHALL ALWAYS EST REAR HANDLE - I- IT 'W a TE jFAW " EU-MION TO FACILITAII WVAUA%Oy OtnFID FALA ES, I 090 'I, BRI W"D TO BE INSTALLED FROM 0 BE INSTALLED FROM 11 I IN Or STRUCTURE E=Z_BAA INSIDE or STE, UCIUII - - � .. j SCALE 3/4,2* . 11 L_ __ I , --- jf-1/4' -, CAP - ­11-/4' WA_ GAP r-/4* 4- CAP )'A' ft- GAP I - I _'A * I - . _>_/_iAIiz_]�_/ w7_7"`N_,_7_72W"7 -\v I/- \__/ ill � 7S / N \_/ 1\J1 ,,I/- \ I \-Z - , _­IW // 0111 (r,-@./ - - @. @ ;7� (20; 1 SECT112N A- SECTION 8- At CHO PANELS) S'Ax st:D- - v- NO SI Arw - 1, (1) - ; E - Z HAND STORM PANEL SYSTEM CONSISTING Or PANEL � dou , rtr. TRACKS AT TOP & PANEUJAIT PLUS OR Te LONG A_ BOTTOM Wt FANUMATES. (1) 0ErML1q"_2EBjS_= t - I HAI S70RU PANEL SY$TEEA C*NSrNNQ Of PANEL � C"F'_ TRACKS lrvp & BOTTOM, t2)� END PANELS $HALL ALWAYS BE CONI TO - - BY MEANS OF (2) ZD PANELS SHAUL ALWAYS BE CONNECTED TO BOTTOM TRACK On-fETWASE A STOP FAR I, MAIVES 1$ED NT" I 71- LONG K AT 801101IL ' END PANELS - , � sm ST ��D TO ,j SHALL BE PORI AT TOP OF SUCH PANELS ONG NUT OR 1;�;*I Ap .*SiAP4EJ/%/.& AS ,L,,h (3), IF END PANELS ARE CONNECTED 10 PTIOTIA TRACK, CONNECTION S+ALL CONSIST OF DESCRIBED ON (3) ELOI T/4-*-2%3/4' M-S. Wt 7/8-0I WI NUT OR 1/4-0,;yC Mi,, 14IUMBSCREW (3) FOR CASES WHEN END PANELS ARE USE TIM TAP D OF FASTENERS MAY AT EITHER OF TWO EjQQLVtQT/ EQ��O ( AT BOTTOM TRACK LOCATION Ell 81, RI K 2 , - LAI FLANGES OF END PVANtL I M PANELS ARE NOT CONN C Q PSTOP BAR TrW'07 F - .1 PROVIDED AT TOP OF SUCH PANELS (r (4). IN CASE THAT, END PANELS ARE NOT CONNECTED 70 BOTTOM TRACK F­ A STOP W 15 ONLY ED K (4). FMOR AVAMSITWHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY PANELS SKILL RE CONIECTI, TO BOTTOM Me 0 0 AD 'O."M TWO OL14r 911. WALL OFOMAN TES6 ONE INIEFITOR PANEL X%NS USING SPff 141OZIOTPEID ABOVE 114 SUCH CASE, CONNECTION 01 PANELS MAY BE I To ROMM TRACK MAY OCCUR AT (A3W) PANEL LOCATION. Uw JOINTLY Wt TRACK SORT AIVaIN BOTTOM TRACK TO WALL W TWO PANEUVATER FOLLOVANG NG SHOWN ON ELEVATION AND Wt v 4K EE (5) SEE SECTION 1% 3' A! 4' ON $;IKET 24- SEE ANCHOR SCHEDULE ON SHEET 25, Z. EDGE DISTANCE, FOR CAS OR - USE. - L / I NOT NEED TO BE t I=, CONNI , MEANS ,-EK, - 0MU410110INI ,,,SIALLED OF " (F THAT ADJACENT PANELS (� 9 LEPT 1A RiI HAVE , '! , �.� i ral., ,I+ �7144 OVERLAPS RETAA D � . 0!��t� NED By , . �� #N, �'. �, " %V�EN , V "\V, E N, '-. !;� FLORIDA BUILDING CODE (High Velocity Hurri"ne Zone) It . ' :�� PI IITIMC� - z z I = No, 4 167 '. - 20 GAGE GALVANIZED STEEL STON PANEL :: DIVAN " = TIT " (' ­ �_ �J_m _�_�__ -5 - - 1 -o". STAT OF - Qz z I- - I- - GLOBAL PROTECTION PRODUCTS, LLC. "1mm/v- 100"-, IrT, Iaic 0 I �--. ,qo fo, W IL 000 !LA 51 STREET " � )A_­� ...--- . _ CAW, I 3"I. , ZtW ""OOtfA% `--�,N�i,;-., " "­ 04"M -10-1 064"_7�4 rmr i,)RW_OI 20-176 ,-two Am - ,­W"', ,-a � - I - - "�V"'In'"114,EWIII , C`­vI - I - 1- I - - __.�� *AATTA A, " �,,, ,� - I -11, . �� �� �1� nof" 11 I V I - I. OF TO gi . - I E�_ - . I., . POURED, CONI OR CONCRETE BLOCIC RtOUBEED INE6LLAIION DETAILS FOR OPTION ,#2 FOR LIFE SAFETY STORM EANEL SYSIEM INIO EXISTING POURED CONCRETE OR -CONCRETE BLOCK STRUCTURE5 _,_,1E4` TAPCON ANCHORS I,.' TAPCON ANCHORS It P. Ole. 0 IT. oe� " " � 1p-Nw1111=1.1L , I � I 11 ,� "It - , _�l , `11 � � . REQUIRED - I -111, s hi ­--7�,� 1 , - I - , , I - I 1­ � � � _�� I , _ _ �_,_ 414-10,0 PANELMATE FILE Wt : 7,B'% . 3/32' WING NUT WASHER , 0 6 I/,- ac, POURED CONORM GET CONCIII Doer, REQUIRED WAU MOUKONG INISTALLAIJON SEMON AA 0 REQULAIK-WILIA SCALE S/r-l' 11 - I SM WEST 10 & �* MR M%OAS TYPE A 010"a Tot 1/vIA I 1/.,. SPAI MR IZALLA= 4I WOOD _ - 4I Awaw WATI 0,I,E: NAME BUTUDING, MWINUI . Cisw.S1tMr.A`I __�-_­7­ 5 A SCIOEDULE FOR ED , LESS THAI AADTI Ok SCHEDULE REDUCE .Z�bft wA:TNG by MULTIPLYING SPACING ITHISTI OY SCHEDUL-1 T_ .= ,=,HL . ., __ 3 � In AMK M pz mvew rMTOR BY THE FOLLOWING FACTORS FOR THIS OPERATION TO BE POSSIBLE. REDUCED I __ , -tir, - - - - � - , -- --- SPACIAIG WAM USTAC FACTOP SHALL No' BE LESS THAN kII SPACING INDICATED, MR EACH AN04CR ME IIII � SCHEDULE I ,,�- - - - - - -_ - - - - - - __ - -r- - - - - ] ­­ - "M _'ot __ ____�_I/r - - 1 1114- i-_ ..- - � - I I r- I � � I I � : f I : ��f2 I . cow, i � . I ­_�" ; � .13, 1 I:= � I T r ,AeT,'o I � � I ! r r - . I I � tn_� -----I 1- I _.� - - �_ _____ - "� � I , I , i ,I : L --' - � ­ -- I 8 I i ! . ,gy 1 __�A____, -1 a- .,8 ­­­, - ___ ____ � � 1/4-;: V � - - , ; e III -1 11W.-i I ; If ,I 9 � . I 1 w7I`W­ + I , .- I- ­ --- ­­_ _ I - � i - - __ - - , , I I � � ; i : I � I 1 _7� - `�� � - I ; � : ,a IF. . ,7 � � � 7 �_� . - ; E-c- X I .. I . , - , , .____ I � _1 i , �,, I, ! "I - 1 �OM4_ t I .., - � � , , , , . I �� ­ , I_ - --- - I - � , ­ I � - I- � " 14-W. PATWILIVATE PLUS W/ � _ _7f ,/S *4 , 3/32' *-I NUT WASHER (RE,C-C) 'POURED CONCRIIE OR CONCRETE II REQUIRED WALL MOUNTINra INSTAUAIIQN AECMN 58 0 UFE SAIFETY PANEL ,A00441040% SCALE 3/8--1- f!Q�N�,, Al Ni�-..�Y\ , - I - , , :* No� 44167 ', :: *: 1* � - - .O= ,TUBI We. �':�% STATE PE, ' lOz 9 �, 1� 0:�'-_- "I � - _> ,-Zz � - tzk:-� IONAL��'� / 1hown... / .:.:a- Q. ___ - TWO - ,� .. I CA_TKI "c TRER"SWIL-TE/DATE WATER A in .I PC __ ___ ------I- � I- � - I NLCAI "tN __ CII C\; Rb, - 9__ " 4:::�I` I--- � r __Q ...: .!? 4? - NZ I * 'a - -z, "Z - ,� ,:�! e. � (b _%,- , �'4 ..4.� C �� q- 4L 4- A "b , Z.::r & -4k I* 4Z7 9 C.) I- I ,All 20 GAGE GALVANIZED STILL STORM PANEL I OTANI & .OBAL PROTECTION PRODUCTS, LLC. 01/21VIOUT, III ow Sl* , STPOR I CAII rL 1QUI, pKNE- kE,A)w-1SAI FAX: (05,I)TWO-1797 20-176 . I - I - I - I Attow .1 L ___M �'111_ 11 �_114___ =1 � =- - ;; �1.0 a I GENERAL I=, MUD E-7 H" =0 EMU I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EMLIATION OOWMENT [P.E.D) 14AS BEEN VERIFtED FOR COMPLIANCE IN EI MINIMUM EMBEDI OF TAPCON ANCHORS AND PANEUAAIE FEMALE TO & PANI PLUS IWD COI ­ ACCORDANCE WITH, THE 2020 (7th EDITION) OF THE FLORIDA 81.111.4)(ING CODE. BLOCK SHALL BE I 1/4- FOR A WIND SPUD AS REQUI . FOR A OVICICTIONAI FACTOR IQI.0�0. USIAO ABC 7-16 AND SHALL WT EXCEED THE IMIUM Sr 1/4, OI 4 SIDEWALK BOLTS USED SHALL Elf LONG ENCUrHjSMOUU) &W FINISH MAT"AL EXIST) TO DESIGN PRESSURE R4I INDICATED ON SHEETS 25 At 26. ENGAGE 3/4' INTO ANCHORS. IN COMER TO VERIFY THE ABOVE CON04TION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCS 7-IS SH4AUr BE MRST RUWCED TO A.S,D. DES" WIND LOADS BY MULTIPTLYING THEN BY 0�6 IN ORDER TO S�3) IN GSE THAT PRECAST SI OR PRECAST CONCRETE PANELS BE FOUND ON THE EXEnNC WAU. TO COMPARE 714ESE Wt MAX. CA,S,O) DESIGN PRMURE MT1140S INDICATED ON SHEETS 25 & 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SMUCrURE EBI SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN S, I) AND IN 2.2), N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRIESEED, 4, 33% INCREASE. IN AUDWI STRESS FOR WIND LEADS WAS NM USED IN INEIR ANALYSIS FASTENERS SPACING TO WOW HAS BEEN DETERMINED A ACCORDANCE WITH N.D,S. 201�, (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS 1ANNUFACIVIRDR. STORM PAINECS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS REM VERIFIER INI ACCORGIIINCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC REPORT IT 2032, AS PROTOCOLS TAS-201, 11 a $HAL I BE ME PESPONI OF THE CONFPACTOP TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER TAS-202 AND IAS-203 IS _To E ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK 2 THIS SYSTEM HAS BEEN DESIGNED ED at INSTALLED ON T14C OUTSIDE OF THE OPENII ACCESSWO, h4E OPENING FROM THE OR WOOD FRAVE aURI 4INSIDE W/O THE USE OF A LADDER OR LIFT, THIS APPLICArIGN IS VALID WHEN INSTALLATION is INTENDED TO BE PERFORMED 12 11HE INSTALLATION GONTRAI 15 TO SEAt,/rAULK ALL, SHUTTET? COMPONENT ED", WHICH REMAIN iN CONTWUCUS FROM THE INSIDE OF STRUCTUTFI C047ACT WITH THE SOLVING 10 PREVENT WiND/RAIN INTRUSION CAULK AND SEAL SHI TRACKS ALL AROUND FULL 3. SERIFS 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG 51YLE WINDOWS WHEN iNSTALLATION I.S REQUIRED TO dil LENGTH, PERFORMED FROM THE INSIDE Or STPUC-sUI 13 STORM PANEL ITISTAUATION SHALL COMPLY WITH SPECS NDI IN THIS ORAW14C PLUS ANY BUILDING AND ZOI 4� SERIES 2000 INSTALLATION 6 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIZONTAI SLOFF5 SreU WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. INS7ALLA-TION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS, We. E - Z HANG STORM PANEL 5Y �- IS PATIENT PENIOM 5. ALL ALUMINUM EXTRUSONIS TO RE BI ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15 W THIS PRODUCT EVALUATION DOCUMENT (P.E.D,) PREPARED BY THIS ENGINEER IS G04ENC AND DOM NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROAECT; i�e, WHERE THE SFFF` CONDITIONS DEVIATE FROM THE P_F_D EL ALL ALUMINUM S�HIEFT METAL USED AT CLOSURES SHALL HAVE 310I ALLOY. (t]) CONTRACTOR TO RE RESPONSIBLE FOR THE StLELVOIN. PURCHASE AND INSTAILLATIONT INCLUDING LIFE SAFETY OF 7. ALL SIM, S44EV METAL PANELS SHALL ,WVE STRUCTURAL QUALITY STEEL, ASTM A-853 GRADE 50 MI GALVANIZED STEEL IH5 PRODUCT BASED ON THIS PLO PRONTIDED, HII ODES NOT DEVIATE, FROM THE CONDIT10145 DETAILED ON DESIGIAr" W/Py- M.5 AM (AMA ROI FIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RGSPOR,SajI 0 ALL SCROAS TO BE STAINLESS STEEL 304 ON 316 AM SERIES OR CORROSION RESISTANT COATED CAPECIN STEEL AS PER ORN (-) THIS PRODUCT EVALLAIRON DOCUMENT WILL BE CONSIDERED 114VAUD IF WCERFLUI SOO I 8 Wt 50 ks� YIELD STRENGTH AND 90 ft; -TENSILE STRENGTH & SHALL COMPLY Wt FLORIDA BUILDING CODE SECTION 2411.3.&4 (d) SITE SPECIFIC PROJECTS SHALL. BE PREPARED By A FLORIDA REGISTERED ENGINEER EIR ARCHITECT wHII Wlu 9� BOLTS TO BE ASTM A-307 GALVANIZED SIM. 09 AM 304 SERIES STAINLESS STEEL. WITH 36 I,,, MINIMUM YIELD MENGIH. BECOME THE ENGINEER OF RECORD t[.0,R) FOR THE PROVECT AND WHO WILL BE RESPONSIBLE FOR `MHE PROPER USE OF THE RED. ENGINM OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P11). ENGINEER. SHAILL 30 ANCHORS 10 WAII, SHALL BE AS FOLLOWS SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) TQ_E&1_T&_PDMfiQ_Q� ��, (.) FTOS PIED SHALL SEAR THE DATE AND DRIGII SEAL AND SIGNATURE OF THE PRO17ESSJONAL ENCINEER 0, - 1/01 TAPGON ANCHORS AS MANUFACTURED BY ITW. OVILM, INI (MAL VC-3192 v.,.i.) RECORD THAT POEIPARED IT - 1�4' 0 X 7/8' CAI ANCHOI AS MANUFACRED BY DEWALT NC� (MIN, VC-3000 p-Q - 014-LO PANEUI FEMALE TO * PANELMATE PLUS ANCHORS, AS MANILLFACTLIRED BY ELCO CONSTRUCTION PRODUCTS 16, STORM PANEL IVANUFACTURIEFFS LABEL SMALL BE WCATED ON A READILY VISIBILE LOCATION AT STORM PA14CL IN ACCORDANCE VATH SECTION 1709S.3 OF FLORIDA WLMNG CODE ONE LABEL SHALL RE PLACED FOR EVERY OPENiNG, ti'­X�a P,.J) LABELING TO COMPLY WITH SECTION 1709,91 Or THE FLORIDA IBUILDW. CODIE� ki) MPUMUM EMBEDMENT OF TAPCON ANCHORS )MID POURUT CONCRETE SLALL RE 1 3/4- AND 2- FOR PANELMATE PEMAU 10 A, PANELMATE PLUS. AS) MINIMUM EALL MENT OF i/41# X ?/II CALK-N ANCHORS SHALL BE IS 7/8" INTO CONI NO EMBEDMENT INTO ANY FINISH MATERIAL SHAUL OF PERMITI'M !/A- A-20 SS SIDEWALK BOLTS u= SHALL BE LONG CHOUGH(SHOuLD ANY FINISH MATERIAL EXIST) TO EW-44E 3/4' INTO ANCHORS. "IFIN.."', '0_ 10 A,3) Al CASE THAT PRECAST MNE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON 7hE EXII WALL OR ���. L ��21'rolll`k . FLOOR, ANCHORS SHALL RE LOW ENOUGH TO REACH THE AALN STRUCTURE BEHIND SIXTH PANEIS� ANCHORAGE SHALL .-`*�TItEiIiij�--'�O-, BE AS MENTINELD IN AA) AND 114 AL2). I � ,�'. c. . i� I ` No. 44167 " S iti) jo_iXL� "I I = * 11 . - , _ �joh=F,TII a ; * .*Z - 1/4' 0 TAPCDN MCHORS AS MANIVEACIGIRIED BY IYW BUII-DEX, !We Ir I- - - - . � ­.- __ .. Tc FLORIDA BUILDING CODE (High Valocily Hu 'cons ZCJI � ., , WOW) - ;/*^ 0 .1 7/8" CALX-IN ANCHORS, AS MANUFACTURED BY GERI INC (Cm-1500 TI ., 1.� , Z I - FP I Az 5k. , 20 GAGE GALVANIZED STEEL S70RM PANEL _�- DAT"I BY - 1 4-10 PAINELMATE FEMALE ID AND PANTUMATE' PLUS ANCHORS. AS WANLIFACTURED BY ELCO CONSTRUCTION � - - PRODUCTS (1'­2DI P.:I � �___. 21I ___ - -11 - -,-.. I ! - ' GLOBAL PROTECTION PRODUCTS, =. ""PUE IILIECO..c % - If \ -aw ... �, STREET - ,. _... ... - �� '" TMITATTO 4 13TOOTIMPOTO COWANY "ONT, CAME, F­ � I / ,T1 - - .T. Lw)m­,�K, - A".T8I 20-176 _ I - O.O.- "� lr= - 04­00GO710 PI SEA1,1PONATUFREMATE P. _!A�"* __ WMA A, Tug fz � � ���� � � � !#-=7=-:# =7,,,,, , W, DILW Li. 4- ITT I I I - _'... - INSIAUXION ZIALULMIR aERIES 2Q00 AND 1000 E-Z HANG STORM PANEL � 1) jNTQ E!QURED CONCRETE OR CONCRETE 81-OCK - , -11 11 o"'k"'Te ,-�.,, = . ­ IN -M `­�--­, " J-�4 - W _-G) - CIA TWCTx .) I ­ - IN, \ �,� �­ _ -3_-047____ ` �, W."ILAIV ;a�ll : " \ � I � - r- - - � � ::� 'L�I` ��, j j ­12- - �. Ff - I MILKED i ,,� ----(5,i I ,�.�l, I , I .... 0.0wa I : I L _4-6-,.,_ OI ,. I I � � s.w TP) / ,--_!:��j,j_ "'w, AI �" .1 I , ,�� , I -- A.". Ir.. �� I! - 1� Vll"-44 � .- - I � -4 - "c"I I 'I ., �� 1401 "", I \ I - , 1� ___j 6 � I I ­,�� il � ',INI 1 " _j � � HEAD ` ___7 - - T ��,, -C4 I - : � ­6.-a-g --I = / 1� ALA 1 -4 I �1�1 .,�, wx DOAII A, \ .1-1 I ww.) . L_ - - - I - , .__, I ,L � � 0 �- �. , I , I - , �1, -11, , � -�,,�,`, '=,v�-, � I L 1 J:7) - &-A ,o - A_ ---- 1.� , I- ,.- i . f i I " _. i � I ,.' 1 1 :1 � Z:: i 1 -_1 11 -II M -1 r. I L\ - � � '. I , I 0 5 I I � iI i i 1 1 3/Tr - TATA, I I I . __wI - i � - - - 1, ; I . BAD -V I -1-C, ) ; a I T ChO -�,�,_-_,_, vn�l �� � --L":, - I - i I I i . I 1 : I ; i_ I -0 I I n ­1_1_j.A­ i -Y,- R I i I! 1 , I I __ ,_1- I -_ � I f I I ! 1 1 I 'O'Nf SCIVALE "U � i I 6 I I I : � ! ME sC,AEoJu- 1 6 i i I � I I -- . I i� D1 _k_ 1� __� I I- 7v- i I I I . 'w i � 111�_Ic,L,14� I A , 6 I L FOR AI � I ", i ; W, 1 To .� t L"I IS I I '. - � I .�;. - 1. I to cUI - it I SEE SCHEDULE 17 - �,j I/,'--/" �- "" I E i I . �!, -a MT /V-f- r-r-on ,I S7AsI I -'I , . S. 10 alm - I A ( 4 i � ­1 ___ I I 1�� N I ;w-.,,., I ; .zl CYCRY OKSW 5 i i - .m-a.- TO GLASS. 11/:-1117AIII ,-"I InKI I - I TVIAv OgRUI I a - I - - -, -I 'VIK, TiNow 1 1-1 3 q K I I 1 I I ", I �, I I i - 9 __11, - I _111 . iI gi� � ,,-, 11 , i -- _1� � 11 ____ - I 'I - I 0 1 , Ig : 11- 1, -� 5 I I - I g I f I 11 I 14_._____1A_4 i ; - 41 1 I i . __ ! �_______7 , i 2 - I T I I 11� 11 I � I , '" I ,,, 1; I If! ____.___­7 � .. 11 .1� : - I [ I t � 9 9 �, - , j- AT ­z',,,�,�,:. ,:, 1. I 'I I . I I I I I .1 3 1k111F1_1P-_­- -1 I , Ir-a--j i i - - I 11 I E . I , � I i � If � i .;", §§ I " �,:�11 � I i e I " _;,-�,,,; L, 1.4 I , if , I ; -I , "OURED 1 1 ..I .I I 31 � Fl/ I I I , CoKO`m -� , , ': . i I I 'j. " I =- _111� I � 1 i - . I / -� 11 I i , -] 1� J i - .. : 1 / 1". I I � - - I ,� --j I -- 1 - 1 I WI , , - -- le, § �.,;, __ �� ... , I I ,� I I , - % I � , ­ M: I ,� 1 I i I I I 1 ))) I 4 qp , - , - 3 " ,,_ I � � ,�, I I'll ,_ '­ " d it - �, I ./ � = . 11 =----I L 1 I - 1 I , Zv­_ - 1 iv*,�m�"4 � � U,r1#1 w To I _', %,%CiIQ_ -,, :ia ] t1w ... I , , � 'i'AI". 7, e_ m -1 i - , J I 111� 1i 1, �� � I "I T/. � - g �-4�- �� CC= .1, ­­/.- ft"ATAIM ;; I I I /, ;;;. ;", � I ,.,6 COATI ,��;. 16 ­/.'_2I - - I - II .s .P,ww /w p �L I § 2 .,__� "'e", " 'AiI =:�� S -7. - ,��, 1 III he" 0 -..=--/ � . voncv AI - _C2 I J_ - I ". /i , �, I �10"� "I � "' I MTE &=I- P. O'N't"I 01I �I I \ 4 .VT �r _-06 .�,,��C OLL MOUII II Jim .WiCirrx) SEOQM � SECTION I - - 0 SCALE 3/8-1, wsl"%/� I 2' SCALE 'A. �_ C11 I 1102-1. i, FLOOR 10 CEIUNG MOUNTING INST, SECTION 3. SCALE 3/8-" BUILD -OUT MOUNIIII INISL SECTION 4' SCALE S/6.1- - SEET ePEC, I / I. - IT, (i) EEC "C"We"N's FDA` TAE OF AT w AIT I Is � - 11 ..... - " C., 0�� WT I== .- * 'LUIVI 1111104, III i�_R z , �III ""'o - � ... � /,� %. -111 0WAL'I Me ITT, "Ev, TO 'F4� - ____(�') I � . I _.- , I . _ __ W Vb n-- , , ,f -�`6CIEN4�:%��% ,� . . z ... . ' 1r, - . NO. 44167 % I __ *: . - FLORIDA BUILDING CODE (High Valocity NO cons Zone) __ - - . . - - - 11 ,� & I I 1 - ­­ z z PttT40 qI S_':�%. STATE OF ! f -, , " ", ­� * , ; ` ` , M - 20 GAGE GALVANIZED STEEL STORM PANEL r, DRAII - I 2EML 1 VIEW SCALL, 1/2' - I' r-7711.17I L_:_ LE-L-1i 1�_�_o I r --------- _--------\ GLOBAL PROTECTION PRODUCTS, LLC. -, ." - - ., -1, 1� / 11LIECOLI.T\ AIKK, 51 "E'"ZT S.,,'. STREET I- FL- IF -LIOW" 649I DI FL MI, 117s�;*.OII II__­,ATOW%WA. . A- tHa,&- (w)%T.-)AI II ("'KAO-sTTI An- 1. � (XN - - , (I 20-176 DRANK .- �i� s6AL_/iAoitAFLTNI CA-00M 1. �n. � �m . - .. *AWI - -_ WI A, U; k IT L . M A I �-_�_ Z� . .F .. 42M tl� ; "Iev - . .. . -11-I (1) a) = W ­0 -00 > (3) = 'I 0 C_ L_ 70 C .- ICY) CU _4II­# C-) -0 Q) -,.-, CL U) - (1) 4-5 = (2) =3 -0 0 M 0 0. - M -2 .- U) -0 C C: I- 0�. - q L_ IIIII9 (:L) 3: M C 0 .0 -I Co U_ ,,- 0 - Co > . - . Ln a) (n " -III Co III 0_ = � M -a 'R = . - _11IIIIIIIIA, Cf) 0- < I A-. .&I- Ift I*- Z QA �_ � - . I L� 4 z z w =I U) L. -4., a) (3) -2 -+--a +-a U) :3 M > 0 L_ C/) 0_ 0- < a) C-) C =3 -0 CIO 0 OL - 0 (i) N L. (1) M L. M =3 w 2 < .Z z < . _j 0- SHEET NO. SH 1.2. 11 _. .. 1 . 11111114:1 *-III 349JAII RIFN Aff.1 6:; �i-ill-ititnl!h,*P""M'li�nif.ii3ims I'41,41111,14N14FIIIIIII11911107A - - ?. "T M wits�fi"141, ­_._�__ 24.1pa"wtn,,MILWI,Iim-lrw&_i;m-I "I - - M.xINMJM_ksm_J M­ , MINIML D%-&,"fxyK) 1 1 (SEC W., ON APPLICABLE TO .. NWS .61LO, -75-3 1 70- OR UE&S 2 911V I --- BOLTED - , V. 2% 31 - I-"- ------------+- � 11. . 31w .66.0_75.3 - 1 To' . UESS 2 7/8- 1 I , . . , . - I � BOLTED - I & ,'w - - -w -0,.,;1Nr1 . IAIN.-I 11 -I- . - � ­1 1-1H ,I, W ,Fron& 'm i 11IFY11IM1117 . �I)MII*'.11,J�M;I;A*'i�iii'.?45�T.101'I, m". :�u",;(�*4*lii6.,ziAi"iij,W.Illlii: !! - - OW - we m I ga#1;401�l.'Ir-IRW.IIL#RKni�19*aoi#�ZtIII '-j1k#1#j,m-tI3I1qtI1jJw INTO WWI "mmm. IM � m MAXIMUM WAKWUM AMCNOASI SFACM FOR E_ 0, � _m­___ A.SjD_ DESIGN IT I/?. - __ � --- APPLICABLE -to SECTIONS I; & 1 MAAAAJAI PANEL - COMBINATION ,I m THEM LENGTH 11* W-) PRESSURE TAPCON5 ; I mx-PI I- PRIOAAArt pautt 0 - PANCIAMYS FtU�_ RATING ('_j) m coscRicn: TO ;��,! ED oomOuStE To (:OAR�I I- - ---- CONCRETE I ­ CONCRETE 2L,�IK - To cotemor 5m � = 12* NIA 1 12- . - !1A 1 2 N/A 12' 1 NIA , ______....�... I I' & 2- MR) I I I I" - 12' --.----T 3, A I for --77- y , ,2- _ _ �'. '. ,- i - . 4. S, 1 4' i � V -cearrom) i SERIES ZC%-, I 1, (BOTTOM) �s 1000 ++ I I N/A I Nj. N/A f A I N/A I N/A N/A �! 1/�j 11-_ 2- (BOTTOM) +66.0, -75.3 - .7. --- - _� 11 ______i - 9 t -------. __I __ _ _ _ - 70 - 01 LLSS - 12' N/A 1/2' I i N/A 1 12- I N/A I 112* - - - 1 N/A !, S 1/2- N/A N/A 12 1 4 1/2" N/A , 1/2' N/A 1 V i 3' (TOP) - 3' (SCITOM) - 1 12- - I N/A ; 12* _t .- 1 MIA ! 17- 1 N/A I 12 NIA I i 4' (TOP) I , i 12* 6' i 12' � 1 - 9 1/2- 1 12- p ll* 1 I ,2, I ,I' � '1- .0 _(-­W"l . * UWWTED To 66.0 .,A C ASO. DES" PRESSURE Who A SEE $MEET 20 FOR A004M l`YPC * SPAUNG FOR INSTALLATIONS INTO WOW FRAME SUROM WAAAWTUAT ANCHOR SPACINGS AND MINIMUM EDGE DW,ANCE ARE WOICATED ON INIS SCHEDULE FOR EO_ LESS THAN INMCATE` ON SCHEDULE RMCE ANCHOR SPAONO BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWIfic FAcTQRS. FOR " OPIM4104 -TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACYOR SHIA, NOT BE LESS THAN WHIMUN SPACING INDICATED FOR EACH ANCHOR TYPE AT xj�. Loma ARDNI TYPE _ 11�4� _ ��I' _!___ _ !jj:II� 1 II.V. -,---- - TUAAII PLUS cWU`_ - - Am. ANvWw V,AFAF, (A') 3 _w_1 3 s I S '12 - NAN"r- Lo.=.t) - -3 -) , " " E � 1­4 IWAAAAA iN,,A IN.) --i_- _� -1/2- __ -� -,/l- __ - ; APA14 m ow owom a" - ___21,_�I__ , 1JIF - __�!_ -,=t�_ -�i_-_-- - ::� I. � �--_L-_j - TO --I--- ,, I.- ----I - - - I I. - . I I rt_,� + REQUIRES M.0 DEFTANCE SIFFATEEN BOTTOM OF PANEL 1 )I/2' AND (D TO BE 1/2' ku-11,10,I ++ REOLERES No, DISTANCE BETWEEN BOTTOM Of PANEL AN,, (2) To BIL 3/,B* IV, 1-/-1If,_ __.___� ___ ---------I COMPONENTS FOR REGULAR. LIFE SAFE!Y_ & E-Z HANG STORM PANEL SYSTEM5 I I (SCALE 112=1-) 1 - - - - - - - -_ __ _ - - 15,12S* MA-1 WIDTH) - - - I—- - 11 - __ ­­­_ - - -2-187'- - I I I - - - - ---- - - - - 12 SW (EFFECTIVE WIDTH) - - - -- -- ­_ I I - - v i5,6it !: I ITIZ&11� - , I.- - - IS I f ""' i - --.-- . _ 6 1/1, (7yp�)___ - -1 - I - � �, F_ i .374t­ 10 ANGLE 0 6 114 I .12Z,_ - � . I . 1 00 0 12 , O'c. I I I. 1150 .188'- � - I,SEO, - - 1�350'­ " -- �Joo- , - '085, . -,toL­>-;'-I-'I�O, - � I � - , 11 OAk BE REVERSED) ; ,.�00 '�' , , I I I 4 I , � - ,. - - , -,- I . I --i-S "1I� I , I', - , .; 1?' I 1.11 0.024 WIN. C�) I � '. , ,." - - +1 I ,il HEMMED /k�� 5 '67,. ,�,�� i 17",\11 t" \ / � ASNI TYP "I 1. 2.011DO' .084' - I CODE , I I � "a lt� O.OE N .250' , NEMMEJ � , 1 L ..'25, 1 , I - _j CADI - - - ; G_SO ­ EDGE - MAIL A 49 � OBA, _."'D _I .125' I ­ - - - - - - - - -- ----____, I 5. ,TYP'i VYP) (j) sToRm PANE 1 I I L_i.35wo, -,,,,. - - -L DVAII. A- PANELS POLL BE INSTALLED &WAYS - - 2..M7'---- - I 'ROM LEFT To RISKY W/ 1/2- LEG AT END AT LEFT SIDE OF PANEL (�) (�) M-TR&CK (�) M%kymLmp - , , -1, , , " 1-1 - jr TOP EDGE Oav, (FFIII�) , or PANEL AAA#L�S END UP "� _', � I - " CALVAINVU) STEEL W/ MEATMED mor �', " �, m, .-270, � . ­, ,�_ , ""' " I __r4 Y" _ PANEL / - I .!I- I "I ,� , ) � _Ii� __ - - ,�� I t � 1��_ ___5� ,33'. #x/10* � ( ,�, .. ' //1'�, -, ,9 � _ � , �­�,,� - - - _�__ f - F _1 T-11 _eoa. .2�_' , �, ` - I ' ,�� I .. 0.375* 0'0 ,�, 251 -�, _';� �1 - � -�, --�i - -j-- h ' - - I 467- - ----- _ ! I - 11 r\ I I I - _ - I- � 00pno, . - 2,54", - - - MEIA.��� I // . I �� I - - -Y;� � 1 I- I 1�u� !200. PAREL � OR 5" 2.2tic' - - '7B­_ I 1 ,� ISOMETRIC MIEN DEML A I , - . � I ,.I '' i , 4�� . I I , , I ;;!,w,g ROUNDED CORNER 0 ENDS OF PANEL'S � 457- I 1� , - , . NA.. .085* I - END HEMMED EDGE L�6215_ LIP W/ L __ I 2;� -2378 ' - � 1 r (MT S) .375* STOW Mial-i I L � 2.500* F _=i9 -, � ER I EDU Of PANEL i 1. .067^ (�) KEY HOLE WM . (TYR i 3105-Ht54 ALUM ALLOY (�) KEY HQLE AT PANEL - --- 1 "D� 1 072- � - I 00 f , I I -SEE SHOET 6 FOR ADDIRIONA,1 I I j , 2174, ­­ � � .7501 - .813" UMtTATKMS IF SLEM LENGIHI IS I J_. i 09 , I I IF-,----- - � , - I ONLY VALE) FOR AWALLAPONS 0110 , - _J25 , .. I I ' 61's. I 1.2itl' I . , (�) SLEEn 2 1 a" I (rrp ) I 0000 STROCIORES MAX, 1.098 R, 1�- 21� � -k 11- I ,� - , .I _-2ow - ,� 000' � , Sa- , 19,3* ___ � 21000 12S' -L I __ - 2 SAS' - ,118 . 1 - � 0 i (TYP )l I "I . A L_ ... .. I . ... ... ... I I_ ,.,.- - , (Frp) (�) REV. "B" HEADER 0. , , -_ - _­ . , - MIN TO 5' M... ----- - - 2,CM'- -_ I (RSLEUE 1* M-AX. Li I I LENEH 0, (@ ANGILL .Hart"" "J!_1RACK 9 PARU-HANM (B ...... - - 3,000'- -3 - . - msf-Ta AL40Y % - iK-e - A,N.i�j� A, Tkt;N 0 144" YLI '!Z-�,200 I i , I- - � SO- �_' , �Ov* ", � (USE ONLY FOR E-Z HANG STORM PANEL �-:!,,,,- 66S- /W�_.'�ii�-.1'1_1_ SYSTEM) 6053-T5 ALUM. ALLOY � r _� .470' - � 275' - - � - , i I - I-. , WIN. v � , L � I,.,--- - 11 , j , . Z_ 1.67i, F I No. 44167 *. z FLORIDA BUILDING CODE (Won High Velocity Hurricane Zone) ODD' I-- i . 71 11 11 125*_ ASSO, - 1. � 2 -0, I ODD ;. 0 t�� MIN. 0 0 I r-MiN - P� 123' ��, , , ) MIC., . . � - : � 24 GAGE GA1VANIZED STEEL STORM PANEL am* t, F I Z-) '.2.0'. - ­ - - I I-, ',, 1 -o'. STATE OF . - Z DRAWN W� D'a --.'-'3 � - 2DOO,- - - IF i--I- -,.-. - __ - SEE SECT101's - - __ _ _ ,250- ' _____ /21/m. L ' WIN - .f7i-L WC 0 ... \ GLOBAL PROTECTION PRODUCTS, LLC, w . _' 204" laux Tt�sym E"NEVW4 41101) S.W. 51 STRECT ­1 _.__R.IAA 01W, IL =U - 20-175 (g & (�� WASHERIED WINGNUT ow.11- 1-1014--l-I PI, C*A)m_7N5, I.W-1 Or�)P%`IT791 - `_�� aR'"'P ' _4 RUILD-OUT "F" (f� BUILD -OUT "E' 1I?&qK 04-0006719 WmI - I - I - . :!� fi;il IRACK-&QU (ZANAC 3 GY) Pt Sm/lAGNATURE/oATE ALL WAtnR A, TA14 A, Rr. - - __ A Am ., of IS I L! _.- __ I I I T flam �1 I = , - 11". - -.--- ­ ­ _.__1.­__1____, __ ____ __ I � - ---------.-------I INSIALLATION DETAILS FOR REGULAR PANEL INTO POURED CONCRETE OR CONCRETE BLOfeK STRU9JURES I ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS U _ (SEE SCHEDULE ON IEXIST[Hr POURED CONCRETE (SEE SCHE ULE ON - LXVING POURED CONCRETE smrm 9 THROUGH 10) - , 0 OR CONCRETE BLOCK OR CONCRETE BLOCK SHEETS 9 THROUGH 10), � REQUIRED. REQUIRED. ,; LEG I wj5�­ , _&TIEFINATE 7-1- CC, ,,��;,F,, CONCRETE A14CKM � ' - , , / toc,,Tiom -, - -1, EXISTIII�PUII,11,IFTE6 � . � "I ­ , i ,OX� (SEE SCHMCJLE ON ,�,��,�,,� " 11 11 ...I, NE,U , �, r " , 1,�,,,,, �, SHEET S Q 40Z' tj" " "" 11 4� JA 41. �� � � I 1_111�?-�_- � Ag', �,,,'�� I 14 - ,� _­ V�f' � - "E`A` - v". � , , 7 , - I ,1 "I i I , ; ,'�, - - - - ­ "I'M To, R , ". "" �,� i . ,,W,N, ,,, "/A' ,; � - ille t 0 � - �-_-iCA CONCRETE ANCHORS �-,��:"?" .1 I I ,/.--�s- S.& A. W/ W, __ MAX - , _T V _ - - - # �2 In' o.c ... - , "I . --- " . I I, - . - ­ _ I I I " I ... I I (SEE SCHEDULE ON s .... ; I/— � 1. -T -- -_ - - . -Ts 2 TNIF I _. r I 1, . , i SHEE RXIGH To) - I I We i ,/.N-2N, I I-!). le� , �. , I - , : I � I � ... � _- II . ,`� Sw .�, I i ED- � - , _w NOW, - 1)­ '-- - IF - 0,C ,:, 11� ­ I I 'V M­ - -5 : A '/. /,/,�,� ,, _1 �, -. '--AI ,� n­ ,. ", - ` IV /, '. , I PANEL LE7408 I I I " I It, , I I �) I C `;""`�` I � � � " , 1� . EXISTING -C E I � , ���", �;; 1 ­­L (SEE SCHEDULE rlJi �, I , C F. S, GE 0 ."'i", ��11'1��, CP i _01 I At � I -., 1 ) 1.11SSHIA1 0 I SEPARATION ! I i - `foi�l I � . ,.,D,Z� le i TO GLASS ON SHEETS U , - . I (Str SCHEDULE - 1 ,,.,- I 0 t --_-_qW_73TP9ER `F0 -A- I j-*'ei �1_ - Pre -_n ION GLASS FACIE) " & ER tir -A (Sa SCHEDULE ON _ f ON SK-Cr 3) , I I, I UDIMHO,ERT : k'! �' I , I �- . R IF 'L' Mr., i��f IF I I AT 'A 'FIR 1 PANEL LENGTH SHEET 3) - - "t, M­ 11 -- I , 11�1 - "A" � I A, , ,� jr '" - , LD QAER 7'-C ! I I LEwRH .: ,41 PAN I, . (SEE SCHEDUL , I I j LENGTH I -, "' ' I I I ON SHEET 3) 1 (SEEEL : 1 - - - 1=119 - ,� � ,; SEPAk`eATION SHEET 3) 1 1 I ON =Ii� , I 'a CLASS. _ I [ ( I , i � k I - I ­ '� ­ __ I , 'D �� ! I --- - 0( ---. - f ------ � - - _T11--if - SEE SCHEDULE . I ��­_ - � � -_ , , , I I ON SHEET 3) i 9 5= I ____ ; j (I -,� It, 'L I I 4 OF ,,, . , I ! ( "IT. ��L� _,",';': I I-) "" ��-,.,,,,,�,,,, F i � 11 ,,��`,'�,"_?�� - �, ; �a , I I i ", _ T ,,, � , I 0 (i) I'll �­`��';,:­,', $011I I @ .1 - , - I ,�,'�'�,�' If E. , -, � SPACER - �_ I I - 1� 111"".11",", , OF 'I : I . ­� .1 I I I 1. -1 C a �,��,,�,�� LENGTH ___, I I - MAX I If 1.1,1,`�', , , - I I , �_� 77, ac I I _k ,�, �Ix I I .'e-1. ­_ IF I Ss - A I IL111j, I I 1� W,e MEAD 901U,F I IG ---z:z::) 1 I It . I/,- oc I , , CONCRETE ANCHORS �0'1. CONCRETE ANCHORS ,� ­1 �_ I 0 ­­­ � � , - 11 - . I * � ��. �� , �,� !":", X � - _,:� �',��, (SEE SC�,IDULE ON .,�,i:, - I -1-i - I . DUSTING POURED . ,. ,,, - -T.-, , � ­__ -,., - 1�� � � f *1 (SEE SCHEDULE ON I . F4 1 � � -��,-; , - � - ,., �, , � ., �:., �­- _., _ :.�,.��­, CONCRETE . �,::� � I I - I G MADL ALUMINUM 101 .� � I � . � EDGE OF WALL OR SLAB SHEETS 9 THICILIGH 10) SHEETS 0 THROUGH L 2 i/8' L40N " I SPACERS 0 FICOURED I . (ALT. 'I Of ',��,'�`, 1* VA"D FOR '11.1�:, , ON THUM) I " ' L="AO.C, Z/,� KL� � ."r �- � 3 4 ., ,, EXISTING POURED CONCRETE ALL DESIGN NO PANEL , ", ,� 1". t __ " , _, -69 CONCRETE BLOCK EXISTING POURED CONCRETE . " ", LENGTHS PER SNECT 1. CONCRETE ANCHORS ��� - ,�_ OR CONCRETE BLOCK I L ._"� ,- � ',, ,.? REQUIRED. MAX, LONG ALUMINUM SPACERS 0 (SEE, ScH to - _, REQUIRED - __ ""_ 4� �; f/r 0 TABLE 1 SHEETS 9EDTORLE*UGH 10) I C. (SEE 0 ON SHEETS 9 & 00) CEILING AND ELQQR MINTING UILQ Niltig WALL MOUNTING 1QIffEjM WaEAMEA (I OR am SECT.19N 4 SCALE 3/8-l' SCALE 3/8-1 * SCALE 3/8- I' I i ...... 11MMINst"', I A,01, A : ,t!Q,�� - - I I � " " .$ \�r, E N --.!�i 14 se \ .. FLORIDA BUILDING CODE (Non High Vel.cilly H-r Icon# Zone) z . 0.44167 1. S FA. z : _' - ___ __ - "Y"', - 24 GAGE GALVANIZED STEEL STORM PANEL - - ____ --- S,- * ., * 1 OAARW w EDGE DISTANCE .9-1 n.F. i 1. STATE Oj�, . z �� - - GLOBAL PROTECTION PRODUCTS, %N/ID/2." E.D. -(SEE SCHEOILHE ON TOP & 1'7�% 11LIEC 0 ,,,.. \ LLC. t",11, BOTTOM MOUNTINGS CAN BE 1-1 cik-.* ..� - '7uur, Tiarrima It, FWARaizirmlic coW,A" aNX` - I IRREET � - " �tIP�--,, am ,11L. 3IFH. ___­ , Of, SHEETS 9 IF 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. fs""e, �*014_,K�4_ --m-D4-At- ­FII*,.­." )MM-7545. FAA: DiSAY-M7 20-175 11-1111�11, , - __ -.1 - I - I - . I - - VNIONG NF� C.-0005716 ______ -­.­----- `1ffNINfwv*x`/smAWuA;voAx 'WATER I __H - I'll Em I I I - t OF Te ��� = ___ -------- _____ . ------- - ___ - IN5TALLATION DETAILS FQR SERIES 2000._& 1900 E-Z HANG STQRM PANEL INTQ EXISTING WOOD STRUCTURES - 77��"_ - 7F�=j ;/1'. LAC. SCREWS 0 Ir' O-C W/ - � - . I i 1/2' M� THREADED PCITTRAMON I . I � - - (�3). =, 2 -.. - *uCAD, � __ " �, I/" LAC _�CRCW!I; 0 5' O.C. ./ � ­ -- �, -10 V--1INC WOOD KCAM ., �... �, C � SCREWS 0 v D.c wy - - qEwp$D I ;/.,. . __ �, � 1/2- M11, THREADED PENIFI.PATION 111- , 'T FLAT , 0. FPCE ,/?- AAI T.FFENOW POICIPATION . . I , �_ ', t , �1 , I "I I -TO rxSYLN* WOW, .Ewr, � I , I , - TO 00571.0 WOW 44F"R __ ___ " I I , , 11 � � � �� / ----�,i)c­. 0-1, sx�, -- , � i L1. a, /� W, ,A LNP u, 0 1, � I I ,,c �; I - ��I�,i 'os 11 t --- I'--" sms , , � �,i I -� - ,,, � �F" 041-L = ,� ro-, I- V_ I I - ,- / a ISA OND'O, @ 91 1 I �� , , , , , I _Av I. I � � I .I- . 'd 2 Ill , . i I,-,. I ;, T r � i _7 m 1141. LAS Sopm a 5' CC, W/ I ow, SALS. - .- ,I i , `,� I � , ` - , , 1.=.3/il TRUSSS 11 I ,/Z' MI, IMALMAD PER -ON, ,,I , a ak CAP O, e) A � A --i .IT, -1 1/1�3/%12. 1 j ", .4 11 � ; ISCE SCIAIL 1/� & - .� , -§- 'I- NUTY - TO, , , . , r�! . EKISR.0 .000 HEADER .�4 , NOTE- 'A PEICMI) 'J I� _ I I ____ _­ .p ITIER, is (TYP I � , 4 . f , I L , I, I _ui �m %'2. A I �.!, � ti,� uf.'+' ,,,�,_ --- I � I O!Ei � T � I L: --- !!� C­L IIH 4, * EM s . I --P& ­L� ; `.= "', , I 0 EZF 0 / L51u- v I T I � .. I - '§ (TI.) ',I � I , t I I I I �f 0 EA, END 0, E) � ,��,�._� 1 .W.-m- - -.1 - , I . I __ - ,� ......... 11, - - -.1 ---- ��: � ,_ IS", D". ,A e _� , , I , , 17 L-4- I NOTE . E!V* - - ------- � , I , ) , t, ; I - ..... . � i ___� .t­ i .00E NEZER nolwfl '� I I 9 : I ��! I "� .1 4 I � I -05 h - - 2 V/IW ML, � "'. -PQ,,3,,4* r, - I - - - � �/161 - I 1. SEPARATION - � US, IT/ 9. � � _�_ . - " , SEPAPAtION - ; 8 10 CLAISS. ! I - If"% I ��i,�"_;_T �.. I i - -, GLASS I 3 �1' - A � � iz;C1.61"I'Ll X1 12' �c I I I� __ - IA,, oviftv � d, 2 '/t 1:1 I CARt - I . WPARA K. ! Ii , I cwR,I �RLAP - !V! . I I'- - f I/.� �--�- - TO G� I ��w 51. , r,� , 1-1, �, z I A, , , /.*_,O,,,,.1 I ,It .;;- - I � -A,- -I =11;1�1'1 - / Yz U. § � I ­ - - I . - - ---- T_ - - S m * 11 - �� . �g , , r,D CI Ass. I EVERY C`vRL* , EVERY OVEIRAP III 1 1 1 z / �, I_ I - i I , (/� - - ----,-, ILI I � I IV � I � ! I I � -_ If I - It z : 4 I :�� - I � r- i I - � 9 I 1 J� v I vi, -, , I � I i i , � I P ; � -1 ---,I- - -;I- FT . I ,_ , I .1 - - - I � &� 11 , � , i � � I 0 j 4 11 4 R I , J , 41 T , ,--' 1�� ; -4 .. , I I i I 1 � I" � . I , 11, 4t .-,��V��; . " j 1 - - �.. � III 7 IT I -- - 1 " , - i -I -��, , "I - I - N , - I , , - � , _. _ I - � et . - I I m 11 ; XY , � I I I ,� i, �� - . -_ - a I 2' 0 1 1 fj ��, I I - - - i �--� 8[ , ---T I - X ... ; -1 - - I - I . 6 -- - ___. - , 21 ­,* AIs - � 1 �i k PNa_NAFE FFIOAK IQ IS, 1 , . /K, A I g,I'. �_ - -_ , I - " 1 8 [ _1 - , , ___v - v ,_ 11 Els4k' PLUSS WY C 1. 4 , - " 1 L� 7P. ,E ,I - I , ; 1" i la' W!, -11FLEAM HIS, F. v.­2*,,v.- - � � , , /1"-, OTE IA RELOW) Ffxrm�­v I� I/2- O,C - I -, - ,� t _� ! , . - . 4. HUT I /1Q!Xf1, .1 I� I - ""A -Ut-m-.-.fA.-&x.,A A, I _=.N,A�1' - , .A14' 04 5 , t �_ nigwm IV � SET 11 � "wIA-1 -1 I 1 , 71 RE `C I's . 2 0 TOY 1 NCIZ 'A BELOW) 041 DTH v PLATE Al SERIES R � ;04V � ;,I -, 1 . - I �, 06 A 2AF). .A FIAT FIR 01 ,� , . XW � Ci I A ,�, ___ ; 6 �R?T4 � .�" . W/ 7,41,04/31, ' -to 'A"'U"It PWS kw=m 'A BELOW) � T 7,UM 2, M ij ,� __ ?'7 � v,`, '" ,2 a - I , I 1 - -, I* PENFnFATTC ;4 U , IFERLS H)DE " , ;� t, C`,Pt Y, O(� , -, -�--- .1. ­IA'o L14 Scores a r wl, AI/ -'/,I�.I.Aa SCREWS 0 4�_R4, ' I - �� . A! I 'T"' I � - � , , IIANED, t�'Z'4"15�-%,, � f , 141.2v;,w T-READED PENESPIT ON =21A I Atw__ , , I ( wo . V, ALTERNKTIVE 2"W 11 lk!"; OF riAn F1 At OR ON tcv . � , - '�, 7"," WOOD nAT OR 041 EDOF SCALE 1/4'.-.' ,� 1, I � ! LATE REC"Rm 'Le I I ALTERMINE I "W --, I � I _- - , TING BUjLQ MR Il SCALE I/A--,. � � 1hily, I n I __ I , EIAWR TO CE G MOU-1249 n WAILMON1 11= , _11�, I � INSTA"912N, ALTERMIM 4"W '' " � tFISTALLATtOkS ARE MY VAUD FOR atAL'"AtS WITH A.SO CESGN ,OAVS :-:�l ; 4 SCALE 114-�J- 0. 10 ,96,0, -75 � rtf AND PANELS LEW-IN UP TO 5�fo' sf �­.__ I- 1 "OffirMNINNT", 1. � " 'I', ­71- , WERNAIIAL" t , 11, ki;; . __ I � �r , N ." 1/4-.,- ON ,� � I � ,�,�� E ,"'t * 2 FOP. NEW WOW FRAME, C SntkrljoN� WUaC MEMOIRS 10 K SOUIMEAN 1 ��­f '. � ff , PINE i, , " """" 1. "I " I N� 2, W/ SPECIFIC DENSITY OF O'" OR COUAL .. I 11 I 11� , " __ .1 I � � - �` \ :I,� EN,�e'-%, �1_1. 11 � � FLORIDA BUILDING CODE �Hlqh Velocity hurricane Zone) ­1 i ,, - � - NOTE' 2 : - .0. TIL-1- __ __ - I ND. 4; 197 IP SET SPECIFIC,,` -10 RE00011SHEN, FOR �FF OF STOP BAR A AT ,or As = * : - 20 GAGE GALVANIZED STEEL STORM PANEL DRAI,` W, WE, M PAWL ft1v � __ . I -*� ` - BASED - t IS 9SE-V 11 - I 1 'Ooo OR I= =TALLATZN_TY_KC�S R`61.1790 - . -1 - �," STAT OFI' - ./281- 'p. , :9�_ GLOBAL P ". "4 - � C - � :��--_7_-_:> ROTECTION PRODUCTS, U.C. ,,,, � '11"m -E&W if TI 7� ". 51 InTES , - , ,� , ; AQ2L , e�.',­ - - , - ­�, 0 ./ I 'L -11 - , - , - TOP & 00-1104, volonNos I........ . I IQS A A82MA """""SiON L li� I,- 7 , _ A , - -,. 54- -.-- --to-S- -I- - (�._,,tl. r. 'A.._- 20-176 1 F: ­ ----I ------- � ------ r____r A`A, In sv� Aw U.T.ULATION SCALE, 1/4' A I- HNIHIL 41" ;#& , - -_ - ck_�."gI , .A00ANC, K., �i ___ NOT - S11OFTEP FlAC. 95 Not, ,q14W9 ­ " ­T, ,,4 ImA "'ICITAK: �--7- �i-_ . =.� . � Aft,ful, A twur o�, �T '± -11' 11�w - I rHQA LAI, If �w a - I - I . I - - 1 - .... �, -_ I I yl w:1)zz_ I . " - - MAXIMUM PANEL LENGTH 'L+" OR "L- " (0) 0 __ ___ - ___ MAXIMUM A,SD, msrN PRESSURE. RATR40 Cc� ,.I.,) (. rT -) - __ I CONCRETE & WOW INSTALLATIONS t - ---L+-T--L-- - a 12--c. 12--o- _ _-La-_ �0___ - 12'-O' - F� ____� _ � _ __L _ 10 ,--q- _:n-0-- Jno __L,�__r - __ w-10, � to' -a* - ____A*_�a __ - __._­_,_��­_­ 'F a - - -1 -1-- -do __ ____ ­_­ ki Q_­1 - -1-1-1-ii- , I-,. ­1 �__ " 91-1. - - ­­­ 5�7- ___ __ tf;�� - - a�� - - --- - ;I� --,;--- A, __!�_,I�_ ,,_,� --- 5�0* _­ __�' -7 � __ _'.. __ ;;_ - - __ , 7"2, - __ ---. 70", - 61-10, ---is -a- __��__5' - "`_1* ----!!I-,-,- B&O, __�i:�_ 7,-O- - __w_ - 3- - _____ ,a _ +__ rf_'±!__ '_W-2- -.--,. - ---no ­_ __ - __­L!!_._ ­­__,.___ __2�__O�__ __,Q�-" - - ------- 10SO __f:4�__ 6'-J' _.__L__r1'_. V-9- --7,-,,-- ____ , _- ___ - - 5'-71 "_" L � �, RN,_ - 1 1WU_.PMLL.1 Cl' &MMMO Al JLW.H END WID4��� D.M..(�), (�)� � mu_m* - T @1 @.,@ %+"' OR %-� (M) A I - MAXIMUM A'S.O. DI PRESSURE RATING __ (P.1-) (+ ., -) CONCRETE & WOOM INST&LAT,QNS t 14--f- 13'-O- __��.L____ 2i.0 _ Io- f V-7- mo _L2:- I i �_� __T_��_ a .----. mv -.-- yo,-To' #'-91 ___ - _ ____!H__._ ­­­­�_o - ­ $0,0 - _________ S&C, .--..-w ��_____ __9L__6_* -1. If I- r . so- 7- _7 ____.____.__ 1r_j - ­__W:��_ __L_K� a �_, -",----,- W-1, __ 7'-O- ­F4�7- - ______!H__ _7�_ . _,'_2�_ ____Tw!`_ 0 ___L_i�_ - - _±�_,!_1:__ .--,---.!I- - --L.?-- __±�:�_ __±L�__ 8510 -- qO,U - ­ _j��_-­ 0 - ----- G��­­-­-­E,-�­ _i�_2� 7-O' ' '­j7-;;�- ' L­-7- - _ ;�' -±L-E- o'-J, ­_��- --T';F- _ -­�7-�:-- 1 ------- 1 1 5`1' __._L0_5.0__F_6L_��: I, ,Z - --I __ , 5 --- -1 IF" I - I A- - - r 59.6 I - 1 4'-lo 1 MINIMUM SEPARATION TO CLASS SCHEDULE MAXIM PANEL U� - __ WIND SPEED 4 170 -ph 0,0 SPEED � 170 ,,,K it.) ��;M�__ Fllii;�-_i�_, UNRESTRAINED I RL$TPWNED 30 OR LESS I' I I' 6' 1 6 I/.- _�3� _TO907 -;790 -To , I� 1 I- 7 I/ . 2 . ' 1 7 1/2' --i- -1 I i�_ 1 - � 1 . 7 1/2, I 7 1_lr 1 �10 -to I i4-11 __ I' , - 1 7 112- j IJIMIFUlthul PANFI I rNt'TI4 himl FnR A t%VVIM kintINTIN(I CnNnfT1nN I - - I � 11 `h- 'U'ER 1,51XI S* �1. ISU'LO-1,11 gua.-Our T` TRACK 'r TOP DIRECT j STUD TRACK ANIFLE MOUNT I HEADS I HEAD ANGLE I TATACx W BOTTOM I I 1 20-- .=. - 7_­W_ - T_ __- All' 1 1 I 32' ___ I I 32, - 35* _L�_ 1. 50' So. 4 Tl__�_-, - .Qi w I 32. 1 32- 1 32' 1 42- __ (�) 1 - 5-1, 1 I 52- I 32- 1 42� 1 67' 0 M, � ST 1 32. i 1 32- 1 _____4__ u- I 60. __ __5&`__j 56' --- I I ST I 't'. 1 32' 1 3e 1 60. 1 56. 1 se I *1 /4, 3/4, 4/5, 5/5 & 5/5 IW/6, 2W/b, 3W/7 & 4W/7 I - I-- ___ ____ � r No_ - - 1, MaL � 0 0 a I - I [ - I - _1 - � __ f- I - �_ I -- -1 - ,­ -.1 - - I I T­ -I T �F­ - - -I- -, I I I I I , -- . I I 1 1 T-j--11-- -"-!I ------ � - - - �Tl J_ --- I : I , � I ! , I I i I I I 1 1 � 1 1 �L� ,f � I i I I I , , I I I I I ,� �, j 1 i I i i , L! i 11 1 � , ,� I t I _­ - I- I- - - �_�, __ ­ 11 ­ . ­ 11 . - __ , I 11 � - .1-1- - I ­1 --- I ,- 7 _ �, . , - 7___ -, ? F - , I - 2 , - I � z I 1 . I - � - - I i I - - � - -- ,r , I I 1F 11 HI-1--i- I (0- , v I I � i I I I ! i � � I I . i � i i .@4 - UNBOLTED PANELS I ! - � 1 � I ; : , I 1 - I � I (SEE SECTIONS AS I I � 11 , I Appuwil) , 1 1 1 1 I 1 I 1 it 1 I 1 I i I � I I � �� i i I � I I t i - _�,, � I I , � , i I I I � I I I I � . � I I 11, , � � , � , � � � � I . +2/4 3' MAX . (SEE SCFICOULIS ON _ - - ---,--- SHEETS 2, 10 all) , 1. MIN' , i . __ F T -1 T �Ii I-- -----r ______rli �, � I I 1 I I � I I I 1 1 , I I � I I ! 0 11---L .9 , 11�`-1--i 1 r-I--;--I - - � t ; 1 I - 1 -1-r-r--) , - N I 1 11 1 ., 1 i 1-40, �. - - - - 4­_L____ I" # BOLTED PANELS W1 d4lt-&O.�ERLAP ss. M.S, SOLT w/ I, I I (SEE SECTIONS AS APPLICABLE) ! I i, I I j I , � it I � � " s i I i ' J I D. M., (�). (�), F[ 1 1 I � I . . � - i -1- J_ i I I I i i I - I -1 -L I i , ; 7 - . . - 0 --& - i :'-V---_-77- - - '10 r� I 101 ! f � I � -1 - I&jl It; MAX I T - 11 -_ - @.r 9__ - � I' WIN ­: +11/4. 3/4, 4/5, S/ I 5 & . 6/i " At, . i i +2,/4 VV/6, 2W/6, 3WI7 & AW/7 - --- - -- -ANCHORS ISIT SCHEDULE 014 SMEM 9. 10 &IG - - -1 REgULAR Sj98M PANEL 0t) ELEVATION 2m7, NJ�S. 114' M., W F (A" CMEW _I - A I _.__�LCLE WLUEV i GAFF 7-,­ I -, I - 11-1); UP- �11T$� � (IL 1_,F� MWMUW ALLOWABLE PANEL LENGTH FOR A GWEN POSTTK A-SLI) DESIGN LOAD, L­ Wx ALLOWABLE PANEL LENGTH MR A OWN NEGATIVE A.S�D. MOM LOAD (2) PROCEDURE TO DETERMINE MAXIMUM, PANEL U-Na- TO" A POSITAT AS. 0 . DESIOW LOAD, DETERMINE MAXIMUM PANEL UNUM 'L-* FROM SCHEDULE- GWEN A NEGAITYE A.SJD� DESIGN LOAD, DETERMITNE M"MUU PANEL LENGTH "L-' FROM SCHEMAX FINAL. MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL TO TME MOWTWU DETERMINED PANIE. LENGTH BETWEEN 't.' AND *1-1. C, ,) SEE SCHEDULE BELOW FOR Mffl� PANEL LENGTH FOR POROSITY OU�JFCAMN� . ANSIALLATIONS, INTO WOO ARE UfArf 10 , 95 ..I MAX A.S.O, DES" PRESSURE RATING - `�M ASE0 , JWS 0, 10 & 11 FOR MAX. A -SD. OCSWSN LOADS 6, MAX- PANEL UTMGTHS FOR : . = 4com OLTUro. W, * j .44167 ", I- ; * , 1 "" ' -.* "F�0". ;TATE OF! 5- �'_ ji;_--�_�_t�/ 11DECOme" r ?O nlo, 7-A �,-- -,, &zA Tg -.a - EN­ANE­ Got 1_10,%,�,, , - � ......... %\4 ,-�, / , - -, ..___I ­ - - � - .1-1 24 GAGE GALVANIZED STEEL STORM PANEL I OR, ,FPI 8, . .OM PROTECTION PRODUCTS, LLC. /mIt '2L am ". 51 STRAIT! D.W- vL 3xH. - LSHASA-1-1 TAX (ARMISMI-IONO _i7s -1 - 1_1­1 - I- ARAWAKNAF I I - -I- Eni .! 1 - __ -i "m 3 or Mt "I'll, --- 1-11 ... 1-11 --- I-- ----- I -..=---- ______ ION DETAILS FOR REGULAR . __ 71., . __RAN_EL_L1 � INTO WQQQ_5J2_UC_ �U I,--- I-, - .­1111­111 -,---I ,-- - ­___ I li - -1 - I .: � - - :_ - - __ ­ 1-1 __ Min- I I I f � . I - , I � . L� ! SEPARATION : C1 ) "I - - ; I— _ '3 L L _E" ANCHORS . I - - r�. - TO GLASS� - -_ -1 . .. � , . I �I� � I 1=111 S I __ (SEE SCHEGIUU I *�� ,- r, �SEE SCHEDULE ON " ��i 43) 1111_�Il I I " ��I - L I - " '', ON SHEET 3) 11 [�i SHEET I 1) - �11 Or MEND ROOS, I I .-. - - _-, , I -, ; r _­ __ __ , I , � I It, . , If ,/c - 1��_­=_­_ ­�Vtk,_ --,--- - I =al-n I I � - � - I g km , �1� � . " r t �, I �, " 11 I I - � I 1, M... I % -,- ­ ,--"- � �,,�',' i : , �� I - � 1 r�e_ I I I q i - ­_ , Elor � __ - � - _-_­ i PANEL L-114M , , � � � WOOD&DER- . � , - -1 ;,,t WOOD ,ANCHORS ,� � I 1�1 GLASS I REOut I . . , 1 _ -1- �_ I I � I k'� I (SEE SCHEDULE �5` - lk I I llt�� (SEE S , � t'! ' I I � , � , , - �;� CM"C`D`­' ON �, '� L � ; - --- - --- - . _-­� - __ ­__ � ON= 16FOR I 1 A , ,�,, I I , . I , - ____ --,P - ­­ ­ i ��, ,Im mutpdm � 1. it/2-i MAX. I ; = I - I Sfm , . , i 4 - IECI _ i [_ - OF -L - , it T/4' SHEET IT) , � am uli�w 0 �', I, ON r 4 __ SPACER ,��- I . � I � I C, ) � 1 2 1 I I - -1 I WOOD HEADER __ I I WAS. � I W, H. � 11� REQUIRED � I Win , � L � __ - .1 ------- I ­ I " F--- i -1, I I r. 11 I � � � I I LC :_ 11 I I .. - - , 11 , 1�1 ED � � � . � ; � I i I � - 11 I : C, 11 t ­ - � I , r it I - I , i __ - __ - I I ,--I " - -,-.-- - . . I I I i I I '__@I- MAX. LONG I ALUIANU4 SPACERS 0 12 1/2* I , L I � I I � : ;� D.C. (SEE TA01Z #1 ON SHEET I I _ ) I I - Lrr.�U i I I S Mir. i , � iT'l � -1 t 1 ; �� � SEE NOTE ­ BELOW 'OR LIMITATIONS FOR CPAAAMN t 'V MAX, MAX, ,' � � � /2 LONA; SLcf,vm I � I .L* , I � I � I I I I 1, PANEL LENGTH 1 , ;1 � I 1--(Sw SCIOSUIF -1 : I # (SCE SCAIDUtf I �� " I i , , � I 10 G PANEL LENGTH I I I ,, 4 I . 1 ON SHEET 3) 1 me ScHwvu I ON SHEET 3) 4 - "I - - - I 0 ON SHEET 3) .. I �! _FFAAEL(MATE �EMALE 10 0" PANEL MATE � ,I I I , 1, - - I ; � PLUS SEE SCHEDULE ON SHEET 11) -e I k 'Iftc`i, , I � I I � I I rl. -.10 � I :1! 'I t AT LA . I M., I � I I I 1 W__ E I, SEPARATION 1 2",4, WOOD - EXLSITIII I I LINARK oAA r-r) EXISTING - ---I TO GLASS� PLATE REQUIRED 1-11, -I - - - � GLA55 t-(SCE SCHEDULE - : ; I ON SHEET 3) - " f') .". J�!% I I - I i DIRECT MOU ,A 11!9 I .L -­ I * I 1- - -t--_T`_­­­, , I ; ALIERNAM ' .1 ­1 A I-. I Sams 3/9.1. 1 1 � i 1 , :: - 1�41 I 'D - I I - A 0 ,,- ,/2- Ox, WAX�k# I I wx t", ­ , , SEE TAB St ON SHEET I I FOR MAX, PANEL LENGTHS A, I I Or ILI -, �0 DESIGN LOADS FOR THIS INSTALLATION. 1 _4 mAx, to 1, � - - _� �,/, I i r 1 F I . I ­ ,�*_ 1 1 : a 12 1/2- at � =.t ­ � � -. ': " I 1. � I � 7 11 _... - - .f� I I , -, - ­.- I . ­ --- L-'----'-- -'-- ---- --- ­ I ,,, I I I , I I Far I - - - ! 1 - - WOOD ANC14M j ** NM � __ . - � E , 0 - I �d . - - - ,-- J, I I I �� I:: I STAGGERED W/ STUD b 11 � SA..'OT &A MAY BE 1 1/2' "NA; it.. i - , �__L_ -- li: � (SEE SCHEDULE ON ! I I I �i I I- SHEET I 1) I � _,� *J�_______-! 1 � . V I (I� INSTALiATION M LOM TO A ONE STORY INUMINDS WITH IT-4' 1 2'A4* WOOD , _ �� - � . , � , I . : � L; � i MAX HEAR ROOF 00011' (THIS IS A RESTRICTION FROM MY PLATE REGUIRED -- , _ � ;I� WOOD ANCHORS I 'I I i , . I EKADAC WXHT CAVIDITLY "CATIND ON WIVET 11). I I � - ' ' I ' , � *. � i ...... I I -RED W1 STUD O" - 'AAN"`UA To `UM`S "D`C - PLATE RECLUIRED pi AK"m GONO Tm COMPONENT sk Oply-al MATE FEMALE 0 OR I 1 . I � � (SEE SCHEOUkE ON 'ViAr BE Am To vo AS 1 , i ,'� , :�j StAGGL I N VAUT 3 LOW __ _�' L ,� `-:" 4 J , "' , i PANEL MAITE " VItU. BE SPACED MAXIMUM AT a 1/4' O,C. 1 � : LOWAS FOULOWING UNOTIMANS ARE i '- - I " - I � �� SHEET I 1) COUPLED WITH I j UHM IS A RESIRCIAmw 'RON 12 ,/2. 04 sRACAAA "mm ON j I . � I'll I I . i i SWEEI 911- I , I . ; I (1) MAMIUM ASO OORGN PRESSURE I I (a) WAXL v Owe PANEL LEAM a LIMITED To w xr ANY ONSIM i . � I RA1,14 6 ,60. -453 PAJ. L I , I �.� I - I I - ­., I I (THIS 19 A RMR=M FROM LARGER PANEL ",TTHS ALLOWED ON I (2) uAARRAF mem PANEL uuA;Ri Q, � � I w I W6 1111000 I UIREGI MQU i SoMODAL sNISEY If), ; � ; T 1 (4) I t/2' LONG SPAM ComPONCIAT 12A SMALL BE AS INIACAFED ON 1 WALL mougnma I (3) STORM PAREL RASPUwArvi RE ONLY I I SMIDT X. IWAVAULATION Of I I i I wo AN OMW -am FRAME WALL � SCALE -1j8-l' , llr DOM SAINOOR TIA ITS ONLY � ALOTERNA11YE 1W . I I VAUJIFORIONDIZONmust. AN03ASOEFIR"NOWAS'll, � SCALE 3/8-1- I (4) INSTALLATION ,mate OKY FDA wm t t t-Mle STANDARIF AND THE =0 (7th EDITION) OF INC 11DAIDA � � ZORS 1.2.3 PER NSFAC i I OLILDINS CWE I � T"s-ORT. i � i r '011114fit", I 00- ------ -- � L.__________7 - ---­­­1­ --- ­­­­­ 1-­­­_.-­ � A ... NOTES! �, ,..,­ ...... �..� I------ - z 11 V\P-EN �.,. FLORIDA BUILDING CODE (Non High Velocify Hut cone Zone), ____ - __ -I � z Nm I INSTALLATION ARE ONLY VALID FOR MAX, ASDr z ., No. 44167 " � V.m FUEC0, INC Fl. z * : Z 24 WE GALVANIZED STEEL STORM PANEL DESIGN PRESSURE WING (P.S f) AND PANEL LENGTHS i I , - DNAAN lrf� TOP & E,GTTO MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z I * . A M S-0 . '� .1 * � --- / 01/27/" , , , COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') S STATE OF�-Z­ :&r�� / IILIECOjw.� GLOBAL PROTECTION PRODUCTS, U.C. Dar. IN�TALLAIION. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD �11. - 11OR10- 9 tNmE. E, =I. 7;�;�;- &,, -.. IF -- !F;� - - - - 1 20-175 At. .&. I. - , -0 2 " - - - -- MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC "-,-' CIO) -I-, OAAW-,_,m F�, ( ... )� i. -I, , - - ,.7 IN'D. -, otAAAA; L F 0,55, OR EDUAL. III , =;I9 -.1 - I - I- I - I - DENSrTy 0 _,_ _ __ 1, ____ _ '_,._� "finjiftwowNw-titsvoArt WALTER 1,1 � , , A. 4". m �� I +- skm 5 . it , 4.�, P� ,r I � " - _____ .. ... ... . I , I.. - FIRM L? , --- . - - ___ .------.-- ___ ,_____,_____ GENEML-N= - (C) 19-��A,�4N-Q-A%K�_mx__vfxl&--qWLL-1-��.L.!a-)ft3I ��!��!'�T A_�LIEVAIIIAM. �M�ENT (P E G.) IV-' SEEN VERIFTED FOR COMPLIANtf IN ACCORDANCE - I/t"O TAPCON ANCHORS, AS MANUFACTURED BY I T,W BUILDER. INC -ft') 11 _a (7,TA EDITION) Of THE FLORIDA alllMNG CODE THIS STORM PANEL SHALL Nat HE iNSTAL,LED AT HIGH - #14-10 PANELMATE FEMALES TO AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS C,Nj WITH YHE 20� VELOCIT" HURRICANE ZONES (MIAMI-DADE / SWAARD COUNTIES). - 1 14'. LAC SCREWS PER N b�s, DESIGN WIND LOADS SHALL SE DETERMINED AS PER SECTION 1609 Or -HE ASONEE MENTIONED COOE, FOR A BASIC WINE - 7' 16'0 . 5/6' WOOD BUSHING, AS DISTRIBUTED BY ALJ- POINT SPIER, SOLT & SPECIALTY 00, `!A� SPEED A_q REQUIRED BY THE JURISDICTION W14FRE STORM PANEL WILL BE INSTALLED, AND FOR A DIREECINCINAurf FACTOR KD-OAL$, USING ASCE 7-1 6 AND $HALT, NO EXCEED THE MAXIMUM �" Oj DESIGN PRESMURE RATIFIC ,S INDICATED ON SHEETS C -I) MINIMUM THREADED PENETRATION ;NTO WOOD OF TAPCON AN-14ORS SHALL BE I 1/7' ,ANO 2- FOR ELCO PAnEUAvjjW*S i 1� 0 THRU 12 & IT 16 AND PANELMALEI FEMALE M ( IN ORDER TO WAYRY THE ABOVE CONDITION, ULTIMATE DESIGN WORD LOADS, DETERMINED PER ASCE 7-16 540111 BE FIRST C."2 - - REDUCED TO AISD� OESIGH PRESSURE RATING Of MULTIPLYING THEM BIT OA IN ORDER TO COMPARE THESE Ill MAX TASO) -� 2, MINIMUM THREADED PENETRATION OF LAC, SCREW, INTO THE WOOD EWE UNIT SHALL BE 1 '.&, NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS $. 9 fHRU 12 AT 17, III. PENETRATION INTO MQ00 SMALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION I IN OF'.11 To 1111try 1110 ANCHORS 1111 IHIS 11,11, AS 111511 11. ATCJ1 OVER STRESSIED, A 131, INCREASE IN A. OWASIF� ___A.j STRESS FOR WIND LOADS WAS 5= USED IN THEIR ANALYSG� FASTENERS -SPACING TO WOOD HAS BEEN DETERMINED IN G lH MINIMUM ME DISTANCE OF LAC; SCREWS. INTO WOOD SHALL BE AS INOWATED IN TLIS DRAWING Zz A. I ACCAIRONUCE WITH W'DS 2018L - - _­1 STORM / 0 - LONG , PAN01'G ADEQUACY FOR tMPAC3 AM %No RESISTANCE HAS SEEN VIERIPIED IN ACCORDANCE WITITH SECTION 11SU9,12 OF CA) MINIMUM PENETRATION OF WOW BUSHING SHALL BE 5 8- Ti4- 0-2L SCREWS USED SMALL E 1 1/2 411%,um . I Cj THE ABW- MENTIONED CODE AS PER AMERICAN TES LAS OF SOUTH FLORIDA REPORTS #081101-G, AND 00219.02-0% AS 5HrULD STUCCO EXIST. AND I" MINTMUM FOR WALLS WITH NO STUCCO, ,­_ PEP SSITO , 2-99 & ASTM C 330-02 STMIDARDS, AND AMERICAN TESTING LAS SOON FLORIDA REPORT #112-10-10 AS PER I " r 5) IH CASE THAT PRECAST STONE, OR PRIEGA57 CONCRETE PANELS. STUCCO OR WOOD BOARDS KC FOUND ON DIE E a 1A.S-;fCT AND INS-203 PROTOCOLS, AND IV` PER CALCULATIONS PERFORMED IN ACCORDANCE W/ Str-TION 1604 OF T­ , 'Flz �� FLORIDA SLOLONO CODE WAtL ANCHORS SHALL BE LONG ENOVC14 TO REA04 THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SMALL BE. AS MENTIONFO IN C 1), C 2) & C.4) .!? co 2 41 AVUMINLIM EXTRUSIONS TO HE 600-16 ALLCF( AND, TEMPER (UNLESS aTHEMI NOTED) SEC sHr.-,r 2 �Cri[ ANCHORS SHALL BE JUSIALFIT) FOLLOWING ALI Of THE RECONMENDATIONS AND 5PE7AFICATION5 I)- THE ANCHOR'S I ­. I UNIR " It .,r 3 ALL ALUMINUM $HUT METAL USED AT CLOSURES SHALL ttflk 3105-H14 ALLOY ISI 6 PANELS ALAN AL30 BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON 5,ECTA)TF 1 1HROI,,GH a ( ETS �q I t 7 4 ALI SiECIL, SHEET METAL PA14ELS SHALL HtVE ITTILICIPURAI QUALITY STEEL AS7M A-653 GRACE 80 MINIMUM, G-60 <IALvANI.1ED TNP�OL�H !I) EXCEPT THAT HEACCASQ &(D SHALL HOT BE USI .: .. -C, STEEL LIESIOGWIGN W/FY- S2 j "I (AFTER ROULED) Y �T SHALL Or THE RI'SPONSIS[ILITY OFF THE CONTRACTOR TO VERLY THE SOUNDNESS Of' THE: STRUCTURE WHERE 5MLMER TO 61 . A � IA 9 , 5 AL SCREW TO BE SFAINJESS STEEL, 304 OR 316 AJS1 SERIES OP CORROSIC" RE5L­,ANT COAItG CARBON STEEL AS PER DIN ATTACHED T�C INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRErt BLOCK OR WOOD FRAM I 11 BVILDNIGS. - Q 5 I ct) � cj . Sao 1 13 A/ 50 " VELL I S'MEMM' AND 40 t.j TENSILI 57RENCN AND SMALL COMPLY W1 ILORRIA SUKDjNG CODE SECTION Ct 2111 ,� 3A ��I',- 10 EACH REGULAR STORM PANEL Wf-li LEAAGT�S OVER 90". AS IFEA SECTIONS 1, 2� A. 5, 6 AND ALTERNAT.IVES IW, � 3W & AIR .* OJ SMEM A� 5. 6 & 7 RESPECTIVELY,, SHALL HAI/E A LE0113LE AND READILY VISIBLE WARNING !NSTFFU'AN� OWNER OR YIELD SWKCTM t: -1 " I, BOL�, TO BE A571W A-307, GALVANIZED, VUL OR AO EGA SERIES SF,APRESS STEEL. WITH 36 I�si, MINIMUM SECURE PANELS WITH APPUCABL1 REINFORCEMENT DURING PERIODS OF HURRICANE WARNING . *hioo IQ, C 7 ANCHORS TO WALL SMALL BE AS FOLLOWS, 11 THE INSTAUATION CONTW.'TOR IS to SEAL/CAULK ALI SHUIVIER COMPONENT EOGILS WHICH PEMAfN IN CONTINLIC'US CONTAGI Aj'N L- Z TH- BUILDING TO PREVENT WHID/RMN INTRUSION 0 (A) TQ_Uk7ft%j,%URM,_QVff,Wf I - If*-# TAPM ANCHORS AS MAIA)FACTURED BY IJ,ky, SOUDEX, INC OA,I. V-4192 p­) I2, STORM PANEL INSTALLATION SKAJ, COMPLY IMITH SPECS LNINfATIED 114 THIS GPOWING PLUS ANY PLACING M40 20MING RECQW10141 , . I st" - 7/4' 0 , 1/6' rALK-AN ANCHORS. A' , MANUFACTURED By DEWAL� INC ­Ry­_ ­ THE JUR'Sot"TION WHERE PEqMfI IS APPLIED Tv� - , ct0 Q - t,t4*0 i 3/4" SOLAD-SFT ANCHORS, AS OtSIMARTUIED By All POINT SCREVY BUT & SPECATY CO C-) (Am,,, f`r­w,)G P...j) l4 (a) THIS PRW,JrT L'VALuATICA, DocomENT (P ED j PREPARED a� THIS ENGINEER IS GENERIC AND DOES tKIT PROVIDE N1,F)RwATTON A. - 014-10 PARELMATE FEMALE It) & PANCLUATIt PLUS ANCHORS, AS MANUFAC'TURED By ELCO CONSTRUCTION PRODUCTS FOR A SITE SPECIFIC PROWECT, ­ WHERE THE $111 CONDITIONS DOAATE FROM THE P.10 IC-1 - 1 /4�# ZAmAC MALIN ANCHORS, AS MANUFACTURED BY DEWAL.T. INC �tt� C-*M1kC7OR TO RE RESPoNSCRI-E FOR I.E SELECT M­ PURCHASE AND INSTALLATION NCLUUNG LIFT SAFETY Or THIS PRODUCT A 1) MINIMUM EMSEDMEFT TAPVON ANGH,ORS INTO POURED CONFRETE Of 1 3/4'. 2- FOR ETX0 PA.NUMATE AMC BASIC ON THIS PED PROVIDED H_/SMr DOES NOT DEWIE FROM THE CONCIIIONIS urtwul, ON THIS DKUMFN, OF SHAJ_ I S/4- FOR ZAMAC "LIN ANCHOR& CONSTRUCTION SAFETY AT SfFE IS THE CONTRACTOR'S RESPONSIBIL11 I (�'� THIS PRODUCT i7VALLATON DOCUMENT WILL BE rONSIVERED FAAUD IF MODiRM A 2) CALX-44 A SDUO-SEI ANCHolm- SMALL BE EMBEDDED 7/8* INTO rdf, POURED CONCRETE NO SUSEDWENT INTO 15FUOCO SMALL BE RERMITTEU� #,/4- O-ZO SCREWS USED SHALL BE 1 TJ2' LOW WNPRIUM SHQLA.* 57PUCCL, EXiT., (0) ST IS SFECIFIC FIR0,1ECTS SMALL SEE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AREN,iTEC1, WHICH WILL BEFOMf THE AND I^ MINIMUM FOR WALLS WITH NO $1LICCO, AND MAY BE HCAMD $CIRM OR ALL THREADED scAM W/O HEAD, ENGINEER OF RECORD (So R) FOR THE PROJEC71' AND WHO WILL BE RESPONSIaLE FOR THE aw WNN WANO NUTS PROPER USE OF THE P E 0 OtOCtINEER OF RECORD, ACtIND, AS A DELEGATW ENOrNtER In THE FED ENCINEER, SMALL SUBMIT TO -HIS LATTER ISE SITE SPECIFIC DRAWINGS FOR REAFW A, 3) 114 CASE THAT FIRE. CAST STONE, PRECAS1 CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUNT!) ON THE EXt"�C, WALL UP FLQOR� ANCHORS SHA,j RE IONG, DNOD(tl� TO rEADH THE LUNN STRUMIRE BEHIND SUCH PANELS (e) THIS PED SMALL SEW ISE DATE, AND 0141GINAL SEAL AND �­NAIURE �)F DIE PROFESSIONAL ANCHORAGE- SHAU BE AS MENTIONED IN Ali AND IN &2)� ENGINEER Of RECORD THAT PREPARED T It, SHUTTER MANUFACTURER'S LABEL, SMALL BE LOCATED ON A READILY Yl"LE LOCA71ON AT STORV HIT r(L�N ,r,,SDWdM_C!LOCA_W,N�LA�- - 1/4- f TAPCON ANCHORS AS KANUFAA-UPSO BY I T W BVvtDIEK. INC, PANEL SHI,'TTEA IN ACCORDANCE WITH SECoON 1709,91 OF P-ORLDA BUILDING CODE ONE LABEL ANCHORS, AS MWNUFA,t-_�URED BY DEWALt, IMC SHALL BE PLACED, FOR EVER't COUNINC IAICUNG 70 COMPLY WITH 5V7H0N 1709 S.3 OF THE "' " , ',,a, C'"-," FLORIDA SUILDFNC CODE - ,f'f . �1,14 'CLIO-SET ANCHOFIS, AS OSTRI[BUTED ST AILL POINT SCREW. SOLT & SPECIALTY CC) .. #14- 1 G FANELMATE FIEMAJ 1 ID AND PANELMATE PLUS ANCHORS, AS MANUPAMIRED BY ELCO CCFtSrRQCI*N PIjAIIIIAIIIIIIINIIIA, - t/4 . . ZAAW TANLIN ANCHORS, AS MANUFACTURED ITT DEWA0, INC ,,,%%� � . t?, A. �Q`11 , , I, N; ...... 91) MINIMUM 1EINSEDFAiNT OF TAPCOH ANCHORS. rLCO, PANCILMATICS AND ZAMAC NAPUN "NOR, INTO THE 0'4P'�GEN"-%� , FLORIDA BUILDING CODE (Non Nigh Velocity NMI, lcona Zon � � � � ISLOCK UNIT SHALL BE 1 1/4' � !) - .� PL14.1 - ,'A �� �: W 67 .'. ti i 1 24 GAGE GALVANIZED STEEL STORM PANEL 71 ANCHior-5 FM15EODED 7/8� INTO P,IE BLOCK Uw. No S, CALK-4 & SOLID -SET $AIJAL K CDMCR�_E PFARA S, Tvam .44 ED I _t ST. * - . : __ STUCCO SHALL BE PERMITI 1/4' e-20 SCREWS USED SMALL RE I i/2' LONG M NIMUMI S"OuLD ST _,�O FXI - - '_ 3�_ ____ ' MID ` MINIMUM FOR WAL.LS WfFk NO STUCCO� S_ -:5'. MTE F - - ----. _�, / 11L1EC0,.c N. GL08AL PROTECTION PRODUCTS, LLC. " :` . . ? _22- " , �E �m� * rMoNaw" ~-� �`&K` A. ,I �� 8_�) IN ,CASE THAT PRECAST STONE, OR ANI CONCRETE PANELS. STV= OR WOOD - E ,I . .,.ORI . . . . . . . - ___ We-Pe're, -I. � IL -"IA,Aj_ _ � �'. _ . � -175 EXISTNIC WALL. ANCHORS SHALL, St LONO ENOUGH TO REACH T14E UNN Sl�IURE � - ,.� `­­ P.�,.�t. _!� 20 BE= &�-�N,M . - - - TWIN., - � "mal-It, - NNCAI s __=11 - SHALL BE AS MENTIONED !N B-1) AND IN 8,2) -'1;,_,,-,r 0 I , GRACE N A , w;­1 - I- - __��_t_ jf#NN,+%,%0,0�E v,,^K,NNuRL,DAN: - RATE,, A_ TIUR .., RE stun, , Of Ul I-- amr. 4 4 ­7 !14 1 I:L�� -,--,--- I I F_____ INSTALLATION DETAILS FOR RREGUW PANEL --.---- I INTO P-OURED CONCRETE OR CQNCRETE BLOCK 9RUCTURES I , TING POURED COMO m - X_ CONCRETE _. _Qw OR CONCRETE BLOCK : E�STMI CONIC �� BLOCK . ,1�,� 4EQII-FC; A ,,;�Ji' I ;�X4�� REWIRED. , �`:�?A�,` " .." ANCHORS ` � �� �, �- ,� !:::,- - , , , (SEE SCHEDULE ON __ .. , ,,ij" C04CRM ANCHORS _­ �, , :, " ", (SEE SCHMU ON - - "' ROUGH v., -�?,�, ': _� , I / ��', , SHEM 9 r" , 477"t _,,`�,� . ,--, , ­ SHEETS 0 1HROUIO1 it) �, ,,X,��' �,Ci) ` EXIST,ka POURED CONCRETE OR ��: _" - , -11 J 11 I .�� I& - - � ­-11 j � - CONCAM stcqx , CS) f.-.-- I I . t I I 11/,t- I 11 , , , - , r I - � ".", I ,� 1111, 1,��, 1/2 1 T1/4* "I I I REQUIRED, : - _-R, 1 , 22I, � ` - ,. , , - ___ --- - -4 h : ", . . . . . . . NIAXI I - - 1 �] -11 CONCRETE ANCHORS �14��,,, I � I ,- - I '12.111111. , 11 I I : ED ,11111"`��'m, ,,, � , I (SEE SCHEDULE ON ,-;,,,� 1 SHEETS 9 THROLK;H To) . i I ___ I .',,.-', - , 4. I "I �.��,'., . � .1, I , ­� - � , , , , : , I I � . I ��­ I I , , , , - � , -1 %� : ... _', '11 /Z////I-",��,�-,�"1""�",...,.."�'.1'..",� - I I 1 - - - I , - - � - �/Zffi R - ­1 I., ,, I � r EOf : 4 1 � 11.1 i � I I ! 11 I I . . . . Ili C, ), -, , � . . �� ..- _(j J � I .. -,­,", i t, 6) I I ! . 11/�2(A,I' I I - I I E- _ _.,_____. -1.1 '0,11- � 11 - I ,--- __wi�� - - - *19 VEA IL'.".-l- - -1- __ 17" - , - __ - 6. I : I- I SEPARATION I I---- To CLASS. w FAR PANEL Lam, 04P 'e-0) �L. �__ . __ - �S, A It SEPARATION I I Ar mn,lp � wrotIoNo. -4 TO GLASS. r-r SCHEDULE - I U"RNP`R` : I I : I EXISTI (SEE SCHEDULE MFFA 10 ___� ON SHEET 3) - I PANEL LENGTH m I C . I 11 SEE ON SHEET II) , ; ; I , I I I (SEE SC44EDULE a � if �� i 'L, m- N I I v MPA. I ON S14-M 3) CONG CHONS I- L .1 I I TO CLASS h ; PANEL LENGTH a .A 4 (SEE SCHEDULE - 5" SOME -LE I I I I PANEL LENGTH ! (SEE SCHCO L3L)[ I 11 1 1 1 (SEE SCHEDULE ON I ; 9 THROUGH ILI, I- I SHEETS C 4 : 1) R � � I ,,(!. SHU7 3) ON SHEET 3) _ - - - it ; XA 1 - ON SHEET _! I I ­t - 5ORL I I J­ 41--­ , I OF -L �,. '' , `-, -�,,' " 2�� -, - - ­ ­ , - � "' ,,, MAX, 1� 1�,,'.�'I,,' � , 1 - . `z,� I "I I, C 4 � %11� Il 0 jC Ey .=9 : r I � 1. I . 'L' I EXISTING I _-I GLASS . I , I i I - i,i4�MI- Z, �� . " - L S WAR OFAIA I ,�,� I �j If .1e ot A If Ir I OF "I'�,�,,�'I'l�"--"""��""",I ""',',�1,111�� i i .. , ­ ,­-, - ��,-11 7,�,r,m, "," -, ' "' "' "' t I - C, ", 1 I � I'll i I I � I - , ,�­,.,�,i � � 1; � " - " ; � ��,, ,,��,�,,p� "�4`�"'� I .' " I � 1 to i ­ i ! I - i I , � I ,I ," , !�I,� , ; , " � I , � F 0, , � � I: i � , � � � , ED. . �� � . "I. � I I i - I 1 ,17I . - ��, I , I � 1, 112 I " ill � � : ? - , � '_ I f�i 1��,;, I � :: I . ��, I -, I 04, , i ­/X� , , I I "I --,I ---r-­� , , - EXISTING POURED - �.�,;�,", I a 12 1/2- O.C. CONCRETE OR - ":,%,;� I � L I I 1, � , � I ,, I , (-' APPLICABLE) : I . - ,,.,,. . - ­ � - 0 SUADEA, TICK STIANA, OR F � �, -,� t C Cowftn� BLOCK I = � � I REQUIRE[) , , .".�, - ANCHORS 1'_�., CONCRETE . � (SEE SCHEDULE ON ' , � � , , f __ 0�___ __![C�__4�_ I/t.-mil AS, ALI. W/ " � I -N_��-- 4 Ir I/ TIC. � I , , 11, . - � "! 1, , I � � - I : -� 1 7 1. SHEETS 9 THROUCK 101, I I � I �'_� `� `­ ! - , ALTERNATE - " W" - � .- � : �, � 111. If � I ... I . W/(PONLY WHEN SOLID ��_. --- � I.. SET CALK-N " LEG LOCATION 1� ` � � .., - ­tr (41, �_*) & ANCHORS AM USED A, WHEN 14(all 11XISTING POURED CONCRETE OR CONCRETE BLOCK e ALMHAIT CORDSM: LyrcRl' POURED CONCRETE ANCHORS CONCRETE ANCHORS ,; PANIELMATtS ARE USED, REQUIRED. ONCRM BLOCK REQUIRED, STAOGMM W/ STubt (SEE SCHEDULE ON SHEETS 9 THROUGH IQ) (SK SOME LE ON oroiROUGH SHEM D 10) BUILD -OUT M ! UNTING LE 3/8-1- mignm SCALE 3/8-1- WALL idQUIS12SOM MOUNT SCALE 3/8-1- I I ,,"MILF�', �,"111111 -"!Q�11 ,.11�1115:01 ", _., - � `-_�'?'Ij-, �"�N, .1-1, EA1 - FLORIDA BUILDING _____ CODE (Non High Velocity Hut carte Zone) - __ _ i ______.___ - NQBLfQR_QmQL%&Th��: I LO. - EDGE DISTANCE 1 I (SEE SCHEDULE 0 N TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY I : ' ,z I % z �- . . z = - o� 44167 , = =*i = = . III, -*- S..O.. �, � . z � _ -, .. . . - ..-- __ � -p - STATE OF-ak,twW-- ­77 , I � RM I ..... , ". � ,u� ,FK,N, RLTEM - 24 GAGE GALVANIZED STEEL STORM PANEL .1 __\ / I , , 11LIECOmc GLOBAL PROTECTION PRODUCTS, LLC. aiiiiATEsTfla, At Ematmimewe � .Am S.W- 51 SIAECI -� , : 011t .I-,- , , , "" FNAFWA, C..)�,,N1. 'AT. _- " , - - IQMj -.1 j..)w,A­u 11 DO" & - wl"/Wer, AATL -_ 20-175 INSTAILATiON. , �,� , �7:, . , - A ____ .7 - I - ORAINNIF, . - - __________,___, - - __ - - L__1_ 0 Jr.;;,, W,�WAVj$I-TUREMATC mmw'o WA,`IA A SUL 11 FS, fir =1 P-1 � - - .16Z SWEE! . At Is r__ ­_ --- I ____ ____ I INSIALLATIO , PEIAJ L J-) INTO WQQD I I ,S FOR REGULAR PANEL( I I I- __ ­ ­ ­1 __1 - � 1. � , � 11 r - , . ALTERNATE LEG I __ - - ' � I � - . - - - --- - LOCATION 1 4".8, (Mi,,L) Exisror. WOOS.) 1 IWAM REQUIRED. STRUCTURAL I I I � , VOO ' I - ,F I I ADEQUACY OF . - . MTINg LE _, ,,IIII I � BEAM TO BE C ; I I � !�, I REG STERED ENGINEER OR Z � _4-�_ _fO -�­ '_ , " j 15 � I ' ; __ "� ' ' ' : � - , ;� , I ARCHITECT PRFCR To SIMMER ' ' ' -0 - I' ­_­ __:L, I i � I __ : I' M;P - 4 i [` INSTALLATION. � ' _,, �' ,� , . ,rD .It. ALIERNATE WOOD ANCHORS- � - I I I� MEN ANS,01 MUND 1 �SEE SCHEDULE ON 11 � � � . I C E SCHEDULE ON i I 11 I r�: __ - En EQ- WX So" on � I , , ,/.- .. ./ - i � SHEET I 1) stw If) - �,;_ ; , . ­­�� � - , � " "I . - I ", � � - * ,2 I/'- oc I I 17_10*�_Av' -1 ,/A- . I EXTSFI I . I � � j I - - . - I " I I . i � - vx,E i I ; . I I W 6 1/4- 0,C I .=Z� , I k ; WWI) ANCHORS - 2' _; - I � . r I (SEE SCHEDULE ON i ALT, '' I I , w, - I I I : I 1 .;.� I 1 I SHEET I 1) _� . I , � __<, I � - .-I.----- , �, -i) !SEPARATION To 1 (10 4 : I -1 GLASS.(SFF - J, I L [ ­L, , I i SCHEDULE I Z/fl;E1 � 's .o I � I ON SHEET 3) I - SEPARATION To CLASS. 1 . N, � II- ;­ At , - ! ,/,� ! �- 1 �4_1 �_ WROA,AAQ, "Ek SCHEDULE ON SHEET 3) -L" MAX r-r) I I . PANF1 LENGTH I I I uSoN, ,Wm ILI MAX; I - � .w� I 1� - - , � - , (SEE SCHEDULE I . - I I FURE FDA - 11 -- - - , - - -, PANEL LENTam " I L"_ "7 .... SHEET 3) 1 (SEE SCHEDULE . I I _1i __ L -1 ZZN� - - - -1 I ON SHEET 3) 4 - - __ , .. f,�, - , I I- - . : T- -- -I I 1_11� I -, I - : - , I __ _­ - __I I : A, : ,,` � I J�. 1 __ � - I .- I, - , I t, - __ - - - - - � ill I I 1­1 I 1 $011; 1 1 � I I I 'V : 11 ji `4� I OF � I ! - -- ,@ MAX, I - i I I � _.___ t � I I, , , I , - - - �_ T I I a 12 1/2- O.0 t �,� I I _ -1 I A - - ED - I I 11 I " .. it I/ NO folol I I- ,_ - - I - I , I/.1_;xA`I* - f, �1 I I ALLOWED IF E� .- . � . I , 4r HAD SOL , ; A, 6 I/.. Ox - ! f I . ___-4�T, I , I . 1!t� I If* I . - I I I __ - _.- __ - " _____ - I � I I � __ I - 1. I _­­­ Vxs" WOOD 2^.4' WOOD PLATE I � I I � - - �, - _,_,_-, - - DECK Fr�QUQRLO REOLIFIRIED - - __:� 1:1 WOOD ANCHORS WOOD ANCHORS 7� ... -__ - - I __: I (SET SCHEDULE 00 I I I—- -.1- ---,.. SHEET 11) (SEE SCHOUtz ON , 2f/4' -- - -- � . � �i� I ] - - " � ,- - , __ . __ - ­­ ­­­-, I - , ,,, SHEET I 1) � ,- - . , - 11 " Al 4 , 1 ­2' MIK, __ - . �- - - 1-1 - -1,1", , I � I UJUNG AN12 F BUILD -OUT MOUNDNG I ALIERNATNE AW AL71NATDT-AW SCALE 3/3.1, "'.F.M.101"', SCALE 3/8- I' el �� A, T/��N",, ., . � , /111 "nk 'A I� ....... - �. ., _*,"`\NCEf4,,gi% -"s ________ J �! __ 4F 1�* do-TE-EQR-CgMWNAEQN-VL.sEgT&-t�5; s *1 � NO. 44167 "I s FLO:;1!D!,,E 8LDING CODE (We I �� INSTALLATION ARE 014LY VAUD FOR WAY. ALS.D, = . . - n Hi2h Velocity Hurricane Zone) z " --- __F�_ TOP & 130TTOM ImOuNTINGS CAN BE DESIGN PRESSURE RATING (p.s,f) AND PANEL LENGTHS S -,a'. , wl FKt,va TILTED,). Wc, - 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN BY, -, STATE OF COMBINED IN ANY WAY TO SUIT ANTY AS PER SCHEDULES ON S14EEI 3 S -p ,' _\ 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �, 0<�.- '�O F, . �-' 4 , - INSTALLATION. - �7.f I--- I , ""�"-_ _e . t - �!�__ // I I L I E C 0 m. - � GLOBAL PROTECTION PRODUCTS. U.C.1 I'll - �� ��. , _:1 I MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC I � - DENSITY OF 0.55 OR EGUAL, '6­1. _�. v',-__e � SA. 5 - ImW TALY YEST`ND A, ITINAWAVOINK, CDANI.M, " 11-II.M.I.1111 , z0_z11_" ­­ .�s,___1_ Ill- FL - , PAN 'NOK mu"IM-75Nf. F_ ,..,.-. 20-175 I - _% _-Im, �, 1 = I . __ . - , PC STALFRON'RUME/wE WALTM�,72171 lll,. P. L_ __ - F,O" Ur. A ­67 ! I um � or is - _____ . - -I.- (1) (1) = Cl) -00 (3) `j 1 -0 > C­ 0 C L_ _0 . a) CL C: 0 1 (1) CL 0 L_ C= m -0 0- 'a -�­ (2) 0 -I-- U) W -0 U _0 = 0 0 -C cz� L_ Q , 0 5_ = �2 1* ;z L_ 2", � e C= .0 U- 0 Lij A- -I- CU C:) L;7-- %+- Q� __ ku 0 C:L S, cz) m C.0 iz� .- z 'n -0 E a) I . U) (D -1--i y cz) A_ . F U) ZO L u .11� I CIO m k M F- _0 .g Cf) vj - S Q� m � jt� A �z . I? I -cz Q) cr:) -'�Is .1 t 4 z w mi W L. (1) (1) C: CIO 0 L. " =3 w �E < = z < _j a- r4 t Cf) -0 Q) 3: - CT3 > 0 L_ 0- 0- < _IIAAAAAJ (1) (1) _C__ m > 0 L_ 0_ 0_ < _FAAAA# 0 =3 `A0 L_ 0- (1) U) ICU m SHEET NO, SH 1.3 0 . --- - _ END CLOSUREf2 DETAILS FQR INaTALLA TION IN POURED CONCRETE, I i I CQNCRETE BLQCK QR W RES: VALID FOR NOULAR, LIFE SAFEJY & E-_7_H STOiRM PANEL I 5Y-51M I I- . "I I it I " fl, I "' " I I 11" - IL. 1. 1\ I __ ,.-, - POLM CONCRETE, "I I 1-11 0,(q.R -doNc" .(�) - 1 _31! HILOCK OR , � VARIES �, I 1 2'. 3' . CG3* .1105 M-14 OR � 1, I riAl WOOD FRAME 5053-16 ALICY -MW. Z'W4, -_ %% , � , - - m.-il I wwwo Ile. � I 3fe L "" 4) & 0 A.GU5 liiTTM L g _, S 1, a - .�. -. I/.2- A� IAPCON a 12' all I � I _ 2 - I - tj_� M.. ", PQUT.�IN �. CONG ET%Y -T,�,, j M;M,r � _� ,-- , " .. P , - , GUAM I 1 1/4'. � 1 3/1' TAPCON . "� -, I _­ I REQUIRED , -,/ 0 # , MOTOR 12* Of, , ,/2, � 1,t-, ,�, � 21A, woov FRAVE 11- , .E .,;. �,,;, , I— --� Am Ame � -7-It " , ��1 - 'g, OR(A) 11 \1 41, 1-`_1 , , ,� � ", � ". 1� I_ RmUiRm , , "I ,__ - , I � " i , .;, �2� � -1 ,),�,/4' wj � " 4� , . - r, - 4�� , " �' �': I ", . I ,'., -3;- �­ , I- �'' ' "LL �.� �',� ' - I 1, , , I ___ -, I. L I _, ;", ___"\�n PAAU , /1' , � , -, I* - i -11 t.,L� - _� �_, I -, .� �� , "', // I ' 1�11, 1;�11�: " � -41-,, y-Aa,, ,�,,� * ­_.... AAIE LED LOCATION " �, 0 12- O,m I 7* . 2 ; ES Z &-, " 11, I � " _11___1 / I ,,;' '�r VARL 2'.5 - . I ��_/ �i�", , - � I I , S, R_ W< L .Ix ;�, ; AiLvu. ARGUE OR I �." AN' 3105- Il. SHM POURU) PCIIFTF 4-- I ��__ ------ f I-- BLOCK CONCRETE, CO I �: �� L. ART. .0. BOW PLATE � 1 - I I :_ " OR 2'.4* WOOD FRAME 2;A 14,� ot;1 ,�o , ,�r_, / - ,: / PLOW EC43-T6 Atto, �� . Z I Z 112" / - , -,--\, I,) -- -RED C, " . , I -". _ __ mm , , M ----I - !i*_'___j .."'GAP \ \--/ I 11' , t Boo 4� . e � .072' 0 12' 04, 3105-w. OR we _TE AuO1 I w/jAC*RuT �1 Ah- ANGLE I I SCALE, 1/4'.1' SCALE 1/4--i- —SCALE 1/41-1, SCAa fle-l" I I _�7 - I __ 9 - �, __ SOUG-SET OR CALX-IN ml 19 0,10 PAN"All \ __ �',', lk , . .=, . . .. _ 7� FEMALE ID AND . �,�� . lz� � 1. I N ELMAJE Pw , Be .=" .� To� ,.BG4 I r5X ,,, POLAEO CONCNT%,,_� i 4 0 -(4 OR PAR - 13) CA 21.4* WOOD som OF OPENNC SCHEDULE ON U� 9 - - 2" __ - sr, kb� i .� (MIN. PANEL - �1_ CONCRETE BLOCK ,�,_" WKS I FRAUL REDURED AS APPUCA2UE I to * ") OVERLAP BEYOND 7 � 7 ­* .000 FRAME � , (A) & (p ' ' � I E OPENING MDTH) -POURED CONCREI . CONtPETE REQUIRED 1�1 ,� ,. � ­,,,,�,, I �, _ , III � = ,,-, _�,,T.'�-,'��!Z-, " ,,, ,'A :L_""���:,� , �, , ,.' - , 1.,2' I , I � BLOCK OR 2,.e �4 I- WOOD FRAME .,", '_�� -, " � RE'OUROD -1 ­ 11 ...... I �1,1 , I I - z��,-_, I / �,,'.�i - .:I=:­"��:a, " I - - " t,�-, I �ARIES I,/ il-- (�) �(2) Oli J, I \, ­:�-_f, / --,, I ,/- C,=m,-.L To � V" N­ I .AUL (Aml, CUT END PANEL) I- I A - 0�0 OGTANCE - 7-77-j- MI 17, � f, I i �,7 / , i 1, /_ __� f � - _.�._ -- /_ . .1 1/4'­ ,lH4".�HNjH,,', , - /--\ , , j�R Titz N, 11<\ ,_ —=,.*.P , I ... . 'm ,;�. _.%... /,?-N, SCALE 1/4' ,e"0% -1. �� i`ADMTF 11g. - , .. , DIRE V, I MOUNT ONLY `oCENse'..50 VALID FOR , __1 \—/ —r- �.. - CT INSTALLATION & :k\' . : I" CERTIFIED PANEL INSTALLATION AT WALLS W1 N �1' . SURFACE LEVEL VARIATIONS WFTHIN l/e z : No, 44167 " : - * - = : * : = I . * =� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ASE F (ELAN) . : z �O T.nw. M. C � -% - F . - - 24 GAGE GALVANIZED STEEL STORM PANEL I "K I - . 4- , "L, 01, " Z �____._ SCALE 1/4--l' SCALE 1/4--j. �A ORAii,H 0'. .., . 11. - I I'll '. , � ,_ - - / -j- ot" , C , \ GLOBAL PROTECTION PRODUCTS, LLCI -/-- . ILIEC . DIM! WHI , - , Im "_ 5. STRiE' - , - 0 � zwe".K." COMPANY %�, R` �" r 111�:_* __ - , '" I 20 -175 I , I 4%"L 1%5 . iMS1 -1.1 �"_T�L TAX tw)069�07 Pm. -Ma - 1 DRAWNG � — I - �E S&K�Iscworv"n C.-Occi - - i ,4 — 1 - .1 _!�. = WIER I "U'll A". PIE, , - l.t.m a, a " 's � . FLORIDA Liar 0 4�167 1 1 1 1 ____ ___ - MAXIMUM &S."ESIGN.ERESSU . i I ANCHOR SPACING R STORM P ,TALLATIONS INTQ WOOD STRUCTURE (VAUD ONLY FOR PANEL QINsTALLAn0NS AS PER ALTERNATIVES TIN THRU 4W. ON SHEETS 6 & 7) VAX. A_S.D_ MAXIMUM ANCHORS SPACING FOR F-D, - AS SHOWN ON SHEETS 6 * 7 AP11,1C WXWUM DES." PRESSURE C�atl AL7jmTK- & ANN 7,;�, .1. RATING TAPCON LAG SCREW PANELMATE FEMALE 10 I PANELMATE PLUS Bus WOW HtNO If COME"I'llION (IA.) I 1-1 or THEM _LP Ir __ IW (TOP) ____2z__. _____1L3i____ _--i-a�_ 13- " ___i_3L_ ,3- __ 13, I* (BOTTOM) ____23 -r-_ S_L�2�_ - __1E____ ±_Il2- - 6 1/2' j F6�'I/4- ­ 6 172F --a 1/2. W (w) __ - __ - ___ - _ _ ___. ______ 12 1/2' - 6 1 2W (9011i 5!-Zr I I ­­_ I I 11 ­­­_ __ A:__ ­ 1-1- ­_­ .. . '. I, " _­____ ­_ S. _2�!: ------ - _7._;j , - , (TOP on LIM __ __ a- ­ - _ ___ 3w (Earrow) ___f_ __ , P:.___._, __ ____ � B __ � __ - . _ - B. ------- ___. ,-,p� -_-_�k:-j ---_-J3,_--_-_-_-_-_-1-3, __ (I OP) --- v..;. .46 - -45 - ­ 1.13, _ 13P Ir 13" 13" _-__­ 13, . " (80110111) OR LESS 6 V� - --- * .____'_13___ ____ - w ­J-72' - 1w (w) _____12�__ _____L_4�___ I 3' I3* ly ___ - 6' - W-00TTOW) __ ____i_3�_ 6 1/2- __ 6 I7�/,__ --a 17/-r- _611r_ 1/2' __ IT ) - ­ ___ I ___ - , a 1/4. ___._ 12 1/2- 6 ve ______ 2w (Eirri - - .- >5­0- TO ------.- 4 1/2* _____ 4' a 1/2, __ 5 1/2- - 3w CiOPT le-4, __�- - lli�� _ - __47/7 2--_ _' ___;_ - ' '; _. - 7. ____ - - 3W (WITOM) - 10 In- ____ - S Ile I __1­�__.________­ 12, ,2. 1. - 4W (TOP) I ­ 1 13- -_ - - Ir ­_ --- 13' -_ 13*-- , _ - a lIr 4w.(WTIOMJ- . _ - fT_EE_TABLE #1 FOR MAX. ALS�D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPAftilj��_IS 11 I Ui CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 ­ M". ks.D. MAXIMUM ANC14DRS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 APPIrLE NkAjNU DESIGN ALTERNATIVE' PANEL TAKON LAG SCREW PANELMATE FEMALE 10 PANELMATE PLUS ,,DC, BUSHING PRES15URE RATING j & ANY COMBINATION ENT LE., (P.J,) OF THEM (H.) 13' 13, Ir 13, 13- tw (lop) - 13 . - __ 13" _�F____ __ 13- - '. - Aw (BOTTOM) - 6 llr - 6 1/2- - 6 1/2. __ 6 lj�_ ___ 6 2 2�j - (TOP) ------,-- - ---------- - B I/A. 22�YZ' - _ 6 Ile 2W ( - j *-a" I 5OR ­­- 7�,_....- ,-."----- _;__ __ 7 q2 _ __.._______ -,-- ___ ,----,- a' ___11 - li- __ - - _­.w­.___._­__­_1_.. - --- - ­_ --- - - ­_­ S�� LESS ­ -------- � 7 lir 8- 0. - __ iw��) 13. _ .__ .--- -.- _. __ 13,--.--- _ _ ___ __ _. __ - ___._ _. - 1 >.45� -45 - - 13* ___r-__ __ ", - 13" _­ly__­1.__ 13, To +75. -75 ,__._1�:____ _.____ LAL___ __,___2' 13- ­­_­ - ­­_­ low ___ ___L*�1_01_ 12r __ ___ 9 1/2' 13, -.-------,--- 6 I/2' ,3;------ 6 1/2* : i3_____ 6 1/2- 6 Ile __ 6 1/2" 1w (BOTTOM) 2w (TOP) I-- - __ - - -i-I ilt�__ - -1 2_1/v__ -; -, �),�W_ 7w (SOFT..) >5'-O' _­ __4 112, - _S ­___ r ______ 7 1/2' __ _-_____­ 7 1/27­1 - 11 -1 ----- -- - ------- - - � _­ - Tw -aop) - - ---.--- TO r-S* - - - 113, T -5 i � fff., __ f ___ ". ErJ_ 1.�:_ - _________,___ -.-- 5 112* 3w (WITOM) 1_____1 1W MOP) L_ .- 1 -13- 1 Ir ___ 1.3* _ 13" - __ -;F' __ ,4W iw­) I ___ __1 R VAX. A.S.D. DESIGN LOADS & MO. PANEL LENGTHS WHEN SPACER 547IS NDINC ONLY TO ALTERNATE 2W ON SHEET 6 ­ I I TABLE J1 A A,S.D, DES" LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS r, ,-a. > 40 PSF TO 50 PSF 6'-2- E-5o --Ps,T- -o PSF - 5'- 1 O" __j A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FpAJLE ID OR PANEL MATE PLUS ANCHORS & W/ Q?29 �f*1!41t�,,Q_ 1/2' O�C, IL45TALLAI]ON DETIAILS FOR UFE SAFM PANELnl INTO POURED CONCRETE OR CONCRETE BL09 SIRUCIVRES 1/4-t 7 CON ANCHOR * 9'blc - msr,N; PouRm _dbNCRm OR 1/4-0 TAPC(n ___ -.- � _-V � ANCHOR 0 9 DO CMEPOCURREO NC'0 "LOCK �` 0 '_ 2 , W` 11 ` 1 1 -1-11 t�, ` , 1 "�r , G�_ , - 2 � I , ,___ , . . ,.-----,,5 . .,4____,_, " "'. I _/, ".. ; ri, 1. 1 1--Q, _­kkj , � CLASS I y�'&" I 0 - I t- , I , -, N I 9 I )1. I UDO`R VAR r-�n I 0 .�' 't , 1 7 " I I I 'L' M­ , 4 ,/ I PAMi LENGTH I 0__­��­ � �­ f - It - � (SEE ELrVATlDN b I' W.P I � 09 SHEET 12) p-SEPARATIDi, - I TO GLASS : I I I i I +rrrmr7r , , i I .1, -1) Ll� 'A", [ I ; . EYISTING POURED i I - - ��', I _ � t - z0C. -/�,,_,�,--� 1 1 f5) COZ'Ri4� REQUIRED -, r,�/ I Q'If - I , r Z 1* " �Qm "io L*l 11-1 - I I � . ��',.'�, :1 , ��__',_ .­,_ I �1 1, , �,4"*.11T11/., C jLj�LS . SP I SEE $HIECIS I & 16 FOR AHCw TYPE & SPACAM FOR WALLAMONS KM WOOD FRAME euaae=� MIANUM ANCHOR $PACINGS AND MI'Ma" ECCE DiSTANCE ARE WDICKITO ON TWE SCHEDULE. FOR Ex. LESS THAN WDICATED ON SCHEDULE REDUCE ANCHOR SPACING ,ULTIPLY,m SPACING SWJW14 GH SCHEDULE By TH FOLUAKWO CACtM FOR THIS ORF-ATION To Or POSMY_ PMaO SPACING ORTANED USING FACTOR SK4.1. NW BE LESS THAN MNiMUM SPACWO INDCATC1, FOR EACH Aw-HOR T,Pt ON THIS SCHEDULE T/A..­ 1/00 AN* M m -1 PK� IAPGOR� � I MfliIMA& � SPACM 00 I . -__ �-_�') -3 3 ielA,Mtmat [a_.W,�_ip;� -, --;I/,- Amnam ,,, ow "am I ­ I Yr. �. , __D� - n - - __ - __ ___/r____ - w - - ----- � I r __ - --"-.-. __ � 5Z� I a_.i -, - - I�w ­ __ - - � ­­ I � _ - � " _ - - i .­­ - 1 ." _ C , �_ �, D - _, i �� ..... . � " � ,""'," , , �, , , '' / "�, , , """'. , . - "-,- _ �� � � / " ,� . _�,,_/ '. _ 7L i , I � - �_� , . , � �,_ , ""- , _ - , ,�il " i - N cu 1. mi. . ff­$EPARADI0N - I TO GLAS it , V, I ,L-,-- 4_, 9, - , "' :" '�-v � � � 0 , 1, "IST-KA V � I � I T� VASS 0 , I i I 0 1, I I I I 'L' MAX I . . h .1 I I 6' PANEL LENGTH (SEE ELEVATION It , I, j 1 04 SHEET 12) 0 -1 " 1, I - I- 1. I : - -,--- -,-- F - - ­ 11 I- I __1 - I— - I - "': �",;-:.j_;,,--;�,:;j ­f­, ', _­", , , , ,�4' ,�,�­ I 1 - ; v,�,�,i � , /�, 11 t 01 � 4`��1�11� '1�1�"1.1. ! i 5, 1� ; " , �- �. Disma POURED , �'_,� - CONCRETE O�GCt ,,,,��,:, i K, 4 CRETE 8 x 1�,,, ,,� cow �1/1 REOUkED. "" <400"�'ii` � �1_77_1�_ - - __ , , ,,�; :�,, W -.1 --- , �, � i/4'. PAW-1-4011E 910, � - �, - ,� - ANrROA (BEYOK) ) WALL MOUNTINGS SCALE 318�1_ MAXIMUM A.SAD, DESIGN PRESSURE RATING (p.s.fj AND CORRESPON12ING MAXIMUM ANCHOR SEACIbIG SCHEDULE EOR ROULAR MRM PANEL I INUALLA-TIM5 INTO GQNCRM A C12NCRETE 8=6 STRUCTURU (VALID ONLY FOR PANEL(DINSTALUOTIONS AS PER SECTIONS I THRU 5. ON ,SHEETS 4 & 5) MAX. &S.D. DESIGN PRESSURE RATINO (P,01) ____iF__ MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW A'PUCA'U` To SECTIONS . !�v MAXIMUM PANEL LENGTH le ((L) IMOL &5,0. DESIGN PRESSURE PA14NZ ip:mc) I MAMWUM ANCHM SPACING FOR MIN LO, PER SCHEDULE BELOW * - APPW481E TO - I a Aw : �� I MONUM PANCIL LENG1 *L* (".) TAPCON SOLID-SE'r PAN ATE- MKN�E 10 PANELMATE PLUS ZAMAC-MUN CALK-414 TAPDOR SOUD-Su PARELMATE FEMALE IV PANELUATE PLUS ZAW-MUN CALX-tN - To wcnn .&t, - M ao� I ID __ 8LG­ 10 C,.,.,M To CM TO 10 = = C"Awm TO To - TO -T-710-- � ca"a"c"ff .1 COMBINATION Or THEM 1____111 To M&n - 10 TO ""� 10 '=' To ca"DRE" To VM"' GGIMIORIF- CRINT I - ,= to To I 0 - TO - OF ItHEM +45, -45 I& . 3 13' . 13' 13. 1 r I , I 3- 13" f I J, -T (TOP) I llsorr,om) --.-- 2 (Tw .---.I- 1 __ 3 (TOP) - 4 (TOP) (BOTTOM) - __­___ 5 iTop) � 51-6, OR LESS 145, _A-, � TO 651, _d$ 13" _L13 __ �_ 3* _L - 3� _L _ _L Y _23 _ �, _ 13' _ J_ _13- Ir Ir 7r �fil IIV t (FOP) V-a' OR LESS _13:__ ,,, --Ir � 13, - I F_ - - - - T­ __ '. ­ ___ IF ,.-,-.-- 13, - - - �3- - _I __:_, 13, ­i2L­ Ir --iF_ - -, ­­B� - ­­­ __i�L _13"_ - 1�� ___!21_ W - ­11iE IV -Ir - 12 112-1 __ ­1 1- 6 -- BLI 3-T_,�E_­ _i_ - __2�_ _t[ -, - __ I/11i_1_/- __L�j_ Ir __TF_, ___ 13, - , y _8 ____ .. 1 - - __!�r, " _71i 13' _T3";,__ .--- 13, - ;F_ ___a7_T_­0;_ - - B. -11.1-1 -.1-- - I l:__ " 47 Tj - 13* - -1 r I— I=- " -IS* 1-1= ­___ 11 13, - ,:,;­ _� - i /4' - __ __ __T3: ly Is. 13, - __ IT- T3� ____ 13* 13* .__ 1/2,112 1/2 . . a' ­� +__� _­­ . ill I Is* __�___ 13* 1 13- 214--i2l - I �_ 13 � I� ____ 13, I Ir - - I --F , s- .� I,. � - ,3" I 13, 13, 1 L3, - - . 1 _.:�E[:� 13' 1 13 13 . I ly I 1/1,11 T/4- a- 17 1/2- - ­1S. r -4 _T_­If - iF 13, - _2��_ ir _­ - 1 13, 13' - Fi- ­___ 13�7 _____._­_._T_ 13, ­;F - ­­ 13* is, .- __ __ I i 7.3" 13. - - IF ___ r --- '37 ­ 13 . __ 13" 13* -_ 1 i;� 13- __ - :,- 13,; Ii ___._ - W ,3, -_ Is- 13. - - -- -, li� 13'� __ -, _sl.�LIL _,/:� tr III - - --- _!l�, ,3,;_LT, t/P - L _(-) LLn �j L(scvnvs� 13, 13" 13, ii;__ 13' 13' ll� 13, I - I 13, 13. 11 1/2' 3 (TOP) - __ _1:__ - a, li.­ _­_. ­ _W - ___ _ _LI/K - �__._ r ____1 W 12 1 l2- a' , -i.-- W_ ______._______!!L__ 13, ­__ 1�� - I 2 1/2' _ I R* __ - - 13, ____ Ill __ __ 6 Ile __ a" _____ 13' ____T___ . _j_3 6 Ile - 6 1/2' __ i __ W - _ 13' 12 1/2- !12 1 2 - TTT a- /2- -e __ - - _­ " � -, , ,3' W _ .----.--.-,--- 13, - I Ir - -T3w - t - ______T__ a- I 6- _____ '. 1-_-�-, - 13' 1 _______ _L3: ir L '31 -1 :iF I3- --- ---"-- - , - I - .� I Ile W - - -_ �-, --- - 11 1/2' __j� _ ___ 13- 11 1/2' --�j-- -1, I -;-j� --- __T 6 I/eT6 IV I -- 4 (WT04 _­___ 5 (TOP) __ 5 ISOTTOW) -,-- - - :,;-- 'i�___ri_ ' --'-- -'--- - I 3K-1 - 1 '_ ,a - 1 - -.------I- __ __ __ i 01 - 6 I/elf 1/4' ______ f, _!B� a (TOP) ­ - ­ a (9017�)l ___ W W ly 1.3, ; I . 11. 6 1/4" is- 1 ­_ - I - j­ (lop) __ - i (WrF-��)'_ __ - _____ - ___ 6 Ile _____ - 6 ii ill Ile __ 732 I— --- in __ k ____ 7' 51 _a�:_ 13, 13�, - ±_'4T_ * 'Ir im?__ ' - § j: 9 1/2 I 7' _13 ' 7' W � a 1/2 - . W 1 7 - 7 ___ A_!/_�_ 10 1/2 7 1/2 7 1/2 i 5 1/2 - _1 I/ �n_ I !_2: 31 1 61 - W_r4 i/F I (Toq- - I tsarmmll i 66�) --- --- - - .S�-d* TO W-e I Il . , ­i_F_ ___ __�:_ 7 172F --j:F_ 13- _1�:_ " Ir 13, ­63z_ ± 1/�� - 11. is* a 112, __ ­�O� is" 1/2* I 5 1/2' 9 � , -i-I -a 13- 5 1 12' .--- ­_ _L�:_ ±_11ii I (top) -_ j_(-) . >5 -er To 9-6, _ __ 3L_L_Bi_ Ir I r Il' ff 1/2- 13- 8 1/2- �l 5 'a N, 11. � 1/2, (TOP11 __T_ 13 . _=� . -1- - L __lL_ l L3: [I IX� _�_ ,3: t IV/2 _T(�_ 1/2, 7 112 __ IF _1151/i� 2 (BOTTOM) _L 13' 17 llr 13' -.-- 13- _ 13' W ly To' — il- 1 8* - 13- a 1/2- �2 - . (BOTTOM) ____ __ I31 -, - - � _��_ __L_ 1. -_ - _­ _r ___L3 13* _ 12 1/2* - __ 4: _lj:_ 13, __ 12 1/2' 72� � -I _ _ 2i_Amll - 5 I/elff ___F _ti _ 1/4, _11;F _ __� — _�r J 1/2 - ::6 � I /" , m 1 1 - --t R; , � , --------- t--i— 10 1/2" /2- -,:--T----, - T-j;�j7t­l- __ __ ,3* 6 1/2* __ _j I/4 j 1,74� - B-T)F __F­' i crop) 3 ISOTTOM) '� _(Top) - _- __Ti7_i72_ IF __ - 7-T -, - W __ 13' u - --y1_1 __ - � ,_ � a 1/2 — _ ,3. ­­ I2 �/2-;2 __F__ ­_ _K_ 'j, ___T_ - 3, ­ I/2' - v, ___ , -=--. f , 13� __ . 'y - I . _ I Ile � �, .- 7 - - ­__ r - - 1 T;r_ — 'o, - ­ - e ­ - to- ___ — __1L_ I� �_ -1 _11....­�_ - 1 S e --- --- B. - 'r I ____- -.,—. __L1:_�__!i_, - -­ - - 4 Ili i� t3 I/i� -.-.-- __ -i- �j2- - i.f ___ — _.-IL- 1j1K - , / - 6 14�1 I LY1, i 't _T/2" v __ 7 1/2 - - 1 1 16 1/2. - !_,�) 3 (wrtic,N) iliop) __ 4 (ROFFON) 5 (TOP It --i;--,- _L-IL4 'y 1_=_T__ -, 13 ­�­__ViL i - __ �7 � 1 7, S* I - - - _a�___ Lr 13, ­ , 6 /Ai- - I a' I ir I I G 1/2' I ,jj� ___�: I Y - L3_'I 13, - ---,-.r-.-'1_11 I - 9 1/2- !_1 /-2'. 1 71 _ __ � -t- a- � I - -.- 13- f S 1/2- _ 1 2- /Li:t 1 it __2�'_ io- -, - _�� 7- 1�� 7 _1n__l_ 1 _ ____­'__ -i 1/�', - - __ To 1/217 W - j/ . , - - t _ r , 7 _�lr � /�-�j , , i IF t 5 , i 7 - F , / � j_ _ - --- _ I - __ 7 1,12- __- - __ - -�3* I W ' I3- 16 t/2-15 - Is* 14 1/2'16 - I E/i �.,/, ___J_ 4 _(wT_T0m)_ - --im-P)l Ts -_ �i�w)l (W) - " (66F;;iI __L3�__ 13 - = i, I 2, iz �1; I R ". _' -I' ' __ - i7et "' --i:,:��,li. ,- B 1/4-16 - __ ;z I '; 1/4FFG __­�_ 10 -ri- - 11�171 _,F�7 _­ 13, 19, ____T__ I ?: 1, 74-r. TIV 2 " __ ) !, . (TOP) a 2!jj7f�j SEE 24M 1 1 fOR ANCHOItS TYPE & SPACING FOR OWALATIONS TWO ~ FRAME Wi 9 ­AAJ ANCHOR SPACWM AM MIRIAM EDGE WAKE ARE INOTATED ON IM5 SCHEDULE FOR ED LESS THAN Mv.ATm � SCHEDULE REDUCE ANCHOR mmcm W WULTPLYM SPAC" "a" ON SCHEDULE By THE FOLLOwm FOR rRS OPMTON TO BE POSSPOLE, REDUCED SPACING ommRED Lmm FACTOR smAiL NOT Be LESS THAN w4wuv srAcw wb,cAtED FOR EACH ANCHOR TtAE ON THIS SCHEOULL o - Ile--j. Ile - ­ I/,-. - 11414 I/e. ANCHOR TYPE __�C4 , _1 - svio-su oimaji�f R., . --------.. � PMIS - _ ­ zimoc-M,am � - - -,- CALK- moilmum ANCROR SPACL44 Co.) 3 3 7 112, I 2 in WmAmmm em I �!3/ ,/r '.. ; - I I I /.- I pw� (ED.) -i;Ll -� � 3 I/r __ - - I 2, T '/Z - 3-il­2", 7�W_ - - , AMK MW DISRAHM (EA) FACTOR - - ­_�i?*` - - am - _"I - - __ __ ___ __ - - - - - - - __ - , ,/.I- __ I - - t -, --- - - I I ____ - - - - abP - - - I - I - . r __ - __ __ ia;__ .__ , t�D - am __ __ - - __ � _ I I '-w- - - - ____ - I.. - I ­ i�av_ - -1ki, _.��� - . 1. . 1. I- SPACINGS ONLY VAUD WHEN SPACER &S USED. SEE TABLE 11 FOR MAX . . A. . 9 DESIGN L06DS & MAX PA14M L04GTHS WHEN SPACER 0 15 USEO- ________________ ­­ - . . I �3 _� _I - w, D.M.,(2j). � - � 11 —77-77777:71-1_� _­­­ .1_..__­_1_­. 11 ­1 ­11--1­11 — ---------------I , , I �_ 11 (�) .1 (�) - _____ ­ I I------------------- ___ �.,____ ­-.11 v %J w w %j . - - - __ I I I J-­ --------I------;----, - -- -[----I --- ----------- - --- ­­�­-T—p !I, 1] , 1 i � � i i I i r---,------- � I I i . 1 , �f l t I I " i, i k, I I ; ! , I �I I 11 I 1; I I ,. i I ! 1 I 1 I � I 1 I � i ;� 1 1 1 I , � � I I : I I � � ! � ;1 , i i I ; i I � ! I t 1 1 1 ! i ,I ! I i I I ; i I 4 I � _1 l� I 1; 'I � � , , � � --i — I I . I i ! 1 I , 1 __ � _ I �1 z * : T. 44167 1 . . * - TA11LE it A ______ - ____01 A.&D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS V-13' ----. > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF s'-10, A MA:l� PANEL LENGTHS ARE ONR VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & ill/ I& SPACER AT 12 1/2' O�C_ 42ov, MIEM Ac. 1 24 GAGE GALVANIZED STEEL STORM PANEL .'I*- 1 - /27/2m \� LIEC 0 me. GLOBAL PROTECTION PRODUCTS, LLC� *�, 4M S.W. 5 SIREET 20- I 7.5 011AAMC.. I No a . I GAME, FIL MI* .). ROOME, (VHIR�7!5,45. 1AT­ t'lw, - -11 I ­1 — - � - - 11 -11, ­ - - - ANCHORS (SEE SECTIONS & ALTERNATIVES 09 SHEETS 13, 14. 15 &16)------ -- ---- - --- _­_ __ 1. __ ­_ � r*R-IA/13, R-2A/11 R-3A/14, f+R-18/13. R-2B/13, R-39/114, 3* WAX, , R-IAW/15. R-2AW/15. R-25AW/i[15, R-IBW/15. R-28W/15. R-38W/16. I*vH_ - ____ ---.---,- - - - 1- I ­_­ ------- I __I , I t L/2 ; I i - i I I � ?0.1. S�s, I was *,O I � I I . �, � I , ] , , � � IV . . - , � I � : i � I � : � I /-Y`l,e�i� FOR PANEL . , I � i L 1 MXL I I \ , i � i � , i � i : (D I O11ER V-61 � \ I I I i PANEL LENGTHI , I � 'RI:GV,AR STORM PANEL , i I . \, I C, ", I i REGULAR STORM PANEL i � 8'-S* 0 .40.0. -40.0 p..,(. , I I i � q / , �. I , . ; (W/ OVERLAP MID PANEL LENGTH BUT) - , , , I 3 I I I ---- 0 ---- � - - , - ,� , ­1­j ­­____�_,___.__­­1 ------------------- � � i 1�_i___ __ ' , �,� I 11 I 4 � , � I � ;1 Lin SAFETY STORM PANEL I , � , � 7'-6' IT +50.0, -54,0 p..f, L -1- . I I � � I � � i - I � : " (W/o OVERLAP MID Rmu LENGTH DOLT) I � - I 11 I I - , I - . �_ � . I � � I � 11 �, - - � - � - . � -, 11 �/ I , - � , - � , ; . " . IN �; I - - , � - . � ; L � .0-�O.I' I - I i -1 I ,� USE V-8 MIN. PANEL LENGTH __ � 1 _4.�,,_ ; , , 1/4 - -0. - - i - I ------ - -­,� r [ . , � AT ALL WOUNIVICS , , I I , ; ; 5.51 BDLT5 : - � I I � , ­�,k, . I WIP r I � � 7 1 � I i ; I � ; AT EA, OVER. I I ��-.,, I 'I,' I I I � , � . I I I , � I ­ . : I I � 1, 1- __- , - -, � ­- , - - ­ ­1 I ­ .1 I I __ I ­_­ I - %_ __­-, . I— � . I - ­ I ­1 ­­ 11 ­.___­_ I- - I—— - . , -,. ­ ­ - _ I a. , - ___ - - � �___ - - - - - , , ­­­1 .--. - I— - -----, - "--,. , - ___ _ r, ; L/2 ! __ - - - - . I , I I E . .1 t � � . I . � : I � 1 ­611 � Ab,.� , �_ .� ., - - - - - .11 I I I I � , , - I I f , . - ----- - I -1 -,---- - ----- __ ­ - I - I I I � I � . I— � I - 1­1­111.1- I ­ ­1 ��_ __ I _­ I ­_J_ - ___ , __ � � " � -1- __ __ � I ----- - , _1 I �_ :, �, ---,- , - - , , '-'--- - , - - " - ­ ­ - - I " _ - _ � 1-1 I- , . - ­­ _. _.__.1 I—— -1 � ____ ____ , .1 - �� , , I _­ - I � I ­ - , ",- - I � I - - ____ - __ ------, ______ � , - . I '. ---- I - 1-1 __­ - ­ -- ----I,--- __ . ,__ _____ ___1____­___ __.. ,_�_ �. _§fU6 - - - -1 1 I I ­ --- ----- � ---- ­ I L91.111-1�%,�`!,PYSAFM' ,:, , - 1�1 I _ BOTTOM CORNERS -I- ,, X) � 0 � D.M.,(�). _ _ LA____ I �_, __ 1 1 1 -,-- wll� i[ - � ­ - ,-- i - I I , � �_OVERLAP_ I �-OlIERLAP- � , � - or (�) - WIND NUT Al I , Will', NUT AT _ � Vit t INSTALLATIONS ONLY VALID FOR WIND �3- -MAR LIFT PANEL RIGHT PANEL 3: MIN L I I' MUL � R-TA/13, R-2A/13, R-SA/14� R-10/13, R-29/13, R-3B/J4. I I SPEED �JP TO 170 ..p.h. I R-IAW/M R-2AW/115. R-25AW/Ifi� R-IBW/i5. R-20W/15. R-SBW/16� __ I - 11 __ - I � -- ANCHORS (SEE SECTIONS & ALIMRKATIVES ON SHEETS 13. 14, IS &iS� � , ,-- - - - ­­ I Ile 'MAX. GAP - LIFE SAFER STORM PANEL ill) ELEVATION (t) - i- ", : : - �' SCALE I/e-l' i �, IN, (�) R, RED �\ STORM PANEL (_ `MTU*P,�nI­w_a`L` vNi 010 STORUMLARPAND, ' 11� GULAR 2,687' 1 " �i �_ , I'll "�� I ,w � v �� - - ----- _. ,�� =' _ 7i l�', I "wo"00MR, 1 22�ummv j --- - ---- ------ =­ � �F= _­_­ =`_ ­-W ------------------- --- � -------------- _vhll;vr�n -A -1 � . , , __ __ - "R W, - - k, CA, �* -­��6' ­ ­! -, - ,- I i $ � 1�5, I 1�y I 0 � , I /-. -OVEGLK-,f` . *' r %. , , , IS : \ ' I ­­�==��=--_----Z'�i �Z=�­­___­__ _ z � ------- ---- 4_­__­­_,__­ ------ � -42 ------ ��i­�=._ _ =- �-__ - .­��7._­­ - I __\ -------- . - , - - - ---- �� I - ­ 11-� �� , 1/4 , " .�171­ ZVI\' �7; - �� -, �_ , �/�7��,� .. W '14 I I \ -1� __ , � , - � - .s ___�. -Z 7 � _ \__'K��­l -, , MY - � - I I "I I * , . - " 5 L� 11 (D z * * . = " , -O'. .:* = LIFE SAFETY PANEL = -tr.- - - - - z FLORIDA BUILDING CODE (Non High Velocity Hur Icon. EXTERIOR SECTION A -A SCALE 1/4'.I* . , .. , . . . ­-NRI .", , . ".. 1�-. I J , -, - __......,.1/71LrEC0,Mc. _­� il / alclP T,LrEm, m __ Z;--,\ \ 1 24 GAGE GALVANIZED STEEL STORM PANEL . I FY� DANA'A ft GLOBAL PROTECTION PRODUCTS, LLC. ow Sm. 5, slew O-E. Fl_ 3NI. � PHOH'a �(�)m_�, FALL (sul,w-a"'? 07/n/21ma WE TILvT Itn"a & rNommeel COMPANY . �_ .r.�t , �_­­ - _�L_I_e_111_111 20-175 __________________4__. CA-amis _2� i I -.1 - I - DRAA1H_ P.E v_/qBxATURE/lwTE --- - , I =1-- = " —w,- f__ _____________ - .- I IL4STALLAIION MAILS FOR LIFE SAFEa PANEL NTQ WOOD STRUCIURES - I � � 11 ­ -,-,. __ - � ,,�­ v - � � �, ,_­ ,- 7 T, - � "�__ , " I -D " - " I .- I ff 17 "",­ ­ 1-1-­­ , , , � t "I —, � , 1, � , I ­ 1. . ,,, , I L I I � I— " , �h -11 I L, 4- � � � ��, 1. �� ­_­� i � i I —I � , -77 L �� �., _,� , I - i" - I "I I - , - . � I . " �� WWD WADER " � . __ ; � WOOD "men .1. _" I � 1� WOOD HEADER 1-11 1- __ , WOOD WADER I I - - , - �___ - 11 . � _. [L. __ � k, - � ____ - -REWIRED -WEWRED I -WORARED I I � - ".I - - _L, i � O� "t I I I I 'RED I 1 � - .1 71 , I - I . I A �, I., T� I - ,: . ,�'� I ,� i � . � ��i - � �, I , L -1 �, '.1 - . I I - �, ;I __ , , - -,, __ I �i� ,,, - , -� -.., I 114-1A TAPCON - I � !� � _ ',/4-. TAPDON 1, � I 1 114-0 IAT:T! 11, e � � - ­=4 TAPCCN :,� __:::, I � I I I `11 . � I �� I � � I -ANCIOR 0 9' , __7 . 4 -en� ANCHOR 9 ,Q* oz, I :,� '404 a 0 O.0 1� , , T t ,ij , . � I _' , � � ,, 11 , "'. _ AN, " , I" � "I - OR . ,. OC 1 0 D, ,f . , '4 i It .., I ,, I I I I i I 11 � 1, r 1 11. � 1 1 1 f �,, i "I'Ll' 1 , �� 1' � I , �, ) 1� I I I - I .. I i �� - - 1 ill - pr C i .. . !,� - I : 1i , � � � o 1 1 1 . I J I . . ,�'I _(�) , I � ,,2 1 �_ �, � :_-4) , �4 . i � I .1 , I - I ill , I 1_'� < D2 � , I wsos& I "i " - �,__j I I "ig 29*6�a �. � 1, j I j � , t 4 __ I � 4 , -.8 m0ab � - "/,. I � �� �a mo*- - '. I I . I z - L . 1/2, 11/4- 'I., - Ile 1 le .. �, - ' 1/2' , I/e , _ L I � -1 /2' , 11/4' � , " I. I- ,�, �) . , , . � I " I � � f � 1 ; I , __. -1 I � � I . �,, F :1�� MAL � � ­ I - ____ I 1� 1 � � I , i , .� - W., - - i ,. , = � " - � � � I I ­ 1 - , I -1 tj Nw --- --- - I i 1 2* 1, I I I � 2 i I , " �,� , , � . I I 1 4 I I I � � i . A, I I - � . ,,G I. ; -�- L I mi.. , ", i � . r , W tl L . 4 I L 'ill - i , 1 2 I I , I . I i�l I � ��i I I " 11 c � L� . , I � i I - � . I I - I I . . I I I, . : I I � � 1 1 I I 1� ; I - __ I . I : I . I - �11 I 0 - -I i ,� , F­1 "I I I I . i .; l��7 1 t - .�� L'INE I (�) - I 0 I_x I � 1-1 � -1 i _f�) i I I "O i 11 0i I I - I I IT , I - I 1/4't�� ,I , , 41 I - I �171',;RL 0 'ZOW . � " It � 11 i , - ll , i I., I I 14"' ,'A - �, T I A, � 1-11 C�-ttl�.' ' . - .IT -1" I AT CA _.=�o 0 G , , I .1 . I I , 1,---,-.-��. .", -w-4 - I M G, M - I I __ - _t- __ 1. tm "� I - �Nqq � _ I uAct, 00 r-10 m ,- , ,mM;,,, ,Ncii ­-, 1,114 I I i — — - t, — -1 _i%wEL t f - " ' = INK %, I 4 I v" 0 1 11 � I 'L' M"_ N ; I , " 41_ �=!__­__ ., ­_ _.__-__A E. PANEL L04GIH It S_ 11 I , ­­.L� 6 ,Ia PANEL LENGTH 'L' W­ . ­­­1 , - - - -- I -C Na., ,, ��­, �t­ __ ,- � ISEE 11,71,11, " - ----- "m � I '-'L- I - 1-11 04 I " (SEE ELVATNON 0 ", i - it � 4__ "I f ; PANE " ON SHEET 12) __ - 1__11 (Sa LE= ,,, .. I ON SHEET 12) It .1 I � PANEL LENGTH I , , (SEE ELEVADON N II.___,___41 E. .- - , A-n_--.___,, -,­ I V_ , !, --I --------- i �4 � L t, - - t - " � t -, i ON SHEET 12) n I a a, ON SHEET 12) ; - 1 11 I I I 1 0 �> f 0 . __ _ 1. ­-, _1 a I* M;,, : - __ , __1 __ A .______ , I 11 ,, __,�_ I' W� i I , 3tf`ARATIbAf - i 0 - __ __ IT t, min, I IT TO OLkss � " --I, ) j 0 I* MTP. 11) ir -STEOP WGL0kT'0s!' ! l 13 E0711= - - - a 4) � 1 V,' � !lL.__S i - I it I S f � IT­SEPAPA=N - 0 f I TO s 4 tr I 11 I 0 ILI GLASS I & I I i L/2 I I If - C3) I : : 0 - � @ It, 12 � � - � I I . - = C50 � I .. � 11 1 1 v ­1 0 i 1_, - -- ,­ I I L, 11 i ,,, ,- . I 11 ED -, 1� I ED. , " . ,_ , - - !_ __ I . ED. � , , N I - i 10 � I - ,�, - -, . f � � __ - I I � � " �,, , ,I ­ - 1�^, I 1� �� _� I I � ; I I- . I J, - " . z!- . � , ED - t , , �, 4.1-WHO111 E!G - __ -L - ��_ I � .- _1____1_1__-_____-_t__1 I � I. 1, �� ­_ j I_ ��n .;�__� -..-- 10 0 Msd I "., ­ 11 � "I � , =�_ -1 I �, -77 � I ... a," 4 , - I , I , � :1 r I I �_ i I i � - - -, � , .011 - I I I I -1 ' 'E Wool �4 ­ � - � � - ;, I , (41 ; I _ _ 4,4) 2'�. � , - I �, - jr, - __ I I � - - I I 1 �2' V;�- ­ - . .1 � i —1 i-.. . I 1, � . _ -, , � . . IRED :] r : . � I ,* "I I I - - , ! - . I � PEW , � � I 0 " I/2 O� I WO TAKON � , 1,'4"ir TAPCON I _ I f�i 141',MIA" WO,011 I I I � r , 4"! ___� , ', , -",:,-,, ,�, �� �, ,- - I i __ - I I ; , T CH .., 1�1,j I I i �&CHCP a 9" 00 , 4, � , , 'i " � I - TAPCO11 , . I I r, � 'I , , � , = 11 .� I I STAGGERED W/ STUD I .",-i'.. � 17 � :�[ RroukRED , i _/e � � � : ;� !1 _' - - ANCHOR 0 9' Or - f 11" i i I I : I I I I I l � � . I I g'.0 WOOD �. I I I ! I I p � I 1-1 � , 114, WOW � - , - PLAIA, I I I � - � �, : I - PLATE - � . - . I � I . ­ , I - - � I - . - . REQUiRED .1 ­ - - � nwRED - - L ' - - - -3--f 1 .I . ; i � . � -,:I, �! - , - - __1 i I 1�%� 11 Ill AUR XUAL R_ &UINW-28W ALIERHADYF6 IM I 0 A%PtW- jp- - - 040 I 9 PANEL AIR PANELS 0 WEE PANEL WAII-MOUNUM 0001"i WALL-MM11M 1#4 SCALE 3/8-1* SCALE 3/6-1* A. .IQ �..� ... I I..` NOTES, .. E -� . FLORIDA BUILDING CODE (No. High Vwloc�ifyy Hur con# Zone) I ' - z .Siva TTIlm W. `p- ; o, 4067 '-. 1 24 GAGE GALVANIZED STEEL STORM PANEL OKwR a, = 1, INSTALLA11014 ARE ONLY VALID FOR A.S.0, DESIGN : * - I - PRESSURE RATINGS (p­f) 00 PANEL LENGTHS AS z * , * i*E ,-,- - s - _� ' 11 T, wrm/lon", _`�_ , LIECO \ GLOBAL PROTECTION PRODUCTS, LLC. ­"­ PER ELEVATION ON SHEET 1Z 'O, STATE Gli� -�,._ ,-, Inc. Dom, I S.W. Si sy;w FOR NEW WOOD FRAME CONSTRUCTIOAh WOOD TESIGMq a m�. COMPANY 2 MEMBERS TO BE SOUT14ERN FINE No 2. W/ SPECIFIC i'll... � ... llosm"; A. -.-I. nut � IL =- ,!MAt=_ . I ." I 20-175 � . 0�.t:, -m� AIDAe t�"".fl -W m.)"15i-sm ­,:,`_. DENSITY OF 0.55 OR EQUAL ---- _ 1;�Ik - ,,,A , I CA-DOOB7 " I - [--I - I - V%MAKD AM - ,;j-'N4t%&*7*cR`TU`E/U"` " I I - -1. l-,,M L_____ - - - tte-I ::a I 1_1 I: i � ZdZ­ awmis Oft$ M&E --t - , - __ ,-I---- __­111 ___ ------- I - I M!F-,L41��Lu�.W.W-A.jmol*-.il,izn;izimlj;l-qg:f;lluzltmr.mtnw,�i�ll!Xi!iolziA*--usil�IDIRI�m!f�,f�41!LII!W.�iziaiu#i 1—CIM-1-1491TRI 4 MI 171,11m m a 71 A A 9 i I 11 J-2 Ofiq F.&M-1 I Loll 41-11 KWU I mulk, hm-10-w-11 HI-ji (VALID ONLY FOR PANEL (D INSTALLAWNS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 3) MAX XS.Dl MAXIMUM ANCHORS SPACING FOR MIN CO. PER SCHEDULE BELOW * ,'PPSUM MAXIMUM MAX. &SLD. MA)0AUM ANCHORS SPACING FOR MIN ED. PER SCHEDULE BELOW * APHUCABLE To EEMM Mi DESIGN PRESSURE III * ANY PANEL LENGTH 4F� PRESSURE I 4: ANY PANEL , LiNrlll I .0 ___________ 11WOON , _____ SOw-SET 10 F4N1i PLUS I- ZAW-KNUN CALX-fN TAPOON SCUO-SET PAAELMATt FEMALE 10 PAREIMATE I" ZAMAC-NNUN I CALK -IN RxTGNG (,,..f) % t H-) RAV4 (F-f ) ON 09 THEM ­, I ;Z-;; ,in mcwm TO COW-" TO oawrrlz�a Pc`MTE " CDNVM IQ Cto�� TO CONCIVE To M oi� CoMaNATON OF THEM 0110171 ki�_ TO � cvjw ,a � " , .- .----- To I w - w, - 0 To .Demm CTO_�m ,a comomm lc� _.I�K___L��__�,_­_,�: __2L____2:__1!:_L,s, ,3* I 12' _2�_ _-Loi- L��) - 13, 1 _ _L_.��_. 5� 1/2", _L_10 _ 13' 6 1/2* IY '6 1/2' - _�i 1 /2' 7 I 6 1/2- - _To�_ T 13- � 1/2- 1 (TOP) - w! ur it' __ __ _T'� 13- 1 - I, t ,2'"-_-L_NL­L!�-_j�nr­ � I I 3" , - _­ _; 13, -, __ 1� - 131 -�K­-LIL-1-L2L­11. 15* -W ,21 - - I3* -to'- - - IQ* 11-1-ponom) - 2 Pop) ­_ _�-:,- l!_L1!:_!_3�__!r 13, 1 a, ­­11.1-1-1-Fl- 13- 10 T /j� - - _. . . ,a 9 -7,3�7- ­B­F/7j� -­ - Ir v , -j- - -,�- `I/j7 l� 1 /2- - -i IjF TW y _�/ 13- -IF- � , _Ti��_ V _W__ 1/2- - __ i I ,BMOM) - T��) CZ, I F­ - !�: - ,__ I r 1 13' 12 1/2*512 1/2' __!2L_ 5 1/1' 3� __! - 5 Ile _2 3L� 13, 12 112- 3: -L - - ly 5 1/2' 3L -2- ir - 2: __L - 12* - ___1�37_ �� ,/.-! v -1 _io:__1tz____1 5 1/4- (BOTTOM) (Top, 3 (BOTTOM) 5, -6. on 'r f -- -- , , i�� - - I 13, ". -7-- , , i 12 Jj2'12 1, Ir R 1/2- . .4- 137 it vz- ___ . I IQ vz- , � - Ir ±!�� I/I* ___ a, a ORTITION ---) 3 v0p) 3 (_TTOM) . --,j _�� I % 7, 1 ,* ­ - - 1 - __B,� A - __ - !:___�_YK i '12* I - ___ __ f_-, � _!l2. a, - __ _ __i7- 7 ___B�_._ - - __ - . --- 3 r ­__ ,12 - '_ , _i�o - 6 1/2. --r- _K__� - I 2 1 /r -,- - r - - " ) ­ _____., I "IT ) t- --!:- 5- -, -1 - - a, �-, ­Sl a- _­i�_T___._­ 0- -.---- - ___ _-'s. - � - _B__ _ , __ G_ jLfri - - ?: _.t.___7!_ -1 .. . -, _;JE __ a- __ _­_­ . ,/2- ___ - . __ - 4 (TOP) ,-"-..--- 4 (SOMM) I—— LEM ­.;�_I :-. - , r 13, _. iL_ IT __ Ir-_ ___ L, I--,' �: i To' 5 170,P) ,3. t 6 I/ 2- I w � Ir It- Ir ;.- 7 I - /?_ 13. 1 a- 5 rfop) . . - -.- I kz j, 2- - i - _1__Lz�_ __ ___ __ -I- Ir 14� , 12. --,a'- 13' .__ 1 To' ------- 5 (BOTIOMI) __ - - - - __13-_I T; f__'11T__1�'.__" __L3 __ -4 _: Ir - -IF- i- �/w - 9 il�_S,_o - 7 1 � 0. 1/2 7 1 2' __ i morl�4) I " " ­1 -T- " I ­F­ 1i 3 __ J'.- - __ __!z 1 - 11 - . __ - -, 13- 4 ­ - -,F - - --,-.--A 1/2 __ ___ 13, 6 1/21 _1��_ -1.2' Ir 6 1/2" _T �2 _,- _1 7 1/2' . 5 1/2 1 r-A A ILI� - I . � 7- - ____I j1K_t__1G1__ - - 11_00 �)_ "', 6--(--- ­65, -65 __ _l - _1_1 __ __�?__ _l-:.1eA___ 6 Ile 1 0 1/4' 6 1/4- - 5 11C ---- il __L4 - ____ - ,.m - 75 --- I----- - I . i-I je j ­e,/4- i -Ile a Ile , 6 1/4"S i/4 - --- I - - __ __ - 6 tj� -is Ile 6 (BOTT, -) I _____ - 1 - 1��21 - T _. _ _!I� _ 6 '/A- _W_LleL2� 3 _I .�_ I, Ile I 2 a t/2* __ .i� I" ____ a (sam...) It - 11 I I W09 I. +75. -75 I - a I --- 5:� -47 1/2' -Ir - .- , VT - ", - =1 - W j 13- 1z, F1�7 :JlL 10 1/7- L��. I3- 110 � 'E'd:nLL�_ � 112-11 --.-- - TO ." 9-114.6 - -] - $� w _T7, -ti- _IiF I ll 116 1/2* 7 i;--? __�F - 1 r t, I/z* _TF-_ ___i;7_ j3' & 1/2' -�-S�_ r -_ 7 I/2* 5 1/2' To* 7 I . -_ ____ _ j2:_L I , - t _1,��' _ 6" I C`T1._._ L(_11nW -1- _IL_iLl�2'� . 13, 17 1/2' __=_1_ __i7e_ - - 3 ___L3:_ _1__�_ 13, W I- ___ _!�L - 13' __ i ­i�__ -.- 1 W - I. , , f '" "' , ___ I Y - -1, -1 io* ___ - I /2'11 - 11, __ ll;r - a. __ S' ___ , 13' __ 13, ____ i - 11-1V r 2 (BOTTOM) _13-__�,v _2:_Li�__ ::j��. r _2�L L3L - - ,z-- E '/2- --w-2-1z?� - 13- a 1/2. ___1b!:_ 2- i/2- 7 i /2. 5 1/2- 10 112- 7 i - - - I y jil. - - ,/2' __ � 6 1/2 �- 2 (TOP) __ 2 (SOTT ) i TiEi�- ,(l,l I , i , ____ __ . . 13 13 � " I i 11 /.� �_ - , 44-P I -- - �`!:__ ii5 1/v TI 1/2 _7_­ a' __ - "' 'i-Ti-IF �! 1w NS'ai�)-­Mi ­­- 1. __!��, I--.- 11 Lr 13' ; - ll. 9 1/2' i-11. __ 13" 9 1/2* ____ __ 7 10 1/2 1/2 __ --.,.-- __��:_t , _!", - k ___ 3 (BOTTOM) �5'-15* - T - - ___ Ti_i7_2. TFTli� I I---- i-We __ , s 17/4 -1-1 T_17i� - T717 ___ ____ - ­ ­_ __ -I-) TO lr_11 - I - ­_� - ­ F i 1 11r ,�� _�c �� 1/2' 0 I 4, 6 1/4" ____ _-7- 3 1/2' 12 T/v 6 I le __ ___ � 1.1-1 - - ----,- ___ 4 ll2' , 6 I�,` e 1/0 ___ 2 1/: � __�__T­ 4 TOP To 7'-5. L!�? �l,l ! _/v ; __!�_ _W�_ . _LLYI� -L -!-'Cl __�_ _L vF ___ - :;� I 1 3- I- __ -, . 4 COUTTOM) ­­ ;­­ - B - 8' 15 ­i_______._______B' /2. I 4' __4 __ 3* -7---- i li� - :��171 --- - - 4_m_mm) - r , - __ __ - a - - - 67 - - 1. __ - r1O _IP 'I. ____ I - 3T 1:1 ]_1__ __ __ __ 6 ,/2- .1 _Ly ?2'4___� - . _ _ -- - __ , , 7 1/2' , 31 _ ____ S' !--l-ammm) 5 ) I I ` "" 4-- q,-. 4� 13, 11. ­Tf­- --,i­ IS- -_ 10 1/2 . ,3-- 2 11 1/2`1, I . a- S. MI— 1 13, 1 13, . 7 51?�)___ 5 (BOTTOM) ____ _jr I r r 13- 13- --ir ,t_ . ,,+ � 1-L 2L-4- i� �,t� _ - 3. " I G .,. _� - ' r- I/2- 2- i� - 3- IF- I . 5 infrom) I LET 7' I ! F - -" � il-- Tlib 's, t?_y�1_,jr�1?_L1_r L0 21 "? I/ 11 4/2 _,/1. . 2:1_ � 12. A " 0, I ,4 �,, . : 3� MP __ ____ 11 _� _ _L _i�: _1L_ - � q - I, , _­ - --J�� -:ik-,� --lil- , ,.: -;Pi`/�t p �ii I - -!2 , I -I!-, - Ll' - �---' 41 . Lf. , 2/4 I - _!L i.!4� _ _j __� 1, - __ . __ - I- - 6 4 t I - - 6 1/4 - --r- 6 (BOTI -il , , _,2�___,S:._,_±�L__1____ I - - 8 3/etlI I/CJ6 ____r i � i ", l, , , 1/4'.6 1/4' - - A - _ __ I SEE SHEET 11 FOR WM10ft rME & VACM FOP 4WAUAT01M MID WOO MiAtt 0101*105. * MRiMum ANCHOR SPACa= AM MJN1N,W TOM DWANCE ARE AdNIATO ON THUS $01EGULL FOR Cal Las THAN INDIKATED ON SCHMAX mler ANCHOR SPACING W MULTIPLI'MO SPACM SHOWN ON SCHEDULE. V� THE FOUL004 W"ORS FOR THIS OFICRAW" TO BE POSSME REDUCCO SPACING OBTAINED UBNG FACTOR SHALL HOT BE LEM PiAN WHIMILU SPACAlZ MCAM FOR EIAC" ANCHOR -t ON TH& SCHEDULE __ 1 le.01 */4**- L-Y4`1. 11/1". i/e* ANCHOR M - - - 1 UPON Sao, , I vo� HOWLE. . , p4mvilixit PUAi __Y!�A, - VAK-44M _ ---- G4x__w lummum ANCHDR SPACM 1) - I � 1 2 Ilr 2 �ll AT11%MvM;fm�U O`j -- - � ,,, I _ � 3 '/V 3 j DISTANCE 4 'I � e�2�m ___T_ --KE: 4 I -:1�E­�_,11;­- � AGRIM. am DISIANCE (11:10.) FACTOR _11/r - - - - a -le - - __ - __ - T - - - � __ - _,iit2,____ ___ - m - a. - - - ­ - - I . - - ­ a. - - ­ r __ a.a 1- im - - ­ima 1 TO, ___ __ - - - 4 .w - _;O6 � I T"N' __ 1 I . - � ;06 - I= � :1 - SPACINIGS ONLY WHEN so is Eli it FbW� � DESIGN L06DS & MAX- PANEL LEN WHEN SPACER is USED, r ._ - Ile$ TAPCON ____ __ _= URED , RM ANCHOR 0 S' D.C. on ­�, I, CONICRETE BLOCK , , REQUIRED, . , ­i, , , ,�-,� 4. � .1"', A 421) u>* -Cl) .' rD. 44167 .% * . , : * , * I TABLE J1 A A.s.O. DESIGN LOAD MAXIMU64 PANEL LENGTH 40 PSF OR LESS 61-13. > 40 PSF TO 50 PSF W-2, > 50 PSF To 60 PSF 51-IV A MAX. PANEL LENGTHS ARE ON�Y VALID FOR INSTALLATIONS W1 SOLID SET ANCHORS & W/ (93 SPACER AT 12 1/2- O.C. 0101 P2D20 TILLIECO. 04 1 24 GAGE GALVANIZED STEEL STORM PANEL I ok "' w \ tu/27M24 ; ,GLOBAL CTION PRODUCTS, LLC.1 PROTE DATE 4m 5N. b 5`Pm7 r'2�- D-E. FIL U31,l �_iiil= - - I �L.11" PRaw, (".0,10-t, FW (�PMW�-1 75 - . I . I DRA*lTr � — ______ _____________1 — — INSIALLATI!2N DEIA10 F-08 LIFE SAFETY PANEL Ct) TE OR CONCREIE BLOQK 5TRUCTURES T/rO TAPC(��___ I "ISTING rOUREO 114,0 tAPODN_. _ i _C;x1SIj,A1G POURED I/eo TAP�__ A -"OR 0 9 O,C� CONCRETE OR ANCHOR 0 v D.C. I 0 ClETE Oa ANCHOR � u LTC, ��4,," CONCRETE BLOCK �, v,", ,y CONCRETE BLOCK � I Rmi -��,.,-q REWIRED. �, 'LL 1� �? ,-�, , .1�1; , -_� , �� ,,,, . . r" .1�1 :_ I I �;21' , A , 1. �:;­ - 1. ", -X " , J�% ` I , "", /1;z� � ( .��, . I - �­ I �. , �� ." , �_, k4l� ��, �� " � �2_) . "' I—— -, - ,19 ,� ­ . - I , I— 41 ", _j ;__ - " � I t 144 ! ill .. t/2' a . ; 1/2, - I I/,. ,� ,::: i ",­ � . _ _ , . M -, � _ 1� �, I k .:�, e " __w__ - . -) o , "I 11 E�. ,,��_ e,_ I m,� LQ' r, ; � I � � ,i E.D,# I , �� � I I �. ­ , �� I I , ! � , ,�� � �� , - I ­ " - � - I 1� � I'll, I . � - ,,,, , 1, - I111 ��,'%',�_i�,':, , , , � 11 " I 1� ::.. I I :: ,-:\ � I ow �� i --- � I ----- m ExtSTIMP 1, "1 � A �. - ,'/Sl- � OU. �Q_T TO CLASS. I - AT ,�r ,1, -] "", Is'. I ,jp CLZ t___ - -11 1- -, � 9 CJASS ;I - � , , - , ,,*. x_ ! , w .0 r,NEL - 1 _,f- � , I ��', I I I 11 1� I LOOM neit V-li� ill I � It 0 It 4 � A � I 'L* M­ 1 II ;;�m 1 � - . 11-1 Is, I � ILI WIT t i if i PANEL LENGTH � - �, 6' PANEL LIDAITH I - 11 v 11 - - _1.___f I I , �SEE ELIEVATION � 11 11 I (OSSEE Elevik'nom I I 1, mi,, I ON SHEET 12) 11 I_ , I - I- - I SHEET 12) i: 0 iF­-SERA#ATSQN - i I , i � 11 I It TO GLASS i t, I --- I __ _1­­­ L i I it I � I ---" - . 0 ii, I .1 I I f I " .­��.--_-,,'� �,�,,,�,`; ., � 1 1/2 � `,,:,�rf ',,'�', -,,' I ­,­ m,­�_%_, . __ , �, I I , , "�� ?�_ ���W', , � ,­',-��,;,,�,U-,,�� i 1�,�`!� '� I , ; i [ (.1 � , � 1',�,-,�,,k�',,�� I f �, ��',',��/ 4 li _j ) o� , " ID' ';�: �"�,�;' i � - : ,�"""�. .1 e �,_� I �,_) I I I I - - I 1 11f$ E.D�. ��,,',,'�-,!,� " , -­ ` - .",k i _ __ C51 �, I* _ : �- ,,�,� -, ,, ­'�-,�,:; � - I 1. . w I lot I I [��l I ­�';`- � �,_�,, ­ I , , v */r w I ­-, , ­-, I 11� � ...... I,-,-,, A 3/4 ��'114 , I � I __ --j- �.". , . , , � , -, - i" , I , " 0 I , , " � L =;�, 4 ,� - ,_,�, , _/ _ ,� 7U -44) '�� - _ , I ,_-, , � , li 41 L I/ev TAPCON - " "�'. Ile. TAPCON � K%-HOR 0 9, Ox. : ANC40R 0 O' 04. I ExiSTING POURED COW�RCTE OF � 1 tONCRETE OR CONCRETE OLD" REWRED. i��� REQUAED� SECTION 0 REGULAR-EAKELI R-1A " gmu R-1 a 1JEE SAFEn PANEL W" JdQUNTIM SCALE 3/8- I" SEE 6110EPS 15 & 16 FOR AWNCATS 00CHM TM 11 Ye� -I TfPE & SPACING FOR iNSTALLATIONS INTO wook I WOOD P%kW IlUILD40M., NOR" "HOR SPACIMCS AnD mw� ­__ MKIMUM, A.DHOR VAZ04 O.Y ____4 3 i . ______1 3 I CODE DGIAHCE ARE AVCATVD ON THIS SCTIDDLILL FOR E.D. LESS THAN 00CATED OR SCHEDULE REDUC E ------ - __ =" _�"4 -f-I oi� &.�k,p,; 3 1 ACRK MOIC DISDINGE M�_ - -9;"Lj IF, mut-nin,44 SPACING �D� 4� SCHEDULE MY THE FOLLOWING FACTO-"_ I !!?, - ­6i,­ -1 I I" 14M OPERATON TO Of POSSIBLE. REDLCED SPACING WAIRED USING MCIOR SHAA1 NOT HE LESS THAN ­ ­ 11 __- , - , - ___ � - __ _2 V2* I--,,--- - - Gat - I M"MUM SPACING INDIDATED FOR DC. AAC�m rfpt 04 INS SCHEDULE I -1 .. Ir - �� I ... , __ - ON - - i . 3 il. - - n_2 ­ - - I , C10 ,1",211� - __ .... t 'L, No, V PANEL LENGTH iSEE ELEVATION . - I ,; ON SHEET 12) � C, ) Ii. I ­ I I 1, I f',�',;� , ". 1, � I E.OA � I 9 EO __ � ....... I , I— " , , , `�,�', .. 2 1 g I'll ­" , ., ;� I . :. � I I , ,,, , "'�,�,��,_��­� I , k I I __ I __ L .1 �, i I ___ .1 - I f w 7., -7� �_ ED f - , � �., _ 0 i 11 I 'fot �, ' r"' L ED' "" 1-1 Ir I � it, , .1 44 � ,,_,, . .1 I y " � � �(,,"�& .. I ... ­S1 � , 1, , , � IS w I . s w ­1 i, � ;1W � , ,W , . - _ _/ ,� _j . ,2 I/T O.C. 1 '11 1/2 al�� , , , �,., I , ", _. � _ _� . _ , , I.- � � , -1 I /4'# TAPCON , _1/4'0 TAPCON ANCHOR 0 9* 11C ANCHOR 9 9' 0,C _E)ITSITING, POUITED CONCRETE OR EXISTING POURED eCM4CRM OR tONCRETE BLOCK REWIRED _6ONCRE"It BLOCK REWIRED SECT12N R-2A - 0 REGLUAR PANELS 0 NW-UPASEL WALL MMTINGS !"HIN".. SCALE 3/8-1 - ., ; 1�- - ) ff 0 I' MI,,. It I I Ii I 111--za.1- rxisly1r,�=TIC I , I t - CLASS U, lrbn&;�10 . #1 11 l, �,, � 1 (USE PON Pimm. � it 0 i 11 1� I � oMS 7-ri It 11 I It 11 0 I i +_ � I 'L, uv( � ii 1 -�, i . PANEL LENGIH ' i - g - - -- -- ", , (SEE ELEVATION it ON SHT. 12) ii ;"j�:"�D. I � I TO CLASS. ! it �, . 11 1� i , I 1, I _____ A. Cl ) , "___ II , �,,` ­`_�, �:-', ,,, I L�12 � - , , , .. 'i�% �­,�, --­'� T I : - � ', . I . - , ,� ,__ . _ /�� � �, � ;� " , ----.--- LNSTALLATION QETAIL� FOR UFE SAFETY PANEL 17) ---,--.,--] INTO W0_QD STRUCTURES i 11 7 i � , 1, � I I ­­ � - . ", I - _.. � I '' � � ,jrj I r .1 ��, � ­ ­­­�_7 ,�� _"�_ __ I =, I . , - r I ,. I j � . -, iP I � WOW HEADER I�_ - -.1 1­ . � I _=C91E1r_R .1.1 � T��. '- '$ffQUjqED � ., ��! I - ; � I I I - ­ I I I ­ ,,, _ - .� � . I _­ - - I , , ,�,,% � � 1 ,� , _ I , _. I � , , , _ glIAPCON - , _91=1-1. ��,;, I 11 , I , I � I I ; � R 0 9, D.C. , � DC1 " � I ! I � , �i) I ,/1 ,� � : - 1� . -, ; I i h I I I � '. - I - I (_ � � i -(2) I 1 �2) -1 1; ��, �._ � , i 1 — _ �, , - I , 11 �� ,Q ms%44 � - , ,ME , r. J.: - ". I I/e ". . 112- , 1/4, 1 1 - I - / . I I I i� _­1 lm_op ­­ - - __ - I I I I I � ! . I wx .1 ­r __ -I - � ��, I ( 1 2.1 "t I I , I I � 2 �. � � __ � - I I "I : � I I �i ,. 1, w,, , � � I . -1 I ! , I � ; i ,. I I 11 I � : I I . I .1, i I I I -� - 11� - I L- I ; "01 : - (D 7 I, I , I 1/,-­m,. � sl_mp� I __ � i k SLS Eme I 0 ,e __ � ��M-�. 0 __ I 1 I I !� - I " - - = - fts 1-12691 � I 11 It I tam. - F-61 - I - 11 I 11 ( .. . I ; I I %_ .. 4�_ I � MAX, It '_­ 3___ it ­1 � ,, , , _ ", __ ", - PANEL LENGTm 0 - .11 ­1­1 - E 'SEE ELEVATION I PAhE1 LOW14 - I i: : i (SEE ELEVATION 0 � , S I = ___ I I ­ - - __ - 11 I 4EET 12) 1 - I - . ON. SHEET 12) 1 ____ I ON - 'L� 0 � I I -J - __ I :1 I* lo,� I I -%% __ . - - , I �� ,,,� - s :SEPARATION i I I' K­ I � - ­C1 " � � L-SEPARAMON 11T) 1 M CLASS. 1 - fi 10 GLASS � , I � I '. I L/ - I i I � 44, ­_ - C� - �� - . 1 *.wOD : CIO. vl� ! . ,2,/t ac A2_� i ��_ , ;�, I f _ _ i I !­­__ I i ,Iiaw �, LT!L- -11, ED "� I , - L­­L - ­ ' ' I L -- -- + i 10 , . -, � , , - ___1 __ I t '! I I - -1 I . I I 1, I 11 i � I i�, " 1 2'.4' Q_ _� - - .. ; , -4* WOW- �-,� . ­ T i �� WOO , . I PLATE I � �' PLATE � I REQUIRED " I � I 1 ! - , j � 1 't - T/A.0 PANOLmax PLUS REQUIRED 11 � 1. 1/4-0 PANELMATE FLU$ I I , I . 1 '_ �� � '_ ANC14OR 0 12 1/2* 11C �, , - 1�1 - I ANCHOR 0 12 1/2' 0,C, I I I i � � , I I : ,� I I I I � �f, , I I � � : I I I I I ; - I . I ­ I I I . � ! � � I L, ,-- __,___1 ,- � _­ - . � I � '.. ­ _. - I AaRrHAI - A M ', offiN EQU PANEI S SAEEW��M I � ... I "I'll 01, i;k1P',"`T1ki11%1f1 , I WALL MONJINO I;, ., SCALE 3/6-1. 1'ii�­ _.... I , . � .. . ..... I .-' a.4416 " I FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NOTES, = *: = . * � "LTECT - 24 GAGE GALVANIZED STEEL STORM PANEL I " ,S .. `Z f D"­ - I. INSTALLATION ARE ONLY VAUD FOR MAX, A+S,L. ,E_�'% STATE (?E_ ,, - __ , � DESIGN PRESSURE RATINGS (p-i) AND PANEL ,-, o,:, .�,40R , ��� � L PROTECTION PRODUCTS, LLC.[�/" ..TT" LENGTHS AS PER ELEVATION ON SHEET 12. colletc � OLOBA t� , -- - 4w S.W. 51 __ 2, FOR NEW WOOD FRAME CONSTRUCTIOW WOOD :� ii� r TEST"a * cma"mm `�'r-,Oz-c� ,SNMZ� ,� . " V " F� (� -IWM R_ "14 , _" Ow .fi_ 20-175 mic .i 3660-Nua, - L..Mfi%�Tv MEMBERS To BE SOUTHERN PINE No 2. W/ SPECIFIC 14twoo."A" iI , -,= - x i-m F. � - DENSiW OF 0.55 OR EQUAL. CA-00aettlf -.I - I - 1-11 I - 1 otminKa - P1 sm.�%__/Garr wALTER � I%U` ", P.Er __;_+___s wmw , � I ­ 56-M .. I ­fl I I . � "Silmirl't a Ui __ -7-- ­. - ­­­­- 1­ I -1 _ 4 -,- - - I m Q) (1) C_ U) -Fu (1) _f_j I _0 > = 0 " L_ _0 (1) CL C= 0 q) CL 0 L_ ii-_ It -0 0- . ; (3) (1) 0) Z 4-i, U) 0 r_- =3 CU - '- (3) -0 Q CU U) -0 -0 C= 0 -2 = w L_ .- 0 0�. C �2 3: C= = 0 Li- -ffi CU C) ._,, 4- Cn %%. 0 > .— 'C* * Cn a) _11­0 L_ & �i . CDL e .-L — Cn ILU Cj C:;t. _-� C- CU 1§ — 0- . - - Z) �--- -0 . C= CO < _4F i3l 3 C., omm -.7 "m CQ � I . v) &.- Q_ - , ,;; m QZ0 C* "t"i CN 'IT zqwp cz - _= CIV 9 ';�,� Qw, :�- j� zz cu, ? CD .cz ,117 . - .;z .-w 't -e - " a W Q, IT , jt *z -, (b &­_ lu CX- . Z C� U) :._ "s __ g �, � , . C.j I- 4 �cz z z w mi U) _iI.., " (1) W (1) c- _4__j +--a C/) =3 m > 0 L_ U) 0_ ca- < a) _p_j 0 C: =3 -0 (00 0 L_ 0- 0 a) " Cf) m L. m =3 LU 2 < z z < I _j 0- SHEET NO. SH 1 .4. 0 - . +tzl/18, I EZIW/l a AACHORE - I I - - - __ - - (SEE SECTION EZI a, ALTERi�� EZIW ON SHEET 18) - - _____ - - I - - m- - -3, "I, - , . Min_ , . iin,. I "/@ � �(SEE I *1 (SEE NOTE 2) __ rip (V_ - NOTE 2) i I , - 1/2. EN � ___ - I - � I I tFIV, .. 1 � =n---- .r= , 4- J---------4 +=�i .4 - ,_�/I '. &vvlNVM ­ . ��_ �_ i��__ I I - I - __ - POPERrEt * LAS-1 PANCLO TO BE INST,Au,ED AT EAC14 OPENINO �H&� ALWAYS BE I , - _i� - I o i ? '17-__'___ _ o777 ,F__ -I PROVIDED W/ REAR 8ANDIA: TO FACILITATE INSiALILATIUN IT INTENDED __ I 1 -7� Fl, , M - I/V ? , � F di - __T ­ o _____ 0 I � ? * - . .i � 1 1 ? I . - , T r, 11 ii I I - � I � � I 70 BE INSTAIlED FROM. INSIDE or STRUCTURE I , I , I I , j . 1 1 , i - i i 7 - � I 1 i I I I ! I � . I I , � - I � I : � - 4 � - I � I I 1_�` ; 1 i . I � I t I I : � � i 1 I 1 � I I 1 � 1 1 I I I ; I AT 2 PR� , � I I � 1 i ! : I I - 1 1 I i I I i Fw,Ei, NQT 5 : _111"., i 1 � I t � � ! , , I . I - 4 I. ­_ __ - - 11 - - I - � I I _ " - - - I - � irr-) _X_ '� I I 3 - � � I - -I L - - - - - - - - I I _;_ - I � - � I - I 110- � .1 1 7 - I— -,--', - - - 11 i 11 I ..--- � I - I , � I I - __ , , - 7 1 i I _. - �' I � � I - � 4 ( - - 3 , OF ,I,, I (1) 2LLitiLDSiNi _�L � InE-Z HANG - STORM PANFL SYSTEM . I I � . I I ; RINI) PALIP . I I I (INrFCP!r,R I'ANEL) I[ (INTERIOR FPANEL� : ; (il,TERIOR PANEL) 7 ' N,AX CONSISTINE OF PANEL + CO I, TRACKS OP & BOTTOM I - ( END PAN FL) j j 'SEE,' Nolr� . .3 i . I � I , � � ' � I I 1 1 'I , Eft NOTTS 2, J, A (�� � L_NQ PANELS SHIALI, II CONNIEn, -D 10 Wl'OH IRACr< I I � , � I i I , , I � i I I j ) I I ; I r I 6,-W I � , I I I ! 1 � 1 i I I I I � i i I 1 � OTNERWISC A STOP HALL HE PqVAVEL, AT Tor or SoVII � I ! i 1 j� I I I 1 ! 1 I ! I :, � I I I MAX� � I ! I 11', I IVAEI LDIGM PAN � t S 1 I I i : , I ! t I � , * - ; 1 4 4 . I - - , :�� 1 i LIP ; I i i i -I )� �1: * I r III I/- �,00 'A' 1, ! , i I * L H) f,A�, � � I I I r � , I I T I I I , i IF END P,-,NL .S ARE CONNECIED TO 11,07010 TRACK, CONNECTION , � I : � I I _' , : i I - , I , I I 1 ! 1 1 YI'Ail CONRIS.' OF 1/4'o : i W/ ?/8'40/32" WING � I I i � I i � 1 ! i - i � � i i - 2CV3/4' W1 1 1 I 1 i I i I I � i ; . I I . � . I I . - - -, I , i � j j 1 - ! � 1 I � � � I I I ; 'ED / 1�"-2O.I' ' I, 1 Min THUMBSCREW INTO TAPPED BOT-10M NUT (` I : i � I I j I , 7 /4',,t3/4' : . � . � 1 ; � I i i LC�ANZL � . I . . ! . I I E i S_S E� r� A i i 1 ; I G IA O&'FiLAP TRACK LOCATION OF FASTEN -IFS MAY 8 AT EITHER 09 'WO I . 1 I E i 1 I ; � � I � I ! I i I ; i I I . I : I 1 I : R,F "'C". &FrI_CAELEi EXFtR!0R rLAT rLANGES OF , No pANEL 1 I 1 � 1 I � I _ _ I I � 1 1 1 1 ! I 1 � I_ I ! , I I I i . j � I 1 1 1 * 1 I ! I i 1 J I 1 1 1 1 1 � I 1 sv% I I � 1 I � ; , I I I i � 1 ! _, ! � ! I I t , I I . 1 I - - 1 ., , - . � � , � , _ I I I � ,� � - ­_ - --! - - , I 01 %, �4) IN CAS� THAT ;ND PANFALS ARE NOT CONNECTED TO D070M 1 i 1 1 ­­ ­ - . , � T ? ' I T T-i 1 � MAX T 'K (i � . k I ! i f -i �- I � f !- 'I [ -- 1 1 --,� 1 . RAC � A STUP BAR IS ONLY LIS ,ED A' TOP) AT I [AS! IWO I I jjfl - ­_t' -_j�":_+' j �jj i i I '� �'L ; - 1' I , I I I PANFiS S�VVJL BF I:04NEL7ED -0. 90TTOV TRACK USING SPEC� - � , - ., _-, _[ -.1 _'F - -.4. 4- _-4. ; ,L-41, 4 : .t� +� - -�- -, 4--i-,I-T-1- t I I +1 I ,, I -i -'T � i­i 44, IND�CATFY, ON NOTE t2i) ABOVE. N SLEH CASE, CONNECTION OF �-I-L-J, :�iL-i-I-,Li-i-i-i-i-i-ii - f I PANELS TO SO"70M TRACK MAY OCCUR ,17 ANY PANEL LOCATION, &_____.__,_ __­___- ___-_-_�_-__ _­__ �; - -------- ­­ . . 1 ;------.---I . . II? ,� _.- __f__A____:_,__ -= _____ , wit 4 � I - I � - ,I M­ - I: .. - . - V'rT , : ,,, M�, SEE SEE I . , S ONL D FOR WIND Y,VA'U ,wTE ( )./@0) 1 t INSTALLATION I � No � SPEED up TO I � A104DAS 70 i�P.r, __ - .- - _ - - __­ - _--csEl sl-li"N EzI & A,"ERNAIK E21W DN SHEET 18) , +EZI/18, [Z1W/I8 TYPICAL ELDLATION FOR 5ERIES 2000 E-Z HANG STORM PANEL d I)SYSTEM (t) - 11 SCALF.: 3/32'-I' . - .1 . � It" NIP� r-P � 1: � � 2'Ba7-(viri vvvNAP I . _: I I �:-�­�­ 11 � - *,24 ��,) . /, - - 'I'll - - - , I I.- " = 1 / - - \--/ \-/ \ / \ 1-\-L-:�,-Z. !�, == I/Ii I /1� ,I - MAN. GA� Ili SECTIQN A -A ,,,,,",I V, K'"1111,11 SCALE 3/32-=!- T, �;7'v,, , . ' , ' ' ... . , "', E , '. FLORIDA BUILDING CODE (Non High VelocIty Huricone Z­e)l Z_' -. I. - 1, - , Z : , - 1402P MD"IC. - 24 GAGE GALVANIZED STEEL STORM PANEL " 4Z , I - 10,44167 S � CA"AN 10 = ., = * ,- i * E � = *,. 1�_ -_ - \ GLOSAL PROTECTION PRODUCTS, LLC. 71/' I � -. . �­IATE 0 ­_ .- - A/ IILIECO114c \ III,. �, �_ �R­ , - 4?-,,,,' TIUUT TESTINiF A Esic,.E�. col- I'. , - - , - - - - � r1l. I QL � %��_, . - 't OR0`..., , _, I - O�Vr - ­­ �L (0� ­­ - IM,06ro-M, 20-1 75 , ......... I w" I _,�� _,-) , � ,L,' III.= S , '10t , -- ­1 - I - -.1 - I - 11 I , AIL CA -coal is _2=_ IT rdRE"S.,T I-. i " � *AL-W � f.p k, r,11 7 i - ­,,M I 1111"1010111 I sim I? . A I-------- ­_ "LORKS, ul� A 1­7 ____ -.1-- - I I ENGIP,4EEPI.NG Is � , �, � ENwNE:ERiNG E:XPRF-SBO PRODUCT EVALUATION RE:PORT September 15, 2020 Application Number: 17869,1 - R2 EX Project Number 20-31543 Product Manufacturer Aft American Shutters and Glass Manufacturer ZrIlesis 1540 Donna Road West Palm Beach FL 33409 PtoduCtName8Descripton, 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation. Ths Producli Evaluation Report is being issued in accordance with the requirements of the Florida Department of Busin ess and Professional Regulation (Florida Building Commission) Rule Chapter 61G20-3 005, F.A,C., forstateivide acceptance per Method I(d). The product noted above has been tested and;or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (21120) and is, for the purpose Intended, at least equivalent to that required by the Code Re-eval"allon of this product shall be required following Portment Florida Builcling Code modifications or risvismns� Substantiating Data., . PRODUCT EVAILLINATION DOCUMENTS EX drawing #20-31543 dfled '24ga Galvanized Steel Storm Panels (HVHZ & NorHHVf4Z)', sheets 1-5 prepared by Engineering Express, signed & sealed by Frank Sennardo, P E. is an Integral part of this Evaluation Report. . IgST REPORTS Undolin static struchireft performance ties been tested in accordance with TAS 202 test standards per lost minort(s) #BT-ASG-17-001 by Ellackwater Testing, Inc, Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test stardatcls per test report(s) #ST-ASG­ 17-001 by Blackwater Testing. Inc, . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design crilens E Maximum Allowatile Spans 2 MInimumAllowableSpana 3 Minumurn Glass Separation 4. Anrhor Spacing 160 SIV 12- AVENUE SUITE 106, Dae4rIELD BEACH, FLORIDA 33442 (954 J 354-0660 1 (866) 396-9999 TEAPtO)ENGtNEERINC,r:."RESS.COf4 EhSw,E,eALNGEXPRESS,COM ENGtN11-:_ERING I to I Page 2 of 2 All American Shuhurs and Glass - 24_ga Galvanized Slott Storm Panels No 33% Increase in allowable stress has been used in the design of this product. Separation from glazing is not required lot installations outside of wind zone 4 and essential facilities Impact Resistance. Large Impact Resistance has been demonstrated as evidenced in previously listed lostreporl(s), and is accounted for In the engineering design of this product. Wind Load Resistance TNs product has been designed to resist wind loads as indicated in the span schedulets) on the respective Product Evaluation Document (i e, engineering drawing) Installation This product shall be installed in strict compliance with its respective Product Evaluation Document I'D engineering drawing), along with all components noted titerain, Product components shall be of the material specified In that Product's respective Product Evaluation Document (i.e, engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (Le engineering drawing) as noted herein All Supporting host structures shall be designed to resist all superimposed loads and shall be of a material Wed it) INS product*s respective anchor Schedule. Hosistruchns conditionswfuch are hot accounted for Ili this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer Ail components which are permanently installed shall be protected against corrosion, contamination and other such damage at BIT tftrres� Tha product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, , , � �' I , - , "'."', i, I,.. , -L I'--. I- -_�_--! , �_ - � 11�_ J_ 1�i_�� - -4, - � ;I`I i �. .�- Frank Birmarda, PE ENGINEERING EXPRESS" 41r004,5549 I Ceti Auth OR5 160 HIM 12111 AVENUE SUITE 106, DEERFIELD BEACH, FLO910A 33442 (954) 354-0660 1 (866) 396-9999 TEAM 0 ENG INFERINGEXPRE$ S. CC IT FNGTNEEPaNGExPRESs.com ;-NK �-,Nh.,C, .�_ __ ..�11 �p - _"­�,� `��­I­L � 'i�l 1, - _­_ ­ ­­ _." � � , -, lf�, -�l--*�-',-.'�",',"',�''-",;4, � I 'i"I 1.111, - - . M� �FVTY ., . _�� Itill - i - �I . .,,`�__, -, � 111�,­ 11�,­­ - ,<, - � `� `5­­�'- -,,,,,,-.,,,, " z �-, ,, �, � .T � - __ ', ,% z., I sHED" " I I I ,;,- .1 . _,`_.,___, L�_ . _"A_,�_ 9 i- -­1 .1 �� � Y In-, ­11-1 ,­,, , - � ,Y. - - - � / - -1 . �, 1'�-I­ - C 1.1 ­­11 ___ - .1- d I �, . r - I I _11-- " � � � I .. I - / I -, `Illil."_ .1 _,,�, 1, � .- Z., ­., I , I - / T,-�_!,,,� I 11 � .; E. - _1///�Is 11-1 - ­ . ­­�, I , / 4� I �, - I,--- �o ,,� - _ I , � .-,, -1 �� �, , Iiar��'$A'15 _e_� -1: � � .; j .. K" R �d 7� I I I.- I - iI%, 1, �, -D B_ ..Vi 11, "j­ ,--. , --751-11 �n , , r ,, ,,,`,L , I If', ij . , _" _ - _ _,_" _! . � " - - ,­ , "�,i� � , ff--­-, -, -,,r­,r,., ��,�,,L""�,,,�� _! � � � , Z. _ , , , ".c." , I 2 "' ,�'r�.I,,r I --- - 1� ± ,� V �j 8 ,� 1­ I , r � , 5 ­i A' A 7 X, 'L R< . I 9 0 " ­ ��. � , � ,- � I O� M . � ";71 .`.c�l I 1_1� I � � . , 1. ---­� i 11'0 : 11 � '_ i x . I f'!� 71 , 7 IT-4 i@ I �i_, � ,�� A , !.�, D ­11 �_III - I, - Im I � �� - - .11 , 3: r M - " 11 . , I ­� __ I .1­ .... '. i Z , � 0 1 = � ,­11:1- 1 7 . ,�I ��, 111-1. - --)r- - I I I R, . - - z_ 1�11= - I Lit W , - 131 - 3EEP-T.- -- - " I , � W ,111 ��, � 1,�,. � ,T� __ - � I - -Iz,� -1 11 I t L , , 9 - ,11 � 7 I, I I I Ll - �-,�- 'D 8 , tNl f* T ,� �� � .1 _L \0 7 n. , T 7 In I, 'i ,j (f) I.' I ill-_--] I� �i 11�1� iJ `�D 1­..IC f5 i , �,�: �!­ 4, , - � IL I ..­ 1. , 0 � -rQ:C L-L... 11�­_,`I I . � / I ED 11 !,-'. 1C,CU­rN � / ; 1 4 1 - H, L­ -­��11- I, 11 a . � IS L q - _.­'. � I, A-PRA-SUT-1,11 �P I " _ � =1 Z �!! I . �� I _.__1______� - ­ - �� ­1 ­ -I _�. - I.M.: �, -1 - � � - 1, ID ­Ic I .1. I . - - �.' - 14, - ­j � - < 9 - " I I I IT - I i­111 . . - ." - ] I -1C ""I 1S1i42_1T T A t -, -I - 7� �,,­ ,) I",:,- � " 7, " -I- _RM..N1 SE­N �_�11_ Ee � ­­- - - --:-- I 'I ��` ,�­'-L�.,'. _`111 I �; 9 � I. ,I� , . (� 11ni, I .1 -­­ -, "-� � LU 2 It I - ; � i I I ,,�z,: I- . I I _� "i, ­t-,,,,u - - � �`Fp ".... X, - �, � 11 - g A N, , f , -,:,,,?I. ", - � (�Il I I "I 1. ­111 I � IlL I 'In i.., !' .1- 1�- 6�" � � - - -1 -, 11 11.� Z 1_11 ,I �,��,:?,,',_�� Z . , 1� U � . I- "'I �,_�. - _�A.IT j ­_­%1­Kl = . ,C E 4h - I - - - ­­% cl, ­ ,In. ­_ 0 - , . I ,­­­ I�: 1� �', , ,�. I,�,;,I .... JUL, v­ IX � I L !, �-­o � , HL-,,. ." - - I , . � I 1- I 1­IjL1I;. I�: , i (��� ,_�'.."i,. , I .."11-11-11111.11 . �_11 I Ili X_ 1111 -111_�11._, I- En : � ", . . �:­'' ]�iil '_1_1 I- %_1 I II- I � W"11-1-1111­ ­­_ ;Z i a, 9 0 t; '. , 'T" n,i - 1410 %, FA171-11514 I ��%Wl � , I . 9 ,�W,��EIR I VII,IiOIVS_� i- � I ,-�­­­,., ,F, I ,, ; _il�!111 - I �11 IN, ­�111= L :.� :1 __111 - - - - _V�, , -L-, r -, - 11 '�-., , "," 6 i : / - .. 31,� 1 1, i - = .­ ­.,­ 11 "C'.11.11- ­ - I 171- --f OF., 1­1­ C2: 12 I .1-1k,".1.1-1 " _P�,, , ­0' '-p-2,­ LLi '. I ­1I­._1_, 1. � �­W,;�­_ -, M: 2 - I I 'n ��,�,l % , , I _, i 1. "I P'.. � III ell, M ` nc�, --7_�_E,, ..R,,C.ff < 1. I `­: 11 1:1 I: � ",", I 'j".­ - '. I I .. V ,� __�,�,!: _1 I , ;I� - .11,11L' ­- I.. 11 ­­­ __j !I ­ . , < I I 1 4 �- -OROLO"rim", .91M I �_� .1 , - 11 - - 1,�4 S . , � ­­ � ,I. Mal Y, E � - . " �1� . �1_711�11;1 2 F- I,.: -1 I 1. - .. I . I I,, " i I ­_111 I i I , 1i ,, " 0 , I ..; -. - __1r__ . -' 71 '�F '4 � - '. I 't, � ­,,�Tr, - -�­ - It ,,,,, � I . F V Z �@ � -X ,z , - ­ x I I q T ,, T - 171" f �..;:,_;�,� i,�,� , I - _-_ I I � 1; ��i] ­ I j I �� - - I , ­r, 1-1 _1 i'v t , z 99 . r,p, 3, .u, I, -I � - �` , ,��,,,,',,., I 'i� , iI. " I. -1 v`l­ I j �, - _� - � � � - 'CIE '� - .. .. E-TA I 1`1 1, F 11 Z� � �1511, I I I - � iL21 - , it , I I - - �, U,7131_A_7��t_= ­� � � A. t 9 - ., & � ` -11",) I, "N", 111.1:lco,,�­, - , - ,. - , -, - 'S -, �-.,T:i�,,-_ I ­".�P­,-t I E, - I I I I i if 1i . I � , i,Nc III!, I., p"TINITFIVIKIEENUMP" . !,�-,027D�I­4; I 'IF: ­,,�"',;� , � ",4, .;,,�� T ­� � , -, ,�!�,'�"',_`,"._",;i � �, ,­�11111111.1 "?, . ­ / ,,7 1 I I­I,�-�` VIWT:� �, I", I I -­ - I, 1, I 1�,. 7 III 20-31543 "", el - 4�1 1 11 I ,,� :=Z=1/ -it I ­ ,I,, i�, - - ... Z; - C,-11.�Mnl - -.141uh II I ­ - - � . I I- - -1 oteloll"PTININ! " I ne �L: - . : nF,,ON­,PVEGTT.. CL.EURC .-,- �, _"1.,_=X_C.r IS - � � I ,., I "I.-I-1111 ­ !t ­.,��,c � -1 . - . s � _�­77�111­ I _'IJ4111 1A ,�11­i4_ �111 , 11 5 - , I,— [� ;!_�-i ��,;I,t,�.__,!!,!I� - � -1 _1,1.;�111�; 7 � "' '_�__ J ,I ­,q­,n;,H­­ ,"". iZ- - I -�- ­Ff"i-:1 .1.111, IF,zi ­ 11 �3 . _____ ____ __'____ - INKALLAT19N DETAILS FOR SERIES 2000 E-Z 14ANG STORM PANEL(l) INIQ POURE!D QgNCRETE. CONCRETE BLOCK AND WOOD STRUCIUSES I I---- I,- , - ­_ ', , " - I 11 . � _�_ 0 , .. I ;I MRMOURRED . I � , I I I - - RZ �, 1, ��_, 1, : I CONCRETE SLOCK , '. I __ __ .- ��' I- __ 1/4'0 TAPcoN � o �, - _1 ,,L � ANCHOR 0 IV 0 C, REWIRIEO � 'L, ; " � - �, � i � ­­_ al /, 'i I , i �­ � HEX HEAD nEX " '. I D I . - '. 0 0-,.-,, ��i � HEX HEAD TEK 1/4-0 TAFrDN ,_,________.0,,X,,I , "I"D �­ 47 , � I � 1 - ___ _JI4.1" ANCHOR 0 12' 04" ,,, SCREW 964* mom R.IXTIEF, I � " - �_, SCREW 064" FROM - R, , , ­ `k Fact OF I " - ,@ EDGE or I I � I I ir ,� il ; I I I I �, i I I" , ( 4 j : . I 11 i - - - . I I, --c 9__*8 � = I I : . I I I I ", � - , : � I � , � . . � , -09 ��­ .- � I � ­� I CC .�._ � � _ I . -1 , I , , , ,­ �, - � � E,B. I � , . I , I I I � � 1. 2 . I!. _ 1� 11 . In.. I LL - i- 1, , . I , I " � " - .__­__._­__ 11 - I - . I I - _1___ - _._____ - I I , �:::�� I , ____ - 2� l 1, .. I r i 1/2, _4 - I - _1 � 1/1_. ___I I I 1/1-0 It. - - S-S SAFS 0 i L i " ir . I * "��' ;Ii . , ,� 1 i " S, : I- MV,, i 1 12' f*`M� " 112, �r- SEPARATION i 0, I - En,,. I I I I I i 1/16's SEPARATION - -Ail 6- I ALU WUM POP U."K-41- TO GLASS� � CLASS -1: I � KUMA)v POP � Vu,", 1 � I cj-�, 0 - RVET . I IT, I a __ ____ ­__ 11 - I - ___� , ___ T___1 __ it 6'-O' I— ­1 _ T . I __ _: - - 6'-G" I 11. - 11�1 i U . I "'I 11 wu� - __ - -11 .11C, 9 I I "A" . v,�, Ili - - - -I PANEL LENGTH * 11 I - - - - I PANEjALfN1SFtI * 11'V -_ a -11, I I I I , 0 , I � , j AT EA 11 - � .1 - __ 11 ­ I i ­­ ­- - - I.. I.___ I - - , ­ , - W, �, 114� - - I -_ - ­ �--(J) I i I 0 I' wi,,' ! ; � ,Z-� � I ,,lB__,J/4*0-2OxV Irr, 11 1, MI, " I -1 I GRoM, 1 r._11 � IL-SOCAAADOw - 1 50% i MESPI111W It N �,i,j 50% 11 TO OF 1. � GLASS f", 1 P � _.j44*0-2.0X2` BE -,- � 11 I .� C UMBSCREW 11 I I . � ---- W��R�RF�.,, 7_"-f�,�/-�_-R;�� it , 't- ` � , - - ", 7,� IT i- ��_�w I 1 , ,V "',fl �X��,_F -11 _74K,, � I --A �- -- Ii � , , ... �M_ , m �`V " .�� - � _� �� : , x,,� , ­ 4, - 1� I el� ; I 1 - - r .. I---- j I -1 - - - __ - - : �� �Lir 11 I I � _____� Tr ED,,,,, 1��,­_, I , � V"X I - - __­- - i1n, - __ - ___ g"­ I I Ea. , - - ';' r ,�/2 - ' � I __ I " "�_- , - �11,1 , I-, 6, , , ;L- � . i ___i�j � � 1�1'1_ , " � 1,� � � I - I - , � - I I �'t - f 'L , I I. - � 12, , t _ �� - � ­­, - 1, 1 - C7 j I , �, , ly 4'0 TAPCCAI ANCHOR 11 - , - ,, - " - � - I , . � I � - 1 a 12. D.C. I - � I 11 ! , I " , ­ � 1/4,0 TAACONF , "I I I i�� VW WOOD T19VOLIFICID , . � I ' . 1, gi,S _+_�_ F� � --I - PLATE " ANCHOR 0 t2 ac. � I f� � I I Ole , "., f� OR �- I ­�� CONCRETE eLocK - 1. 11 ___; � - - _ �il I REWIRED - - REWIRED I WALL MOUNJINQ WAU_x9MKM SECTION EZI ALURNAME EZ1W I SCALE 3/8=--' SCALE 3/8-1- I 'W"JOHIIIIIN ... T v �_1Q7;N"', ,,.,"� ­­­��"-- �,�,�,I YY,E $e I. 1� , , __ -, _ - I 1-1 ­ FLORIDA BUILDING CODE (Non High Velocity 01. 1parie Zone) * MIN. PAINEL LENGTH = I, , 01441 .. - T__­ 1�. 'hirm. 1. `�� ONLY VAUD FOR MM. KS D. DESIGN SHALL BE 2'-6" = . � * S- 24 GAGE GALVANIZED STEEL STORM PANEL IRMA, BY, INSTALLATION S t. * � , I 1. ARE * S = - _� I PRESSURE RATING +/- 40�O ps 1. AND 6'-O* MAX � P: --_Z:� � I I'/ - PAN § -, - , ____ - 35!:7�1�__ 11L1EC0,.,"\ S.�, STATE ", - - _er ___ GLOM PROTECTION PRODUCTS, LLC. " . EL LENGTH, / - .- .M - W,�,;�� 0 - - I. I ITRIT, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 0 . TIuLn YDrn_ a E"MOURINF, COMLPA. o"Mr. 11 W1. - - -.1".�... "I'll, _,= . !.% A?!!,- MEMBERS TO BE SOUTHERN PINE No 2, Wl SPECIFIC �. , A _7� __ 20-175 , : U I I—— PIWIN's -11 F. I-" ",,10/0 A'L ' -_ 1. � opP, �11 DENSITY OF 0.55 OR EQUAL, - L___ r##UlM,IUMi%;�/IXvVuVMr,,I.'r =111T_ -.1 - 11 - I - .I - 1 - MI"K. NP N&IT. A Ln ,I. - L 1 - - . I I Lo. "� __j INEUT's or " 1 `__ �� I .167 ____ - - - - ----___a422!i4L_ A zl�� I— I I ALL AMERICAN SHUTFERS AND GLASS I' 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HV ) ,,19", Alrill."4 ),`II Ill : J-0,11Y., F&FIE, ­R FTR07,17 � 0,� ., � ,,, � lby I *I' -, ,_ _,�_ � �� - _�� �,_�_ I.? - - ". 1� - � �;_'�"'; D'u"t MAXIMUM ALLOW -ABLE ,�'� ' - Fri,. _,�ir�7 , � . ,III�, "� DESIGN PRESSURES-. I- 16;;�l I I _W -_ [AS N-TEC IN 1�15IIGNJ WIDTH INLIMITED U - _fPERP, TO PANEL SPAN), TOP MOUNT (CONN- TYPE AS REQo) SECTITYR DNS OPTIQNAL,1,`-2O STITCH ,/-SOLTF WITH WAISHERED MNCNUTS FASTENED if, 7 , DESIGN NOTES: I SCHEDULES ,POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED OR U� 5E PITH THIS SYSTEM SHALL BE OFTEINMINED PER SEP t Di�T 1,TINM &1;QNAC1RDAACE111Th1 ES ' ,FNIPI� o i,,P 'M ' A- 6 RE %NI 'M CHAPTER DET�1�,IIN,�. RD1,1,1.- ,a H XCM D IROG, It.. A U ,Lri, . , , I. A2 . COIDE'SHALLEE- LESS THAN Oil 121JAI TO THE 1nMv.E0,F_,NEGAT'V 'GR 'PES UP, CAPACE, _ALU J ;,,,) H E 1VN`E81 'IN I ASSEMBLY AS SHOWN, I 11 '.O ni - I � 1" . � I W ,i 8: . - ', 0 -,I � §';-, te I � I'l �,, I � I ­­ I I - I ICLI ,V I -1 ." I i ,I � ,! 4 P � ,- k;� � I IF I O. .0 .?i � ! I� / OVERLAPS 0 MIDSPAN (USE 1i I , � APPROPRIATE SPAN TABLE) ,E eT GENERAL 1110 TES; I 8 ajE ; � wj�.0 11 ,', E " 1 . E� / / . � ,, 0 � , ' PLAN VIEW __ L'i - , , .__ I� 1. � . 0 F - - V I I �� ., IS � �E 561, N � 2!; __ 1Z T' " I 11 I I � � I I I ij � L It- / I � � zF_ I BOTTOM MOUI IT , � r� � (CON r TY _/ \ ii I i III - , I R­ P, , 11 11 1 ' R0,391"-3 / - I j MAYBE AT O _____ 0,375! QTTOM rl"\ TYPICAL VERTICAL MOU"NOT ELEVATION MIT. ELEVATION \1V TOP MOUNT (CONN TY Lm. __\ -OBSTRUCTION) * REQ-111F (SPAN ABOVE I I BOTTOM �! 1�1 - OUNT = COONN TYPE ES�., T � ks Rpqr') �C � � . �� :j � § - - ­01ISTRIUCTION IS - � - � �, I - I - - (LOCATION MAY VARY) . i �� L E . '�, - � -, .2 L 2 - BOTTOM MOUNT (CONN-/ L.rx PAN BELOW TYPE AS RECIV) , &5CT RU -I, ON) � FANIL5 MAY BE 1101,21 ED OPTIONALWI-20 GTITCH 115 REQUIRED. LTS WITH WJISHERED ,� PROVIDED THAT CONNECTIONS AND 50 ANCHORS ARE USED �CH SATISFY WINCNUTS FASTENED 9 SPANS ABOVE S. BELO BSTRUCTION, � OVERLAPS 0 MID' SFAN (WE &PRIPS)PRINTE SPAN TABLE) 1. THIS SPEcIFIC.411ON HAS BEEN DESIGNED AND SHALL 7E EABRICATED IN ACCORDANCE WITH THE RE9UIREMENTS OFTHE FLORIDA BILILDING CODE SEVENTH E-Y.N BOW� MR UEB TNSI�E AND OUTSIDE OF TH E H"Z�. PER TAS-11, 101,A10 11 SI IIITIIMI.l�,111,T,IAEIIIIII�ALLIIII"IA I, -11 - 1 - D CONFORM TOALL LOCAL BUILD 'DEAN 'On'ti W Y APPLY, DESIGN CRITERIA REYON O AS STATED HE REIN VAY REQU75RHI HA ADD 01 S�LLE -9K,1FIC SEALED ENGIM CE INC. 2 11 IIA - ,3 r ,� I CIFTYI�E INERMA6ii [N ALLOWABLE ,TRESS HAS BEEN USED IN THE DIE TH OF TIR[ST TRN�INEER OF RECORD FOR THE PROJECT EARC 1 3 111TI[E "LiAll I SU RITALUCrURt WITH WHICH THIS )GS4 15 0 RED C HALL BE RESPONSIBLE FOP. THE INTEG OF SU PORTING CGURFAr% TO THIS DESIGN WHICH R SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 4. SEPAMATE'srr�r �Ecgfp C� RE .-B. I'. " 0 TO DEVIATE M ED _L_ "'i '-I' - SM _� 'DR ED E�0�'Lrs"-r`-' ""INT - FIR"ER.CONTACTUSOEINGINEE c RALTERNATESPAINCALCULATIONSAS 'EREIN ' ?P AY BE REQUIRED 5 -1 EY D­BD IM15171 15 GENER� AND ­ NOT PROVIDE iNMRMA=N MR A SPECIFIC SM. MR SITE CONDMONS �RVTT FROM THE DETAILED HEREIN A LICENSED ENrINEER OR REGISTERED ARCIC`40IT51CN�IPREPARE SITE SPiECIFIC DOCUMENTS FOR USE IN M NJuNL7T04V`17Tt­T,`.O..UMtNT 6, DESIGN PRESSURESNOTED, HEREIN ARE BASED ON MAXIMUM TESTED SU 4 NPICS RES DIVIDED BYA 1. SAH"7Y FACTOR' 7, A' 'A ""' Y PGREATIMSAEGRAPTSVIIIESSNOTED OTHERWISIENAST40R'S I'MA08 0 I 'TH - 'IS "' STANT ERIAL' AND"PAYC'N CORROSION MAT CA' IT N AH'ICLY'VA FVVIFICATROW5 FOR ALUM TNIM STRUCTURES" SECTION 13 RYTMEALUMfnh4 ASSOCIATION, INC, &ANYAPPILICASLE FEDERAL, STATE, ANDIOR LOCA COOBS, 8 ALL P14 PANELS SHALL BE 9 STORM A. RELS SHALL DOIN 1. R2M4 GAI�04;A-B loff%�U- URA L QU ALITY IN F1 IIMUM FY-­ Kr . 3SUTLA' �UWAWCAMLIVNALJI�MMEEXVTfCkUO$AIQ�NSGSWHUAL"LAB E 606�T6 ALU MIN UM ALLOY, ONUESs NOTEDOTHET,Vt3st. 11. TOP F BOTTOM DETAILS SHOWN WYSE INTERCHANGES � FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR ,HORIZONTALLY AS APPLICABLE. �r CONCRETE. NORDIRS NOTED H EREIN SHAiJL BE BKOSPaM TO NON -CRACKED CONCRETE ONLY. INSTALL ALL (ONCRETEANCHORS PER 1A111A1 UQRNIT511TI.tOMME1�1DATIO145, 13. THjT� �,C R Is , I,% PROTECTALL T' P' I MEMBIRI 111111 "Sn't"T"NeW "POL "S' SNIIIINUR "'I'S "FLAR MAT R1111 To IREV TIT 14. SEAL'AFFIXeD HIRE TO VALIDATES W1171JRAL DESIGN 'AS 1110111 O ,�.LY.ISE,01 THISMILI.ICUP11 71011 BY 1. NTIAITOI, �t. . 1. N40rMll �A 's EAR E _rN11E INGIIHIOL 11,1.1 PPLL�CIST . PAMAOffs CLI)DING, LEGALFEES & APPELLATE FEES MESU LT. L6,M � ,TE_ 1AIRICATIOILSYST I EPEL�CTIO�11, A CTO�1��R PON P TIES BEYOND AT ED UCT RACT TH , 11H.H IS - 'gRey CICA STA FE­1AJ_ CODES 5 FR.H OCV AMPS OF THIS PLAN. JS EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTEN.S.. 6 AITE, ME] ABOY, OR .TMM ITIRMiNGS TO- C-U.- A�e NOT PERMITTEDAND INV�1107E THIS -R7TFiCAT,.N 17. PARVILsISIF,*111 LYLABELE.-WITHAMINIMUMOF(I) LABEL A%I�Er PER � O.ZT 7,, IDULOW NGINFIRMATI.N: V"AULAMETUReAll SHUTTERS AND GLASS ' WESTPALM MAT Ft. ��H TAB 2�0�iW T65 7 k TA5 203 KIORI PRCOUCT APPROVAL NUMBER ill ,'I at . .111.1 . In , . I �, , III � L9 I= M < 8 x - Q g -, LLI L� g r- 2 6 z3I 9 � , M q EA � R ;Z , - � ta .< . U ilz &� LLJ X: -x -3 -J! -BE � � � � � ,I _i - � * O ,; i x q I , " � g . � e � � 12 , I i . 61511,51 1 I ,i C I I i _- ! 9 � n. R; � I 1 A t i 9 1, � �RiiemiiiifXi. ` I I 0 I g I I -1 . I it, 5 1 1 I I -------- __ - VISIT 2 $-NJ 20-31543 ffi�- * VERTICAL MOUNT ELEVATION /-2-"\ CNOTCHED PANELS) \,I,/ NT.S, ELEVATIQN N _ 5r 1. II�I 1`C ,I� �,"i,"-;",-"��,,-���,�-I'l-"I , ­�'.11_111__ Z YBIT ­k,_� - N . 1_`VCUr.__.,_`,_= U. ______E5 `� ___.�, ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS ____.____________ IMIIIII-IUII,Ilo�m-IIIIIII'A-Tlllll�1-11-1 (KVIL?, WNfJ ?ONff 4 & ESSENTIAL FACMTHE�� __ . NVIVNIUM .1 ­ I � i DEBIGN 1111 LAII111111111 INITAOADON141IT.TiLl A' I CSSURF � . �,;�`I`,'�'�- , MANVABOVErRAVE iMAMBITASCIVPECRADE � I I� �111__ i I " , , ____ ­al;ii - __ - ­ - � � - _.1-1. '.1 __ - I ___ __ - " I , "", -_ - 0 4�, 2,16 in , , __. I ------ r -/ 3P --- I­,,rrD-i!,_--- � �i4o i jm.or, - I _ __ . � iv;�.____ sofi-;', ­ - __ � .i45 � Tion ... I � - �- 1-1 - - I ficil M 1 16 in I 1 ,1-50 1 1.30,01" 1 Aca l,, ,I 16 Il I .Iss , , � I(,&&,. __ - _608, 2135i, _1_.. . - -r ., Nu ___ �-,. Bi-. _. .___________ - , , I ii� . , S3,, _____._.__ - __ __ :)PAN tiLHtUULt NU I tt)' 1, C44TER SPAN SCHEDULE$ WITH NEGATIVE DESIGN LOAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAW SCHEDULE IS ACCEPTABLE FOR USE WITH POST-, fVF LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2- �PANEL FASTENEW ARE STUDS USED IN CONJUNCTION WITH ALL MOUNT114G EXTRUSIONS OP -TRACK, STUDDED ANGLE, ETC,), USE 6,257' QC, PANEL FASTENER SPACING TABIE VALUES FOP .4', Alt , � AND 'U"HEADERS (INCLUCHING BUILD OUT CONDITIONS) 3- LINEAR INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEVT HIGHER LOAD. GLASS SEPARATION NOTES: I ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED a� SCHEDIULE 15 REQUIRED MR USE WITH POSITIVE LOADS ONLY I INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HISHER LOAD 3 FOR INSTALLATIONS OUTSIDE OF THEHVHZAND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONE$ I THFQWH 3, THE GLASS SEPARATION SCHEDULE 15 NOT REQUIRED AND NO MINIMUM S�EPAAATION FROM THE PROTECTED OPENING IS REQUIRED, MINIMUM ALLOWABLE SPAN SCHEDULE @i����� TOP MOUNT i Z . �, t 5 � g - . I P - . I 1 7 � - I 1 11 A .5 �� 1 n , 15 � I, I � R g T:§ n -.6 & V g 4 2 . � � , �� ?. 1'5 i �� '. ,E �16 a j - P W H.0., T O' O' n' 24- IT 2� Ir Z4- 5,1- ?0` - O' -&- - O' ZV 24- _XZ� 25- Z2' _F W� Dr' 24' 23' -je-r 1i D" 7 T 21" 2'r 2T 22' 24T IT' Z,r "E .7w I III 2i, s & atw AMIN, - 23- IF �_ - 5�� - Sif -Tr- - - 3ff -S� 30' I 1 33' 0 24" 24- 24- -jr 30, _.F 5T IS. 48.1 ItAll Air, WF Sy 2 25" 25'. IS' 3t' 50� SIT 30". W 26' SO' 3V W 2 0 22' 22-1 2r I 11" 29D 30' I 11' I 2T 22- 1 29r "� Iif� r iTiAMPURI C`_1t M ­1 241L I" i� i 17'1 ,III I " " 'W 3T SIT" 11jr, .... 41 - O. L -5- I L -"- 11 Is' .' 2 .1 21r, 11RIF P-11 4F 5W 1 29-1 4jr Dy 54 1 I 1-11 .,I'M I ,.js�YTIT4111Y " I : "'z",, - ,�­�� , ,__I_,�;� ;-, '. � 0, T i; �,�, 6. 1, 1 �8 " , 'i"!AEAH 1, OI I -- , - -I-- _� �j.,�� . I - I - � I,;- 1; A�611% ­ 5;.jaE �:,�u 0 . c, r. . C a ",_�­ ���,��,�'..,-.�".�-,����,��..,.�e.��.,.��,�.�.s lin ,iA,0T1OVS�T1CVO.W11(,M -,N�ll,��".S,4s"l�.N"���.CrI��IN...E�p,ow.�,�lI ." ­1. 4 . NI.��OAM�l,��OM�LC�.i�V�E�!UiREDWH�NPA),PL���,,,Ml�l.?I�,IIA��'��IllIi � .IFEMV, Hoillir- �_WN.11011 A- I We 11.5U#i,S.E1_IA,P -AU.-,-, �.01­� 1. �_t _. Wi1b`,1.r,I�1I�1__IA_NI1 LD - �.r,i,�,l��j)lprrt�,�INI�ll,oll�ll,",,".Eo�ll.�!,���-liv��-,�,�s�l".PE I I I %, ,At��, 0 S, T�f AI- W �- ­ 2I9. ­IT1 OR ­�'IOV� ITT- PKI,T51 .NG -'-,F� ILI. I COT. 1111, II.­ �T­ls * �� � OF � ` .11 01 11 � --tlllzl$-.,.�NI-11.11f...'�"Q,".��-�.�,��-,���,�.�"K- < R � � .�-�-.1-11�.Ll�,l�',�-�"1'411�I.Cl�l�-�"Il�'�.-�Z�E.-I.1 (D L131 - ONAL INTERIOR FASTENING DETAIL 5q�� LU E � �:W ; -g -1 ia!� 2 ,4 Z:) .;: § III 1 � � = in �g � R n. . i 9 E LA�l -11 IIIST1111 Z !2 i ;5 � � OF I.- ill"Ici, - . n, W 2 LLJ1 � 2: 1,1* _'� I 1, I � I%11x 1. 11 21:.A�Z < ::I VI - ".I. 1-1-li, ,,__ 1. ,,-I, ­ I < I I II �: !, 9 : Ill i s I ; , 111 Ir 1!11 I 1A11­­AC­1i"`1.1I ,_ -1 � I,n;. ­ Is ;�:!� � �.. "' .5 A4Q C I / "I" K P,( X7 Z. tAA (­­ �, "". AT -I �', ,ir - li� I I. I� ~W11 cI, Iihl "' I "r,,, M Y 111!i 4 �� I � _11CII1.Ik14NF1,pl ww.' 20-31! 1111­,,,,��� "'4"A""W"'j-, .11 - - F'. ��X, AAM 9 Ial L E,GRESS PANEL DETAIL XL-- M FAST NING �6 (1) (1) = U) -Fu q) -1.-, I _0 > C- 0 S.- L_ _0 (1) CL = 0 q) CL 0 L_ = CU ­0 0- . .5)_l_1 (1) (2) 0 - U) -t:! , = a) -0 0 -0 -0 - - t- 2 �2 - r-- (3) !1*4 o 0_ = 0 3g: N � L__ AV = 0 E - 41, M Lr-- ,,- M _e 0 w 0 > - ;� C11:11 ,1,1�, f - - ,,X (D " -1-0 " 4�3, ,j ,�L ,-C: CIZO . Ln U) 0- Ili -S * "' CS C_ , .0- Ca a- 01.:i m _; 'rZ 1:1Z.1 �-- -0 C 0 < . C07 A= Q. P - Z; M Q=1, Q. 0 4 Z �01111 -It .t Z ev Z . �5? ZZ Z 1� �. ; J� - CUP DID, 6 ": 1Z 0- 8 - cz _: .- I-T I M ­3 j Qb) i!r: F�?_ -�� C, 41- cu C: 12, in Z -1-11 C; C2. _C� ,,p , )_ C-, k- -�? 4 Z Z W --------] mi 1��,_,�! K,4 V-2 2w" 0 ,4.. -r-21 990.. 2 BK. -1. -7 41 ­ou x ­�,,_­_ "" - 2"', "'4' j­ 0,75D" - 'S­ F� ,� .� . ? r ly'l. � I - - '6' 0 0.094" I RD I 9 ; , -94 � I 110" -, ow" �:] 0.1 ,,, '. '6251, ' "'I - ,, -0.0 � L"10,71C)" MAI - - �O rV - - - I =4 ��-,17. ,]-- � � " g . � � " 11 , - ,6g,T, TYP, 2 � -� .. "' --i a 125'_ _p E 18 GA 8 . = �, I I �, ___8 I - .120 7YP . I ,� � "I., 11 ,I i �1, 01 %1,1�. mN, _ O6211 � I : I .',,�P 1�8 - ,,I &I P" - - �ta Or , Ln r = L-11 t,;',,,A.e . - - LAW, - �93 ,'t.. - _Z, , , TC375IIJ � D62_ = _Lj -1 T_.1175_:i�, Di, �_ I , �,�'Efn A - To "'DIS", - F _4 I III 2 1 I EWI.+ I L�%%Ilil - �,m,;, '� --� 2B00" �- -� 2,DOO" �- TYP �,� !�",. ,ill 1 50" T , , 1�'. , , ". M. _�:7i>, - I 1_� �,�, `� I % , -D - '_'4;c . . . . §.12 7- 11' 11801, (9)� lay-HW-11 ,� �W- LIT 'U" HEA 2 V�� &LMiLostm ana-11LO-11� , V 9 I 11 � �, \[ 3. X ]1.�3 ,� I;! '. I I . I �__ I.SUDIiw1,560"�- -�1.560­ ,."C., i F 'L MI, ��Ijks, 0.376" 0.190" 4 1'�S­ 0 35V � R� Iff, I N , ,is- T , ;p , to. P , , , , " � 0 . , , - -It 10.161'1� � i;- - o L�_12.500" PANEL COVERAGE- 17, 1 v - 0.25 o. 11 H �, 77T ;� �, _rrT I. Ow 5u, � ,00 . 0 . �Ii 111� , , 14,B75' PANELLENGI I - LTIL ,I..- IS", 11 _-,4 �1 - �� DIRECTI.Ii -- 111. - MAI I. L;�Iw% .�: 0;090" T_ L_O VI f 200Q'�60oq _,"', ?10" RD 135' 03051 th I � TYP , in I n ', RUILD-OUT "I' TFLCK� - F, ANQF�. 0�9571 � _ C, 9' M&I TRAIN 0*4121111 �,Rll I (,) aYhLX=E *21EE 5 p � I 11 376' 11121 . III , - - C ,4 g� [ �DrA I I : fi�,.. 9 � B.- ;- li,,­ 11 -190 0 1 ��,.' III - I I - - M I �, I'( � 1. I -_ ­11�-_"­ I 4 ,/-1-,,'�­"- I '. � . t - - ­ 1. 27" _EC io, . ne I � . . � : - = �­= 111TION �Q � -, j 0 q 0 1 T ,_ Dc,� LOA25" V=AED . . III I �11 I I P, . � g LE A � is . D1 f =A�( - CK nExTENtlEm � I = r, 6 �z I 1­1`14:­ 1- W . � 7Z - '! � I 00011 , , I I I ­�,L T�-- 1',E ��IATCF = 8 P , _" � ­�� ii __ I I - "I - j, � "`_�'� '­X ' �� I I '�_",�.11111 "I'liII11311 En � R U - -OVERLAP I 1, I , 1 25" MAX, I', ":C g ,,, I - 4" MAX, CORIJ15POLOSURE DETAIL L_/ 8 5 k I � Ir A 0.199"j- .­,­ '10 1. -1, �:" . � 25" MAY, 3-1 � I MAX jt"?a __f, -1 C� I � - - .­ ­ 7,,-, - - I n, �.i i... I LU � 11.1 -1 _­=,�?_4 - �� 5 1� , BUILD-OUTI 1-"m'�_,.�= "'. ,, 4 _=,'?,� , 2 I� ITI � ­',�.­., � I-i", 11,1111, �.. DISTANCE N -. =1­1­4 T1111= 2: c I. I -­ < I . I, :L � I'll 1111 F I 1-1 _j � ­.' lr "I', '­ 1.QDU' � I I I ­­­ < � -1-1 i � 111-CIO,"'.. '.-.- 1­��,., " "­­­_`_`-_-` -1 . 1-1 � 11.__z; LQ1- I n IP I , ,� -1 ­ - ., __ , ,"'. � , _ EMBED 2 1 1,0001, I ", �1111.1.1;1 ­z�C7.Nz u2_111­ �­"I'l-1,;­ 1� � " �. - - �, - .,�CnJnl_ � I � OVERLAP ­,L�j,,,II�,,,,,I " 3.92,0, � I fil 1 i I � V " I , I A - ",","I", 1�� MAX _1 ii � ­B, 25, MAX �Iill_'1111s`11111 "I'll, '1111", "I'll 1�500 11 I .."W-1*11. - � - 12" I � MIN � �, ,1 v I - 1. IL . ;� I I _� I L, ,T­ .� Isidlig, , � -11 111.1n LSOO", "t -�.11-117­11,1 ,I I'l-R11-1 MIN , - , ��.,__, .1 ­­­ 5 i i 11-1 . n1*T­ 4 I F _n­1411111 I� _11111IF H`11-- " 'i"_'­.1­_1I­j�L`I1 I.. .; , - ­- ", - � OPUBAcU,SUPIDETATI ,_,.- 11,1.,_ .: - - - -', �;;,, I 011 i� - ENISED ,_� . 11 � - - -I, -,,� 1- A !g �. i 9 B- P MDUUT ­SUNE DETAIL ,,: ��,.­.,r , V TFA - , "A � - P V T , _r Ill !_ I . . R111 I ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PAKEL FASTENERS @ 12 S" O C �.10A.M'Ir M��M�� ��N�I �� I �� ��� em EM MMMEMMI11121iIII EMM�20111�11111 .. . . N mmmm � M �, I I . MUT.%FMWMMWMWME1EM�nV.2MM- � Im Ifflifflam F-M �EMMMMMKW�EMWMKM MMMMMEMMMM�rMEMEW M, Im I=MEW MW ummm'MMOMMMM MENNEEMN ON ��Iffimfflffiffifflfflffimfflnlfl � MMMMMM�Mmm OMMMMEMNEEMEMEM11�11�01RIM113111M FIWIIIII FM � . - .. �01�111111111111111111 I I � N WEN 0 W///////, r/,/,/,//ff///V//////Pzz//,r//&,V/j?,/",Y/////"Vz///,V"V/�W,w/j",/��/,//', W/ R � orm. 011111111 W/ 1/s! 0111A M Tom V, W/01/1 M 101 W//// 011 VON 01 T/r/mm's Ov//// 1� W///////, �/r//�//�//"� M 17/m/Ep/l/1110,11, rl"11 R V/"//, � I , V///// M nw�lell1oll�40MEM;��1111111,�11111111��MW41�'ll�I �M///,/////Y�K/////,Ocsmnmv/Z///O, W_ffl=1xW0///KV///// ommirlIllfl�r�lalmmvllllzlwll�1111,�EWI�11111"1��IlI ��Mffimfflffifflfflfflmmffl EM M 11111311111=11=1111111111�11111�m � E �"""""""""""""" MOWIMMMMM I MOMEN = M omEEWEMM�� � 1[111011110111=11139� MMMEEMMM N : �WOMMOMEMEMEMIMUR� _-�Nffimpllp EN � .. � 01011 I I . MM M "91, "/,/-",/ ffil 7� � - I f', ANICHOR M_ .Esire. PRESSURE IF, TYPE SFI ,',,.I,, I. 6 _i� irill- 11 III 11 .1 1, ''I CONN TYPA r CI �� CON" I" CI .1 Z'i, Eii II01414 TYP cI III 11 fj,.- � V EPEE. 33 - AGM ­ . 48 - ,_Z_ i215" MCI IE.0" 101'y' 1�,S' 16.g 16.0., 7.5'� 12,5" MV' 1, " 711. 'a's. YG O' Iewo &B.- II.TI V5.. III:,` ,.I� ,� I., �5_tvl III, W, la! 12. Y' Ir,O 16A)" �. 5' 12,5 16.0" 14.7' 6.0" 12.5" 16.0' 14,7' 6.0 . 5' U51 Isy' lo" 115ru'll 14IT 6 9" 6IF' 10L5' �a - - 16�." LOS" L4,7" E.TIL I4�7'� 5 "r 12". 121TO "" I* ", "r, �8_0- I, I I 6.,. a 1 __ _. ­. F � EFLa. 33 t-M.S.- 4i 48 D:V�I`­ 7� OLE, 16.0', J60" _SjE�L J,,I" IZ,5*, 16.0,� J� ," -,C- , JZ 7r 16.D' 20�8' 6o2' L2.5" 26,0" 14.1- 12. F. 16.0. 9.7" 5,6" 1 i2.5" 16.0- 9.7" 50' L2-.5" 1 2 ". Lz.�F, 1610" IZ�0, 16c. 1­` 16x, 9.5-� 1R.5, ,I '.. 1 .5'. 16 0" IS 0�: .,Q 9.6 56" :0 : " : ,:� . ., '06 1Z.5" "I ,2 � 1.1I, MD" 9.6" 5 5,60' is .. .w. A., 11616-1 M�l 5�611 R � IJ4' , L-VI .EIB. 3� T'C-IFW 41 46 _, 51 "� Ti 12.511 16�011 16.01T 12. 5' lr,ro" I ",I 1­5 " " jB&O" 01. I 1,4,5" I�c,' 13.3', 12.51 L5101. RZO 125� K 9z,:; 16:5 12.51" 16.0' il,.4'� 12.5', - t7s,al ;,V, IN, ,2 1 L2,5" izAll Ji,0` 10.5' 26.1. R.V, 127 ils' �Ta- 1­" 9.110 I, 1.�� 12, T, " 5-1 - ..= 16.0" 9.1"M j6_0 1: "'I" , le� EMBED 33 Y, r, " ­ ALS-Ic 48 * *0 5� 12 A�ZK 16.0'. R.G., p-S, A��L 6.0- 5,1-- 12.5., 13�q­ 5.3. 4,5'. I".51 Ma, 1.01, 1�.S' 12.I" 4 ." 4:i� 6_,�S` F2-4" A-." 4.1" 3 54' 5S" 6,29" IZ,3" CT' 4.0" 6,25- 12.3- 4.7" 4,0*0 _LLSL L2 S!' J4.7�' I." 12.21" 11" I r3' sB5!' �Yi- I i.- -FT1;: P1111" , '.1 ­3" ­` R ." ANCHOR NOTES: I ANCHOR S CHE OU LZ A PPLIES I 0 A LL PRO DU CTS CERT1 FRED H EREIN, BUT ON LY P OVI DES �8 MAXIMUM ALLOWABLE ANCHOR 5PACI MG, MAXI MUM ALLOWABLE SPANS AND PR SE U RES INDICAT ED I N SPAN SM ED OLE SHA ILL A PFLY 7 FNTF R A IN OH OR SCH EDU US BASED ON PA ME L FASTE N ER SPAC ING, 7 H E EXISTING STR U MIRE MATERIAL, & ANC HOR TY PE. 5 ELECT DESIG N LOAD G REATER THAN OR EQUAL TO NEG ATT VE D EsIGN LOAD ON SHUTTE R AN D SELECT SPA N GREAT ER T MAN OR EQUAL TO SH LITT ER&PAN 6 ELECT CONNECTION TYPE BASED ON APPIROPICIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHESI 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3 PANEL FASTENERS*'ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIOIS C-P-4RACK, STUDDED ANI ETC I JJSE 6 25" O.0 PANEL FA57ENER SPAMG TABLE VALUES FOR PILL �H'- AND "U*-HEADERS (INCLUDING BUTUDOUT CONDITIONS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACT]JRERS'P.E.M�IMENi3A,rrONs 1 0 HLL CONFORM TO A57M C90 BLOCK. 6 MINIMUM EMBEDMENT SHALL BE AS NOTED I A ANCHOR SCHSOULE. ADEQUATELY 7R ANSFER LOADS TO HOST STRUCTURE 8; CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN�CRACXI:D CONCRETE ONLY 9 WHERE: EWISTINGSTRUCTUREIS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD ViFUTY THAT FABTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, N07 PLYWOOD, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSU RE PIECES. ID' WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MIN.) WOOD STUD (Y4` EDGE DISTA14CEIS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE I'SOUTHERN PINE" G=OSS CRGREA7ER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD CP,HEX HEAD, I 1, REMOVABLE A NCHORS ARE DEWALTPANELMATE,A�-POIN17550at>-SrT&SRASS�5HIuc- 11 MACHINE SCREWS SHALL HAVE Ifl- MINIMUM ENCASEMENT Of THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFE R go SIDEWALK BOLT) 1) N,O 11 44NIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO 0:0TIECER WALL FINISHES, 1-4 = DESIGNATES ANCHOR CONDITIONS WHIC14 ARE NOT ACCEPTA13LE USES, C L-9 * DIRE _ Is LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES L15TED ON THIS SHEET 04 ­777­77 A- N - I,7­6". ,,, . � � _,!1111'�, , - I , - I -t- __ , __ , _;, 4 - , �,., � � 11 -1 I `o N � * E, I . �, I I , " i, I �, 1 91!5,E � - �!:��17�,qjl ,� - � - U , I _Hl U` 11 � , I IV , � - , - '_ . 049 111 4 - V, ,._b� , " 4' '. .�- - � E , , ;,., , ;-a �, ?i5l - � V) 0 f5 U - 10 9 Ix . :� q � � T . 2 R 1�1 2-1 �5T Nif 1 ji�- I 1, ,B � Ln � �t .W < 6 ,� ff �4 � < re 9 LLJ 2 2: - < _j _j < 11 - 15-0 . U) a) a) = _4__j +--a W =3 M > 0 L_ C/) CDL 0- < W 0 C =3 -0 M 0 OL - 0 a) " C/) M L. 00 =3 w 75; = Z < I _j n SHEET NO. SH 1 .5.