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Home My WebLink About36371 Well Hill WayCl INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 SIN LINTEL PLAN & DETAILS STRUCTURAL NOTES ABBREVIATIONS - _ - SN1 S3 DETAILS DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Flr. Floor RAD or Rad. Radius S4 DETAILS AC or A/C Air -Conditioner FLR SYS or Ar Sys Floor System RAG or Rag, Return Air Grill --' ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed S5 DETAILS AFF orA.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator S6 DETAILS ALTorALT. Alternate FRT Front REINF Reinforcing - — - ST STAIR DETAILS BC Base Cabinet FT or Ft. Foot/ Feet READ or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room SS RETROFIT DETAILS BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RND or Rnd. Round D1 SECTIONS &DETAILS BLK or BLK. Block GALV or Galy. 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 D2 SECTIONS & DETAILS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core WP WATERPROOFING DETAILS BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door PA1.0 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves - - -- C Carpet HC Hollow Core SHT Sheet PA1.1 PRODUCTAPPROVALNUMBERS CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower PA1.2 PRODUCT APPROVAL NUMBERS CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights , CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL CLG or CIg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir — — — SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL CMU Concrete Masonry Unit HS Hard Surface (flooring) SO FT or SF or S.F. Square Foot (feet) _ _ _ COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. Column INSUL or Insul. Insulation STO Storage - -- -- - - -- - COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine n SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar - - - CONT or Cont. CSMT Continuous Casement LAUNorLaun. Laundry LAV or Lay. Lavatory TEMP or Temp. THIKN or Thik'n. Tempered Thicken 1 1 U r7 El M F= =7 El 1 I U SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL 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 El DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. DCF Double Decorative Cementitious Finish MAX or Max. Masonry MAX or Max Maximum TP TR Toilet Paper Holder Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DIED or Ded. DIA or Dia. Dedicated (outlet) Diameter Mor Mfr. Manufacturer MGT GT Management (room) TYP or UC or u.c..c. Typical Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir, Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or QV. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior MEAN ROOF 15 FT. HIGH TYPICAL DWorD.W. Dishwasher OPNGorOpn'g. Opening Worw Washer EA or Ea. Each OPT or Opt. Optional W/orw/ with FOR SINGLE STORY HOMES ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation FED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood MEAN ROOF 30 FT. HIGH TYPICAL EWorE.W. Each Way PKTorPkt. Pocket (Door) WDW HDR or WDW. H DR, Window Header FOR 2 STORY HOMES EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXTorExt. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Plt. Sh.. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDNorFdn. Foundation PLTHTorPlt. Ht. Plate Height WP WaterProof(ing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PWorP.W. Pre -wire CODE REFERENCES ARE SUMMARIES FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06,23.22 OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 04/25/12 1.00 NEW BASE PLAN documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to 06/25/ 12 2.00 GRADE BEAM FOUNDATION 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 08/26/ 15 3.00 2015 NEW CODE UPDATE construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding theinformationt(ati) found in theseplansyhould 03/06/18 4.00 FBC 2017 CODE UPDATES & MODEL UPDATES c chargted will Office at 407 880-2333 immediate) No backchar es will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. 05/30/19 4.01 MOVE KITCHEN DOWN, ADD 6" WALL AT REF. be made in accordance to the terms of the a9s eemenwlll 12/19/20 5.00 FBC 2020 CODE UPDATE 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 I= 1E 14 INIPthe ventilation of the building and thereby shall not be responsible for indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this tome. Care must be taken to check windows and doors for caulkirg, remove leaves and 1525 debris off roofs, make sure that water {r.) ,,v is away from the house and have your home repainted / 3 - 5 years to protect the coatings. The designer and engir f record are not responsible for the upkeep of the hone will not be held liable for instances that may occur owr jl' ._ , normal life of the home without proper maintenance. C" o 4 rn c mc'M >< _CVC=t N C-4 r d Ecri �Q O 3 3 6- N a� CJ Q d co �v � CM2. CV �. 'n G $ E cs pp11! n,ya a� ��J L•'6e N LW CP t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenbal 7th Edition. Engineer's signature and seal is only for the st uctural engineering portions of the drawing pages bearing Engineer's signature and seal. H Q �y V o 8 O N O W N +� Lo M®M Y/ _ r ^ J �i 4a M V L� a LL LL W — d Y .L m rn t Co o _ 3: Y o C 0 �� 0 co ' 5 yW i U5 m LO M Z Q J F S N X0 0 O U U Cn W ❑ ❑ z N M o g 10 z N z o � J a N M tr1 z Q) C9 0 LL Cn LU r) U 0 �'� '^ vl LU o N J U w J )— E o N Ol ® , o w M M M J Z Z � S Z Z q � wo ,M zo E U w= oa os Wo 0cl0< O E ao o� 0z rm ,o wo �W co C �� zQ mo ~O cnW � 3 oLLLL a ,nw CID <o o wx 0 ;o a =o 0 = 0 L� Lo Ip rn cD ^, W � T M T Q0 � Z r (7 T Q fo N Ln � O C)M � 0) L / T O T Q LO � LO M r M T_ o z Z E r y c a E U ° Q p� JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. CS Icy- Lo �R LID I=> .2 LID LID -4 Q-1 0 t7- 0 ca. E co W E 0 .2 9 .'4 0 ,'4 10 X) 4; '10 C? 80 KITCHEN TUBISHOWEF FINISH PER FLOOR PLAN KITCHEN 0. BATH BATHROOM 2 VARIES, 2" LESS THAN CABINETS BELOW MIRROR I 0� EC �0_ ILI I L11 I C C? INTERIOR DETAILS SCALE: 1/4" = V-0" VENEER KEY PLAN SCALE: 1/4 "=V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD 0 0 Lu 24�'TOWEL BAR ON WALL ABOVE TOILET W TO EL BAR TOWEL BAR IN TUB OR SHWR ON BATHROOM WALL MEDICINE CABINET =9 00 I T TOILET SHWR. VALVES SOAP PAPER -DIS HOLDER 9 02 02 LL LL co M TTOU B FIN. FLR. BATHROOMS, SHOWERS AND TUBS z o? ID 0 9 :;t DOUBLE RODS EO SINGLE ROD CLOSETS/LAUNDRY KITCHEN POWDER BATH C\1 251-0" 101-01. 1'4- T-4" 1.1 -4' 1'-4"X1 '-4" "L" SHAPE CMU COLUMN Sol _L!�E 24 0 I LANAI 1 8'-8" FLAT CLG. A.F.F. G T. 7PAD 0 AC 101-01, 1TI-O" Z-01" o? '0 40 (D HB 35 SH 6068 A DINING 4 NOOK 8'-8" FLAT CLG. 8'-8"� FLAT CLG. 00 CARPET 7 TILE C? C) 13'-2" 01 2-7 2'-8" 6-10" - -J'-1 1' 40 TL0 ----------- 2x6 WALL - - - - - - - - - - - - Z. F - - - I L Cn J) 2068 D.W. FAMILY M LID BF. L 8'-8" FLAT CLG. - - - SINK CARPET W] DI SP o? zo KITCHEN L TYP. @ 8'-8" FLAT CLG. 'T 2STORY TILE b CY) N LO TYP. @ 0 (3) 2x4 #2 SPF ST`UD8 W1 2STORY U S0 HT'116 �O BASE U NMER[ F-G-1; T_R`U S__S__ T-11 1' 1 If I I ALT HIGH 112 AC PAD I42" WALL W/ 1x CAP (D U) 4'- 1 V T- 1 7 LO 4'-8 /3'4" T-2" LO 19 PLUMBING LINE �0 TO SECOND FLOOR PW TP 7-- -MISS 11 '-8" FLAT CLG. 60 (3) 2x4 #2 SPF UF OPEN r12 10",10" TILE 1 26P8 PF. U) Cl) STUDS W/ USP I F-Y-oI �y J D HTT16@BASE- TO ABV.`1 - S3 1 1 31 41 51 61 71 01 01 286 1111 1211131114 151 8 1111211 0 EDGE OF SLAB --7 1 I I I I M I "1 jr 2868 31'-IZZT� ...... 2" BEYOND FOYER S.W. W ALL 8'-8" FLAT C LG. C Q H2 S4 C F_ U-1 TILE I W.H. S3 S3 UJ z 1 0 X 4'- 1 11 2'-8" 6'-2" T-10" 6-4 �z LU Q ___? BUILDER TO PROVIDE < 0 A 30 8 1 --l-NOTE: FINISHED WALLS APPLIANCE PROTECTION 0 :D > TO BE FLUSH. FIELD WHEN REQUIRED PER FBC VERIFY. z 0 Z I? ATTIC < ACCESS ENTRY L- - - - - - - 0 < u -8" FLA' CLG. LL AFF 0 W IS ULI _J > LLI G.T. - - - - - -I 2`4" ED - - -G-AR-AGS ----------- ("A S3 [o 8'-8" FLAT CLG. A.F.F. TYP. @ SINGLE STORY K I S4 I I TYP. @ I 1%V HB GARAGE I C? - - - - - - - - - - - - - - - - - - - - - - - - 16070.OVERHEAD DOOR -in - - - - - - - - - - 42" H UPPER CABINETS 36" H UPPER CABINETS - 16" FOR LINEN 30" H UPPER 2" FOR PANTRY CABINETS OVERHANGS THAT EXCEED12"MAY RECUIRE A SUPPORT BRACKET T 36 H BASE 0 FINISHED CABINETS COUNTER TOP 3 " H BASE:3 I? 9 60 y: ABIN C ETS F_ F, !!�4 ==D 0 2x 0? FRAMING 3F 9 1/2" GYP CN N BOARD FIN FLR. - I I . . FIN. FLR.-[---A -1 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" L811 L 4'-8" 1._1 0" 16'-0" v-10" IM1 All In, 0., -7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 187'X251 S.H. 13 20X38J 18 JX 371 S.H. 14 20X50J 184X50 S.H. 15 20 X63 18 4 X 62 7' S.H. 16 20 X 72 18 J X 714 S.H. 1112 27 1/4 X 26 26 X 25' S.H. 11-13 27 1/4X38i 26 x 37 1 S.H. 2714 X 501 26 x 50 S.H. 27 J X 63 26 X 62 112 S.H. 1H6 27 -41 X 72 26 X 71 1/2 S.H. 22 37 J X 26 3671 X 25 112 S.H. 23 37 1 X 38 J 36 J X 37 3/4 S.H. 24 37JX50i 367' X 50 S.H. 25 37 4 X 63 3621 X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734WIDE S.H. 32 54 X 26 52JX254 S.H. 33 54 X 38 J 52 7'X 37 1 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52JX624 S.H. 36 54 X 72 527' X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS <e(2) > - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE <@>(2) - 2X1 0 #2 SYP W1 112" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVL 2.OE Fb=2950 RAG I (2) - 2X4 #2 SYP W1 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 D +29.7 / -39.7 +28.3 -30.8 (-D-) +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 G SEE SN SHEET H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 FIRST FLOOR PLAN - A SCALE: )/4"=V-0" General Notes R302.5 Dwelling/Garage OpeninglPenetration 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. R302.13 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent, • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re-circu lation 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 ALLLEGEND FTTTI I I I MASONRY HGT. @ 8'-8" A.F.F. EMBEEMBEEMEM TYP. 2x FRAME WALL ILLLIL!ILL�1 I, 1, 1, - I� BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 721 S.F. SECOND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. 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 CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EA\, GARAGE SEPARATION R-11/R-13 KRAFTFACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C%J C= C%J > C2 ca C., C, C111 Cl- C10 W CL, CL. (D cf ca W C=1 E FO �AV C.) 7;: -.01 41 X 0 , 1�u To the best of the Engineers knowledge, info7nation 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 structurdl engineering portions of the drawing pages bearing Engineers signature and seal. W 1,T E CN 0 M 0 0 N N N 0 W co U) U) 05 r- - uj N 0 LU _J '! c-- CD J LL LL U) . 3: zo 13 - z 0 it.R_ W 2 20 c-, 0 =;m C� 0 r-;; M W 0 2 05 11�ci� z LL cli co a z b 6 1 W 0 M (0 < < < U-_ 4-, 1/> LU C ) 0 Ln LL, :� V) 0 LU E 0 01 �9 U3 0 2 < UD 0 M cz� C.0 z 0, z z < E 0 L) z z< Z 0 00 E z Q0 M W t < 1 �0 . z U:) M C: < 21 < -0 z 0.9 z < � 1. 2W 02 1z �O W CfD M 2 < < z � < .0 Sol! cl� 0 0 < 0 0 > L CID (D co :3 00� < 0' CIS (1) CN LO 4-0 4-J 0 C) LO C') 0') CN 04 Lo C) 04 < T_ E CV) 0 M :3 LO z E ca 0- E 0 0 0 -0 < (D JOB NO: 23-06106 SCALE : AS NOTED SHEE7 NO. C11' C> C I Cr V) to C> to C> 1 10 X) 19 C) E C0 (D E .2 CN C� 714 X) .-4 C> V14 15 M M STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" 42" KNEE WALL (16) RISERS AT 7 -9/16" WITH 1x8 CAP 10" TREADS wl 3/4" NOSI NG1 & CASING USP MP3 CLIP EA. 3/4" PLYWOOD STRINGER TO BEAM/ DECKING FLOOR SYSTEM TYP. FLOOR SYSTEM 13�, 0 12 Oil 42" KNEE WALL WITH 9 1x8 CAP & CASING STORA E 8 B UNDER 36" H. CONT. 60 STAIRS 7 GRASPABLE 1xTREAD 61 RAILING (TYP.) 1x RISERS 1-1 1x8 CAP & (TYP.) CASING OP 3 2xFRAMED 2x FRAMED (3) 2x12 WALL WALL STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK--/ W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SCALE: 1/4" = V-101" 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 11/2 inches between the wall and the handrails. Grip -size: Handralls 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. I SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 7 CONNECTTC PLY SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" 0. C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH CONT. HANDRAIL RETURN TO_ *B WALL DETAIL. SCALE: NTS 10'-2" 1. T-1 111-0.1 1. 14'-0" 9 140C REV 10 1 20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 81-0" 2x4 SYP #2 16" O.C. SPF #2 91-011 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9-4', 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 ONLYUSED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - WINDOW SCHEDULE SIZE R,O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18JX25J S.H. 13 20 X 381 184X 371 S.H. 14 20 X 501i 8 18 J X 50 S. H. 15 20 X 63 18 J X 62 J S.H. 16 20 X 72 18 JX 71 J S. H. IIH2 27 1/4 X 26 26X254 S. H. 1H3 27 1/4 X 381 26 x 37 1 S. H. 1H4 27JX50i 26 x 50 S.H. 1H5 27JX63 26 X 62 1/2 S.H. 1H6 27 J X 72 26 X 71 1/2 S.H. 22 37JX26 364X25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 1i 8 36 1 X 50 7 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 364X71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73JWIDE S.H. 32 54 X 26 52JX254 S.H, 33 54 X 38 J 52'X374 S.H. 34 54 X 501 52 17 X 50 S.H. 35 54 X 63 52JX62J S.H. 36 54 X 72 521 X 71 7 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS <e(2) > - 2XIS #2 SYP W/ 1/2" FILITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FILITCH PLATE <@>(2) - 2X 10 #2 SYP W/ 112" FILITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVIL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVIL 2.OE Fb=2950 <e>(2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.OE Fb=2950 RAG I (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 N SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED IN"DICAtT7T�A�BOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE � +29.7 / -39.7 SECOND FLOOR PLAN - A SCALE: )/4"=1'-0" General Notes R302.5 Dwelling/Garage Open inglPenetration 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. 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. WALLLEGEND I I I 17-177771 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 1 ST FLOOR LIVING AREA 721 S.F. 2ND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE' GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) CIA C2 C� r� C= M C-3 -W C= ca C-4 E CS g Cu CM T y"e- �) C) C <) L "o 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. Engineeft signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, W E 0 c) 8 ON C� Cb C 0 ID N 00 w - :3 Lo 10 U) LO It C') .4 *h c: - L� Lu M LL Lu Z C, W ;;, 0 W Z IL o, M cc) Z� 0 . < LO co Z < Z E� 0 6 0 < Q U) W 00 0 V) LU 0 1.71 V) ci a 11,11 Vill E 0 US 0 ID U) M 0 0 N CD co Cl> Z U- cd, E z z E 8 E @ 0 L cu .0 00 Z CD E co WM CO Z 1Z 0, �'l �z W 2 z co < 0 w- 0 < 0 .0 0 L6 0 0) 12 CU 0 ILO C.0 cc U) 12, 3: C\1 0- L0 C) 014 C'4 Lr) V) C:) r- C`4 E -E 00 L0 0 ca Z :3 E E 0 0 < JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. 1.2 T.O.P. N FIN. F r. T.O.M I FIN. FLR. T.O.P. I FIN. FLR �a �. T.O.M. FIN. FLR. ALL TRIM LINE ARE SCORED FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 6068 SGD 12 �5.9 —---------------------------- REAR ELEVATION - A SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER 12 SPECIFICATIONS — — — — — EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU RAISE BANDS OR FOAM PER COMMUNITY SPECS EXTERIOR PLASTER ON FRAME [E� U� F 77 � �U� TEXTURED CEMENTITIOUS FINISH ON CMU r- SANDED 00 FINISH Ll L] El El EA— — — FRONT ELEVATION - A M�a FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 5-0" RIDGE VENT 12 5.9 5'-0" RIDGE VENT 12 �5.9 LEFT ELEVATION - A SCALE: 1/4" = V-0" RIGHT ELEVATION - A SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" Q.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C 1063 & ASTM C 1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. e+� o N � > „U ._J L) r= mC.2 V,4 �ea >� us 4 Esc au=� at 0M ca� ,� in =CM ,. �E ��4��Ot1tt190t)!!!!Pp® pP t C .a� F 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 Engineer's signature and seal. W aNs& a v E o O N ®0) 0 N c0 N N N W f� rn �'� J rnr-- r-_CD 8 N N M d L �` d m LL LL LU EL �Q�ww r.r ", V z J "d d Y t� L .M, o Z O Y O W U) m "U Z CO N O Q J co Z J N O U a O0 51" .. ❑ ❑ Z N M o g Z N Q o Q M � v � �-1 v _ o O—� LLJ o N w C LU E mi U o �® N O� o J W 0 M M J ¢ ZO SS Z Z Q Ll- E zo ° >N Z 140 O H CL a E oa 00 ao `a rz 1Z Wro L U:)C ¢ a p W mo o� U �g ZF m J cn � < a 0. aZ Z z 3 � a T > (� 7 <0Milli N W 2� M 2 F v Z< o3 4 0 C':) > �i ! Q ai rn m L T T c co T U) 12) CL m +J _ ° C' .�] ?� 04 LO � N T t^ Q co LO E M o cc � T v; LO Z E T E c U J a 5 Q ❑ c J JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. 2 - II` I7 it _ - _. f 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. GENERAL ELECTRICAL NOTES. - Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET i 'Rill HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ❑0 HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR MAIN O 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.----_ INTERSYSTEM BONDING TERMINATION PER NEMA 1 150 AMP/ 200 AMP 1 to lights & outlets 2 to appliances and GFI D to WH to Range to HVAC 200=4/0 in 2" Conduit 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. III, 1.5" VTR 'I I I I � I / I I I PLUMBING RISER SCALE:NTS DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER TCH FOR DISPOSAL 0 3" OPTIONAL LIGHTING SCALE: %4'=1'-0" PER SPECS ELECTRICAL PLANS SCALE: %4'=1'-0" SWITCH FOR DISPOSAL IN CABINET If 11 II ALT II I 1 AC PAD I I it 11 L=====J WP G F I DISC. H wZ 20W >_jm o N c 7 d LU > W a� c ca c;:' --oCo ILL. N � O U) 'O N f/! O � 3 � d �. L C fC E a. N � 0 N M L0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signatureq seal. Band $= o P 1lti. 1Y1,1 W E O c) oo 0) � cp p�vi J 0 m Q 3 'Zr4 ��LL I LL a a a Y U 4' to L.L W Z Z 13 Co e °? O cc r M o 0 5 0 o m Lu W LL 7 t6 N (O 0 J Q J Z w < Z o� ❑❑❑ W N M o 0 .5 N Q � Q 2 � r` LU V O—� N 1, o w uva F- .9 U of J — _ E '° UU t o w M M y Q Z Z Q _ L.t_ � E z o �z > M ao of zp N o E Q W K CO L w O oW W Z 5 rc CID 4 oo 01 Z m Q) aw Z go W co oQ 1 w a o ¢ Q= w� ~ ¢ 3 _5D ;o v 0 03 C> o 0O m >L.0 0 ui m `m C� r Q CT T r Com Ln _ LO M > 04 LC) LO n N r r Q at � M M o m T � Z Z E f4 a E o 0 _j v m Q o m JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. 3 �ttT I - - - - - 1 .1 - ri - ,JI �.IP � . ( r-u�. a1.. I�irl'.t � f I -i,r �i '. � .. I I --�� T i- -I 1 i i � — �r ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Rule Ridge Off -Ridge (No Upper Ventilators de Upper (Must Provide U Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 288 276 39 138 10 69 0.0 0.0 0.0 (Zone 1) Main Floor 0.0 0.0 (Zone 2) 60 58 8 29 2 14 0.0 0.0 0.0 Upper Floor 5.0 1.0 (Zone 3) 860 826 118 413 29 206 213.0 75.0 138.0 **NOTE*' GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN -A SCALE: %4'=1'-0" N - o Q+• O ri t7 m C�j p i N Q Q a, Ca 3 z m Y as a c W �C- 3 :5: m Pelt .1N Asti f �`� ,.'� .r� .. +may �'`a ^• '"4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Ronda 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. v N N O o + Lil J LL LL , EL Z — 0 d Y y W w p _ O o��Y, o W Z m M m o °' ' Z N Cl) a O 6 0 _.. W ❑ ❑ (D M 7 N M O O z Z O Q � QQN Q � 0_ � r U')zca M Q) 0 (D 0 LU U 0 N �M LIJ o U) cxaa U C j .� J E U L _ � N i'A U o °s c U .10 Q N D � o C.0 J w M J O Q L.r- E z o T m CL p E (J wz z� oa F-T r6 CL 0 O a V O oQ 0 �z Qo 2 �` O U mo oLL Z z m J wm Q� F aw zz n 3 p go WC:, a o LL ire QO d Z �w z� m = h J J w wF �o o a z1< 0 O y0 � Lf� Orn �a W0 L T CD CD Q 07 U L O ate-+ LO CD cM 0*) > L0 N n T— T— Q Lf) a� M \ a m � T vi U') Z z E T cu co o E U -1 ¢ p -, JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. 4 7711 -i H I I i I 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 Uj z 7� LU J CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" E r, vr�fsa hvv' #5 CONTINUOUS REINF. SEE FND. FOR @_ QUANTITY � ;,, #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U. N.O. *"Alternate: M '@ 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" = 1'-O" cm N co NIno �z O� U) O c;> r 0 (? cM 0 v 0 M r co Lf') ■ I I ■ I I I I ■ I I I I J I S6 TY . @ 2 STORY U.N.O. I ■ i 25'-0" 15'-0" 10'-011 1'4" T-4" 1'-4" 2'-O" x 2'-0" x V-0" W/ (3) #5's E.W. L 2'-O" x 2'-O" x V-0" S3 W/ (3) #5's E.W. TYP. 5'-2" 6'-2" I I 6'-10" 1,-8,11 TYP. @ S6 2 STORY 2 -g I I - o0 \\ U.N.O. I o \\ M I PROVIDE 1-1/2" RECESS I S3 I FOR SGD DOOR. REFER \ �\ INDI A ES FILLED CELL w/3000 PSI I " TO MASON'S SCOPE \\ CON . GROUT FROM FTR. TO BEAM I FOR WIDTH HVAC CHASE \ w/ 1 5 EB R VERT. ABOVE SLAB. I BASED ON\\ TYPI L @ ALL PLACES SHOWN LOCATION ---/// \ �\ HOO ED F G. DOWELS 17" \\ EMBEDMENT W/ 25" EXT. ABOVE SLAB \\\ "GRAD 40 STEEL" \\ T \\ 6'-4" 0 T 2'-6" 4'-2" — — �--��\ \ \ I C--- ----' _ I 00 I I \ F_ 7— I `° I I \ 1 O� I II \ I I r I °° \\ \ TYP. @ T \\ i 2 STORY I O 0'-0" EL \ I U.N.O. J O - I FIN CONC. KAB S6 00 I 3-1/2" MIN. 3000 PSI I I I I I 2'-8�` N PLUMBING \ -1" r — 7 (�ALT� CONC. SLAB FOR STACK ■ I HERNANDO COUNTY I I N — (I AC PADS I ONLY 3-1/2" MIN. 2500 Li ■ PSI CONC. SLAB OVER6 MIL VISQUEEN STUB UP TO VAPOR BARRIER C.J. IR 2ND FLOOR FOR A/C 2'-6" x 2'-6" x - STUB UPo'" W/(3) 2ND FLO O I N 2'-6" x 2'-6" x 1'-0" r 2'-0" x 2'-O" x 1'4! W/ (3) #5's E.W. W/ (3) #5's E.W. — TYP. @ M SINGLE I (2) #5 VERTIPtLL STORY ■ i W/IN FILLED 41� 2'-6" x 2'-6" x 1'-0" A W/ (3) #5's E.W. "TB 0 12'-0" x 2'-0" x V- W/ (3) #5's E.W. 16-8" 1,-6„ 64' 1'-10" 16'-0" 25-0" A L o 1,K, in O N(n O �Z T O 1— O r U_ 0 i` 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 FOUNDATION PLAN SCALE: %4'=1'-0" � a C M� v nr � Q rocz tii a N � C .rd N R a CD cm c e5��bAYg�n�°. qb,�' .. ,��% - `�, n • eM 01 m .w fl: M N • m �4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W h . v E SO 04 o C0 8 tD m y N O J 0 M � rn N o ° Lu w M M �Mc w a J a 2 J LL LL � C 7 �Z � O Z marn L @ O 0 O m O 4 W fq• O�NCO J Q °' °' J - Z Z LLW N M U LO)H W M � N M � z o13 J U)(n N M 2 o LLL T CJ'3 U, V O � �N W o c c4 I✓ o OD Y ¢ N O o W C M N ¢ Z Q 6L. O sz oLL zp 1� r0o CL ?o U O E O p Q aZ p< < �Z N >` w p o w ro >� ¢o m0 °0 cov wm ¢w �z o s� a o dz o w W F VIA a 0 CM' oITOU C O 2O i rr a; i r CV :3 <( C r co r CV m LO ~ OLO O c04 o N > L.n LO o M N r r Q T M r M to O z z E r d U _j a w? Q cts c a) JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. 5 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (So FEET) W 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 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 e%6) or1V32" EXP. 1 (33�16) TILE: 1Y32' EXP. 1 (1/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1', SHEATHING SHALL BE FASTENED %2 WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. ) ) a=4ft GABLE ROOF > 20 TO 45 DEG. [4:121-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 112" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2' HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME IMUGT15 U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY I 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C I IEPDXY V (2) LGT2 4060-M 3770-F I 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 13100-M 4520-F 3100-M 3800-F w'/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 565 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (8) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 C INTERSECTIONS. SPLICING / TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER x PLY LEDGER A) � SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV—B SCALE: Y4)=1'-0" M CV C N � o "' o ti d OC -0 m X R C i N C tV Q CV o E 3._� �O a) C) as o � d U ia ^' �t •° .i y ja �' cQ. C� '} ,o` ay tCy F IL 2 � ��fi r\ CV �.fPy dot .•E" Ems. k !� •.s+ �:�;.. wish 9.» • �i fJdl i>`i � SEF�Et: To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4 vE v N N o 0 Ui rn °o 0) N P, W w"ra Mov * W + 111 3, L.L LL 0_ W ,Z m t y p Z w O .@ O .. W Z 3 r in�a'6' m J ' Q N N M ZIL _ a z O U v CO Z N th 0 0 Z m Q � Q J f� un CV C7 Z � U o fC3 w � IL O N w o c y c/1 => U LU m e I' 10 S U o C M d Q CO 0 N m o J w M M G O SS z Q � .J LL �- p E V Z� oo Zo z© oa I— g� 00 oCf> E & ¢ K °0Z � i ao ¢o ao �J � vo zQ w� m� ow z z3 m J U oo b ¢w z S o., 50 oLL az �w W a ) <0 k �w=r �O O ¢ r > O a = ch v o0r a o3 C O O O L7 1ca O N f0 V C7 Q� r r co T— N L / O = O LO M 0) 7 LO N r r C M o m T' N LO Z Z E r M U a Q p JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. 6.1 'P. @ HIP )RNERS I I I L-------------------------� ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY I C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/6" EXP. 1 e&) or15/32" EXP. 1 OY16) TILE: 1Y32" EXP. 1 (33,16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 7Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W! BLOCKING @ 16" O.C. M NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD31B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 * 1005/915 * 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 *' 1335/2820* 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 1 (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 1 4175 1 122 -10d x (1) 5/8" ATR w/ 12" I EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C --- EPDXY T EPDXY LGT2 14060-M 3770-F13500-M 3240-FI w/ (.JZ) ]bU JINKtzKb & I LUGT2 13100-M 4520-F13100-M 3800-F (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 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 (20)10d x 1-112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT, STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 C INTERSECTIONS. SPLICING / TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. 2 2 PLY CARRIER —1 x CONT LEDGER NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B SCALE: %4"=1'-0" �+9 C c sV v� 7 W C2 - .F= o o c Cc C.-, a co o N O Q r N � �_ a7 CU v Q 3 � W Q� _ E cc v �j1a IFS V�Jty! 11, CN,4. n s cZ V6 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W v EE O N N p 3 C —C9 t N �Mq 3 J LL � �y � a ,,•1ni� „vz mr_ c cc o z a [ W W z y 0 O @N� 0 2 P— J5 m N Z a Q M r N O U U O t W 13 El N M 0 00 z N Q Q J CZ � U) N N M z U o 4_j f6 N LLij. U � O N w o0jift N � � V � VI U L.0 U o Lv N d®YYmm ° N O li 0 w C.0 z U_ (E E n O z< O sLL zo Co F— ra o 0< 00 °o� g @ i ao wo 0 �z co <o oY m� o ox zr °oa go W cn T > a U W �� _ o w Uj U' 0 > � IIIIIIII� M R< d H v O 4) C) LL > L J O N N f6 V i T co Q cc T N m LO `L 1 LO M 04 Ln N n T T (MO LO E T M LO o Z m Z E T m `" N m c a U Q p c JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. 6.2 V Imo:-lil I— 1 - ) GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 1 Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS • �• • r- ; � - •r � •�- . , ��• �• � ��• FORM &GROUT SOLID 0 0 i o 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T r, o W 0 © 0 0 0 0 �: � L) O O O O •� 0 #5 BAR CONT. 8RF14-1B/1T8RF14-0B/1T 81`16-013/1T 8F16-1B/1T 8F12-1B/1T CO A FO v0 81F20-0B/1 T ® "V" LINTFI DFTAII mom M 0 n M 0 0 mom No 0 so no 08 00 on 01 on 00 no 0 Moil F = FILLED WITH GROUT / U = UNFILLED a ° R = RECESSED QTY. OF #5 ° REBAR @ BOTTOM ° ° OF LINTEL CAVITY = a w °° ° 2 8F16- B/1T 00 a v7 0 4 tNOMINAL. ° QUANTITY OF ° WIDTH #5 REBAR AT ° TOP NOMINAL ° HEIGHT #5 (1)REBAR AT TOP ALTERNATE POWERS MIN..(1) REQ'D CLEAR STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D- -GROUT 2 � J ❑ 45 REBAR AT = - rn w , BOTTOM OF ? w LINTEL CAVITY W U XO BOTTOM o tr U z REINFORCING M ¢ Ci eo PROVIDED IN z - o w ,f7 LINTEL S p04 (VARIES) U) �) m o 1.1/2" CLEAR .U. MATERIALS 16 -STEEL = 3500 psi. BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 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 A510. 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. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION UPLIFT CONNECTOR TYPICAL (SEE PLAN) - HOOK LINTEL REINFORCING INTO SIDE VERTICALS - PROVIDE STD. 90' HOOK W/ MIN 25" LAP SPLICE ON EA. ENDS KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR CONT. PRECAST "U" LINTEL FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL PLAN FOR MINIMUM GROUT TO BE SIZE & REINFORCEMENT) FLUSH WITH STANDARD 90 - TOP OF WALL\ //-- DEGREE HOOK 17 '•.: PROVIDE 3"x3" HOLE ' IN BOTTOM OF PRECAST LINTEL TO EXTEND WALL REINF.' THROUGH AS REQ'D. REBAR BOTH SIDES REBAR BOTH SIDES :• OF OPENING U.N.O. OF OPENING U.N.O. '.'. ' .•44 12" OR LESS ••�•:.�•• r 1 INSTALL MIN. 25" LAP SPLICE BETWEEN WALL REINF. & LINTEL TOP STEEL AT EACH SIDE OF OPENING -TYP. CONT. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR a N zCL � Q J INDICATES FILLED CELL FROM FTG. TO BEAM w/ (1) #5 BAR 8" x 8" x 16" CMU U.N.O. #•• ii •.1.', TYP. DOWEL 25" MIN .: ;�•..: LAP (AC1530) t• •••V • •.• .. • • ,•.•t SEE FOUNDATION PLAN FOR -"I FOOTING REQUIREMENTS SEE FOUNDATION PLAN FOR LOCATION SHEAR FRAME"" SINGLE OR MULTIPLE WINDOWS SCALE: 1/2" = V-0" REVISION 10-19-16 O 4'-6" LL O 4'-6" LL O 5'-8" LL O MIN. 17'-4" LL O 8'-8" LL O 6-0" LL O 4'-0" LL LINTEL PLAN SCALE: Y4'=1'-O" cQ d� a 7.0 o J o o C f6 V C'V o Q d C' -�+ x v. 3 � L a . o 2 u . > .4jX , ' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W diiskF a ' E ov o 0 0 N r 2 0 •/ a u- w r CULLLL LL a_ V • Z w U a d Y W > i W c6NC_O {�7 ✓ �y Z m w L M z ¢ J 0 CV J Ov < o Z a W ❑ ❑ Z N M o e Z N � o Q ? J U*) v CD`o (6 w OLLJ f,11 oo y q0` t/1 � r- cn U u.7 m F - J E (Q I N a- J p N o 7 03 Z w Z < U- 0 N = o 0� > za zp IT r0 _ o p 00 o� Z¢ ITT a O wo Z �w rJJ 6 o 0< UZ Om m o oo LD J Q W � Vi ¢� o �z z a O irk z w W O Q o =r �3 aF w =0 �S v a z¢ 03 `s0 = (D 'L6 O T co Q 0 T C Co T U U)Y N m L ^ ~ O o LO '� N 04 Lf) LO n N T T Q LO (0 LO T CM '- N L o z m Z E T �' m CU d E 0 -J Q c JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. 7 l 1--11-111- -1. ill- I `s w I i _ a LO i C V) 0 ILO J m 0 O I N i M cV LO C� L0 i CN 0 i 4 N N 0 a E 0 _ 0 J i a 0 v J M CNO ,.3 0 0 0 r4 Cl- LO in in w 0 z w _ M m 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 PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL R GENERAL ( ) S 0 E CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE, 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1- SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1,2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2, 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING, 2.3.2, ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4,1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1. 2" 1 Y2' 3 q" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS &DRIVEWAYS) : 31/2" MIN, THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6,0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING, 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4. 4. 9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 718" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6, ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH AI.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and back -fill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, be forms. Permanent forms be etc., shall made with permanent metal or plastic 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 - Concrete overpou� and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by licensed before be issued. a pest control company a certificate of occupancy will The "The building has certificate of compliance shall state: received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW RE ALL DRAWINGS BEFO RE 0 CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 11/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. cv tV u, oso Ca Q c, o m x _moo y -M CN g 0 °G& ��,,: CV B C2 s Ij �Bt Cif ►- G C= E eo � C:L CJ R0I , 21 v• 't ra: �t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edifion. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W d E o 00 W C1 S:(0 N 0°�p 05 N ei r/B (n N b J �k LL M Vim' a J LL LL w a 2 m�6 s m o a 0 65 m qW W �+ b Z J J IL N Cl) az U 0 U) W ❑❑ N 7 P O N 1 fz ct v 13 ti M N � a `o Cz LL 4-+ <a � U g g O L jV, (n wts F- LLI B m 1 00co N � e � a w w Co M p > z Z <J LL � @ w z o �o >N ¢o p E U sLL wz z0 od C6 h c0 _ C a w w 00 o �< az Sw ¢z AV fa It.0 z K fn C ¢ z 0= O Y O of APFm J 0 Q ry Q W z g JO OU 0, a m <i w=O Ce3a V zI¢ O ` O > L6 O °' rn m 0 ^` i T co C Cr ^� (n 0 L.1. v' m LO - O LO ?> co CN LO T� a co C.0 LO CD @ > co r- Er LO o z z N E T- m a bi U Q cc JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. S N - -F THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING III) IIII l II..r : I . ..I . . .. .. .. .. . . .. ..I �1 . :. II 16GAx1-1\2" LONG (3/4"-1"CROWN) I 8 I I i STAPLES @ 6" O.C. VERT BETWEEN MAX I. 16GAx1-1/2" LONG (3/4%1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS j (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH" **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF I J HOME H C G GARAGE SIDE O 00 6-0" ¢ - 0 STUB -OUT FOR 1'-0" 0 9 0 LO GAS METER O 07 d• o 0 - U N z • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 1 T-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'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 1 T-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 16 4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8"wood 5000s 1.8/1.7 panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber FILL CELLS STD, 90° HOOK BOND BEAM SIMPSON MGT w/ (22)10d w NAILS TYP. GIRDER TRUSS j STD. 90° CONT. #5 BAR — , HOOK BAR 2X TOP PLATE 77- #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN � CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI `MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2'min. Clinch nails r when possible 1) Support back of web during nailing to prevent damage to web -flange connection. z 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth guts. N.T.S. N.T.S. - Under 2nd floor column w/ loads hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —t DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) a Filler blocking e 1/8" gap 9 • BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. 7 Load bearing walls / Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule _ Joist BearingLocation Series Depth End Intermediate BCI 5000s® 9-1/2" ! 2-8d 2-8d 11-7/8", 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14 2-8d 5-8d 16" 2-8d 6-8d BCI60e 11-118" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d _ 6-8d BCI 90se 11-7/8" 3-16d 3-16d 14" 5-16d 1 5-16d 16" 6-16d 6-16d 5/8" 0 THRU BOLT I.0 SIMPSC w/ (22) NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over _ blocking and wall or beam below.* — J ii Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET `i/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10dnails require additional consideration. SECTION @INT. BRG. WALL— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) CO ❑ (O 6" A 1Y2" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1," THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" .pp- _ ,...,.',3, ........+gyp _ ...r ... _ - _ 8 T-U' ..{ ter, e•.�k V [" 4'—E' 1� 2" V—J' ry� 1l 3' q. -,}�- 4—d ' V-6..1" rye „" 2 rye 3-2' 3 7' 12 4'-9* 1'-1," 1, Z" 1' 2" T-3" 1'-9' 2-4" 2-11„ 37' 4._2,. 4-9' 6.-,. Arry 16" joist 16 1'-0" 11_1.. 1,-2" 1'-2" 1, 7, 2-5` 3-2' 3-10" 4'-9" 5 7'" 6-4° 7 z Spain (ft) 20 1' a' 1'-1" 1' 2 1' 2" 2 0" 3'-0" 4'-O„ 4'-it?" 5-11" 6'-11" 7'-11. S'-1 1" 24 1'-0" 1'A" 1' 2,. 1' 3„ 2-6' 3,-7m 4'-9 6-10" 7'-r ' 1 8-4° 1 9- ' 10'-91 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. 1Y2" 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 1%" 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. A/C CHASE 4" PVC SLEEVE THRU STEM WALL y 00 FINISH GRADE Backer block (12" wide min.) : I i !�! Nail with 10- 10d nails. Install tight to top flange. SLEEVE THRU STEM a 4. --� Joist hanger SEE PLAN FOR : �• a . • a. a • A FOUNDATION INFO STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. � 1/4"-2" gap f Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist ip depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN a II —I- - — (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ,° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION g' d d i 1=1 I II�TII1IIIII PLUMBING LINE i-- PVC OR SCH40 SLEEVE a _ A d: ae I I�I�lllil�llll .11l-1{i �--- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPEo PENETRATION PVC OR SCH40 SLEEVE —PLUMBING LINE 2 a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d d a d a. —III'll a IIF I` SEE FND. PLN. SIZE & REINF. d� W C N -�m,< 3 = CD d CL c a 3 3 _•�'CL) W CU N Q .ti a r>tiF� e0 • . �i3 ,� vow t °fe3 S R� 0 Ay � �A, ''Y't to f?av )3t 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. IN v o 0 o S r Ci N W a N N 6 J C Yef � 'O J u 1 0 S n°° � N co LL w s � d IL r 16 � z J /1� _ V -p (A 3:0 5 Z _ ' IX M J Q W rp C, °' J Z co o x o w M Z N co Q U co F=- Z OU ❑❑❑ G N 0 o 0 N z o � r M N Z a 0 0 LLJ � m V 0Q) w o N C) " J r- - £ I U , N w M C"J z ¢ Z Q 14E U_ E E o O U zo WO Zo <N z© oa t� c0� _ CL 00 0 E �¢ ao oX wO az �J = 6 C ¢ o o Y m g Z, Z m U �� <w 3 0 gz Z W 65 T 3 oLL ¢ ao �w ~ m O F o O LL wa F 3 �o a zlaT0 C O i a) O �! m cc (7 C�'� ID V/ co Y m , ^ L / I— O O C') Liz h N T T Q c a> r- � cM M o r � to co E T— c d U 0 Q p a) JOB NO : 23-06106 SCALE : AS NOTED SHEET NO. S N 1 01 i W I LO cli x Q r- v 0 .a J 0 co 0 I M i M cV O 0 d- v C, c H Q 1M O i v a E E 0 x C, .s J a� LZ N N Ln 6 0 a CN 0 Lc 0 IV W ¢o Z W Q Q m v N 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR /a GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS 5 „ „ „ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS .) (OR / GYP. TYPE X @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 10-4' (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD 1/2" GYP. LE (MIN.) @GARAGE SIDE IF APPLICABLE. 4 3/8 MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.)INSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. „ „ 2x P.T. PLATE 1/4 DIA. X 3 1/4 TAPCONS @ 24 0/C & SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD SIMILAR AT FOUNDATION ONLY „ ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR EACH @ @ 6" MAX FROM END OF 2 x PLATE - � „o IMPSON SP1 w/ (10)10d NAILS 5/8 x 10"'J' BOLT @ 24 O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS SEE UPLIFT SCHED. W/ ( ) 2) #5 CONT. ON 3" T ( 6 x 6 W1.4 x W1.4 r 2" x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS TYP. co (TYP.) WWF OR FIBERMESH �' ELEV. 0'-01, ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION 2020 RESIDENTIAL ( ) MOISTURE BARRIER 1 A.F.F. 0 1 EDGE ANCHOR x 0 2 x6W1.4xW1.4 INCLUDE THE ALL 2„ 6x6W1.4xW1.4 ° °. SHINGLE ROOF, SHINGLES TO a _ . @24"0 C.) WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH BE IN ACCORDANCE w/ASTM D7158-CLASS G or H, or ASTM u o — =L=III=) I I=I m I I—III=III=) I I= I. i 11lII=III=III f D • " II LI=L=IIII; I I I III—III=1 11- ELEV.-0'-31/2" z p A.F.F. 31/2" MIN. 31/2"MIN. F, IN —III—III—I_ I— I 2x4 CONT. O , D3161-CLASS —III I I I—� _ — —_—_ _I I �, ,—, LL _ 6 b __r 12 ACCORDANCE w/ TABLE I _III— I I III —III III I I —III III —I I I=1 I I—_—__ I N II-T I I I=i 31/2 min) 4 �I 1 ( � D e I_TI=1_I 1=I I I= 31/2 (min.)- 4 TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) III LI I=III=I I=III III=III III -III — — — I -1 I �, IIIIi III i 1IIII-TI I II I III i 1I I I— I l I GARAGE DEPTH VARIES ` °�E(3— — — — P —I —I I I I- /2"(min. - 4" (II=III = 1 �I - I — — —III— 31/2"(min.) - 4" =- -: —1 {1 RESIDENTIAL s" — — _ _ _ _ _ _ —1 I 1=I I I -1T►= I I I II I II I'' _ �`=1T(-1Tf 1Tf--fT(=III f1Tl I II -III INSULA ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING _III=1 2 #5 CONT. —`) I"rIJTl"I ',—��I= I () 4" TI ITI I II i I I I,II, �I 2 #5 CONT. O 4" 4' 8° FRAMING SHEET FOR U.N.O. MIN, U.N.O. MIN. ` SHEATHING AND FASTENERS WALL w/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL "'STEP rcC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE°�s BOARD PER CODE (OR 5/8" "X" ALUMINUM FASCIA GYP. TYPE @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Q�s ABOVE) W/DRYWALL SCREWS @ 7" O.C. '—SEE STRUCTURAL 2x S.P.F. STUDS @ 16" O.C. NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. r CEILING & 8" O.C. WALLS SOFFIT SHEET SS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C 1a M�N�o s 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY coN 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /� INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ — APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR C 4 G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) 'S BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " TYPE MORTAR (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR ARCHITECTURAL FINISH (6)1/4"x31/4" TAPCONS *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 24" MIN. LAP] [ #5 REINFORCING 3500#, MIN. TENSION 2600# SPACE ANCHOR ) SPACED EVENLY w/ (10) 10d NAILS - 04 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED gqR ,. BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N ._ END OF 2 x PLATE WWF OR FIBERMESH �, E 1x2 PT WD FURRING @ 24" O.C. TYP. ASSUMED FINISHED r. PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o CV C ' G ' Z ' GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a A 1/2" GYPSUM WALLBOARD U.N.O. 1 #5 VERT. IN FILL O MONO OR STEMWALL z r- o ° ``' A .� FINISH GRADE °O [GRADE 25' MIN. LAP [30" MIN. LAP] 60 MIN.. 60ksi] a a _ _ rs ° o �I I I —III —III D .' III —III— I I I I TI 1—J I I— CELLS (SEE FOOTING MONO SHOWN � D ' III —III I I=I ' � � FOUNDATION PLAN FOR CLARITY 6 MIL VAPOR BARRIER — I III D D . a. IIII o — — — � I 1 I= II—_ - T #5 REINFORCING BAR � R 1 7/8" I- , 11= —� ICI 1x4 P.T. BASE NAILER FOR LOCATIONS) z I III I II��=LIII=III= N Z � T #5 LAP SPLICE _I I I FI III 4"x4" INSPECTION I • .' III —I I I —I I=_ I _ I (2) #5 CONT. I- 3 1/4' BASEBOARD PORT AT EACH NOTE: *FOR BEARING WALL T I I a COMP. SOIL. (COMPACTED TO —I I ° I —I I `I 11=III=� I = 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS 8" 1'4' 8" MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY _ 95%MODIFIED PROCTOR ASTM I=I I I=I I I=I I I= I I=�=III=� i I 10" (P') MIN PSI MAY VARY PER AT GARAGE CONTRACTOR D1557)1(— 4 1 #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPETYPICAL #6 LAP SPLICE INTERIOR BEARING CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD"'� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT rG "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4 -1-0 S3 SLAB INFORMATION. SLAB INFORMATION.00 r, _ T—= I' r d D I 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 = 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR o II=1 - z -' min.) 4' 10d NAILS TO TRUSS TOP CHORD FOR TRUSS a I V —I I BARRIER � , 4 4 III D `� a e n - d GRADE AT 24" O.C. MAX. PLAN FAM CONNECTION INFO • � COMP. SOIL. —I I e III= COMPACTED TO 95% �I I I I =1 I 1=III I I- •- - 1- . —. � ° � _ � I= — — — — — — — — — — a ' —Ti—I i I—ITi—I i I —I' TOP OF BEEE &LAYOUT DESIGN a a _ T ( III I1=1 I I— I MODIFIED PROCTOR I I _ _ _ -(1) #5 REBAR w/ OPT. I I I I I (_� =I = fim ' SEE ROOF PLAN FOR STRUCTURAL - — — — —a e a _ _ — — a a I I� co r I-rIII-I I-, `' c D1557) _ -I I I=I I IC=I I= I I=I I I— I=SC�EEN,�NCLOSURE — —III III -1I I- III III I I II 2 HTS20 ( )ASTM BEAM SIZE & _ �� . a — I3" MIN. CLR. I I (- 14"' I II T a I I rI (2) #5 REBAR CONT. �8`- CONNECTION INFO M ( 1 1-4 (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK SEE ( MIN. I 1LI= 1'-8" 2 STORY U.N.O. 4 ( ) DETAIL ) a 2X4P.T. PLATE 2x4 #2 SYP P.T. FRAMING w/ —r SEE A/S3/J/S6 - '1 =41 TII I I8" O.S.B. MIN 7/16" O.S.B. SHEATHING TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=1'-0" S3 °"Esc"P� w Fr ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD, P.T. 2x COLUMN LOCATION Q > > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. „ HOLD GYP. BD. � w COLUMN SIZE AND BASE rm",� 1/2" FROM SLAB o CONNECTION INFO. SLAB STEP St RECESS S.G.D. 0'_0 _ CONT. BEAD SEALANT CIO SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND Q 2X STUDS @ 24" O.C. U.N.O. ° .: a . INTERIOR SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT �, a 31/2 COLUMN TO PORCH SILLASONRY w/ 1/4"x3" TAPCONS AT 8" O.C.UC WALL AND CONCRETE SLAB 14 O.H.D. RECESS 13" _ O.H.D. RECESS , a w a °' GARAGE ATTACHMENTS 18/D1 PAD FOOTING PAVERS �, z CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -. EXTEND FILL CELLS `= A co EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD MAT REINFORCING. �''�' '- CONT. FOOTING STEEL — Q. • " — — — - - —I I 1 LIB I� Tr= Q. ' — .` �. y .• : III=� I I I PLATE TO CONCRETE (MIN. SHEAR 180# MIN. ON FLOOR PLAN CUNT. BEAD SEALANT w Q > SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M � z GRADE -IIIIII = a TENSION 120#) CONCRETE SLAB' LAB _ > _ FILLED SOLID (SEE PLAN FOR '` ' =1 =III —III 1=11 .. 4„ II ,— --. _ 6 x 6 W1.4 x W1.4 ;, 25 w SIZE AND REINFORCEMENT) w , I. ,- I=1 I I (=III . • I-r I �., • <" ':�" —� m c '— WWF OR FIBERMESH M w � c� z CL w o • w —III—I •�. " " ��I= _� L1=I I :•�. I=III- III-1 °° = e ' — — BRICK PAVERS or SLAB PER O w v� w 0 o z • • • • z I ° " iv T I T _ 11= a — ;IT_I-1 a. COMMUNITY SPECS < a -'' FOOTING — SEE A/S3 OR J/S6 I �— I I TI- I i I— r III— _ SEE A/S3 OR J/S6 11 I I III=I I ( III= — III— III _ _ M 6 MIL VAPOR — _— I I I '— III —III —III —III —I I r BARRIER j� �'i I=11= FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE — .I I I=I=I 1� IF _ - BEYOND 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) ' -rl IIII rII IT� : ' s . �. •• • PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" 2 ST RY ( ) 4' 4" :. �• * ,� ~.� r. SEE FOUNDATION coNc.PADwFo. FOOTING WIDTH ,. SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMINGrCDT�2PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" ,S3 SCALE: 3/4"=,.-0 SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. eos o cv o LU ® C] o y 04 L ® CN 9 E I,c�� M1S a i r yy Lo z k s s 6.;Iv//#gyp[ p !a�?`��NN. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 1 0 iI% 1100 x-s- rA N O Qc � u. V LU t a P m 4 0 , j.�N (p O 4 0 m W LO M z N Q x O O V 0 M E] E] N M 00 � o J /1 L^ �r N M U o Q) C) V O `N v t N oAM N � O U) .. -..� t— tJ c LLr J C) O N d 0 �7 10 w M o� z a r6E E ® zo oo<� zo o° tC° rts g 00 o E o �z � wo �w j5 ro crJ C c ¢c a ox mg o z m J o 2 Fin ¢w 0 0� ZZ o U.')� <o �w k m az� M d d = zl¢ O LL ai m co co 0 L T' c C.0 Q 0' r M T m L , O M 0) > LO 1\ T r Q c� cD LO E m r M U 0 z z E r N `m a E 0 Q p JOB N0 : 23-06106 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM 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 7 5/8" 8" 7 5/8" 8" I ❑ SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM SOLID AREAS ARE STEEL AND GROUT 12 SEE ELEV. INTERIOR FULL 8x8x16 BLOCK SIMPSON SP2 w/ 12 10d / \I HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ NAILS AT EACH STUD �V FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID + POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED ---\ SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 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)1UL 0d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER Ct DOOR OPENING DOOR OPENING DOOR OPENING rt 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED EXTERIOR ❑ ❑ a COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT A WALL ❑ ❑ ❑ 0/C FIELD SCALE: N.T.S. S4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE NAILS OT EA. TRUSS VERTICAL/WEB SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN KO BLOCK AT EA. STUD MAIN SPAN TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 4 ° a I g" STD.90`HOOK 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: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PR(QVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO U-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J J Q w T > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL i 2x6 MOUNTING BASE 8x8x16 C.M.U. GARAGE DOOR C— C GARAGE DOOR ROLLER CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B) BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34' 10" 31/2"- 00 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" OIC TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK— i- VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET uvvn i nr,r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 x 4 WALL 2 x 6 WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 NQ1,** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE - NAILS TOTAL) EA. SIDE OF \� SPLICE STAGGERED 011 �� ATTACH ALL J EXTERIOR STUDS W/ IAI 16d TOENAILS TO Y6P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w v v? a r g `n 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE AIS3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P ATE p 5/811x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE /— 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" D.C. C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. c%Q 0 ' ... > 0 v ¢r e �o N "G9 CV � N N E C „O_ � 3 C _® H � � = E v " I I#9" 1aI._ e, �%$ ...,.. , w-�. kp ¢ G To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to w IE O � O N U v (D oCco 0 a) O 7 'i N r 0 co 0 .M.// Qj M 't C u' � La �i -j J�i� W Z —ern =ca o y „o W = N ~ °o U 5 ,Z 10 N 0 co Q J 04 Z O0 _ U cn w ❑ O ❑ � M � z N M o g N z o � � M VAz O o-a) t/1 w. J z,, •.. = 8In V O N M C N .4 Id ti o Jz w c M M J ZO Q `2 4 6 E � 0 E U wo -o sLL wz >� Q� zp oa . CU ro a Mg w� 0o p E ¢r n 0< � ao pQ wz �w Cf:� a0 ¢z <0, mO m J N m 4 W 1 c�i z ¢o CIOdU p > tt � z s r1 m <0 w � o <Q ;o V O o- ¢ U S 0 o C _ CU T CU (D i T Q M N m LO � }+ 0 0 -0 M n N t— TT Q ce) m :tfm T cM T r � LO o z Z E T— 2 `m a E .. 'a_ U _j Q 0 1 JOB NO : 23-06106 SCALE : AS NOTED SHEET NO. S4 17 -_HT r I -- — _ _r__�r r 3 w I i LO Q LO v v 0 a 9 0 0 I i N u7 0 Ln i L v N a 0 E N E O S v c c a c 0 J N LZ r14 N O L17 L[ v a 0 a N 0 LO ti 0 N W 0 w m -o 0Cn SIMPSON HGAM1( W/ (4)1 /4"xl 1/2" SDS SCREWS TO BLOCKING & (4 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 10lS5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9„ BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL ' 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & SILL (2)10d TOE NAILS @ EA. FROM LEDGER TO • 1/2" CDX PLYWOOD OR END '� BLOCKING ' 7/16" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED . 1 OdX3" @ 3" O/C w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2x4 LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1 Od & (2)1Od (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 // \ OSB SHEATHING ATTACHED FIRST (4) ROWS OF / (2)16d • \\ NAILS —\ W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. \\ AND 12" O.C. FIELD END TYP. TOP & \\ 51- (2) 16d NAILS BOTTOM ATTACHED \\ \ W/ (2)16d TOENAILS 2 x6 P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED THE FIRST 4 ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" O C ( ) INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH ( ) MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. „„ „ 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 TITEN ON OUTSIDE TT 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 T f X-BRACING, AND TOP r M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES - 1/ (2)16d NAILS `° ao 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 1 2" 1 1 2" RIDGE FASTENED AT BOTT. CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS Nod & @ EA10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90 0 OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) EDGES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION ( ) 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W! EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 0/C (2)12d TOENAILS NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEETYP.WALLSECTIONFOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 9 _ ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 4INIMUM 2x ',ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. wiv i . r.��r�nnv�a GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT, 2X4 #2 SYP w/ 1 Od XO.131"@8"0.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. �a NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.0.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'-O" 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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L DBL. TOP PLATE STUDS @ 16" O.C. CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS SP2 w! (12) 10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD FASTENED WITH 3 STUD WALL (SEE TYP. SEC.) ( ) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SCONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL 717 GABLE TRUSS WEB DOUBLE "L" BRACING DETAILS SCALE: N.T.S. (S5�) 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -.BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) T BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-0 O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. ca SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION � o .'�• - o _ M V Q -o x a Ecm C CD w cu c �W.11::, E ll,�F3ti��A+ E. r�, p n, M !J a_.. Lu ie:q�S1Ot, 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. W $ Q U ti � o O s O O m cO n 7 iW a� �'Uj °J J �tkf I11 J Lu 0_ a_CU 5 Z s o y o r!rW LL 0 OaaC WZ dZUmJ OZO U J trot.^(-� .?biY ,. N M 0 -o � ¢N O n Q r I n- v, +--J C) O W a N �y N .) n v c E o,.. N 1 ca o r U) N m z o w co w ¢ Z �, Z a �o <� E U oz oa r6 , � o — E o o oQ o �Z U> L ¢ o m 0 C/) C y , C o z F� gZ co op go LL� T m Q p F F M d F O O � O L6 CD °> N} m V m m C� � r Cr co r-- c r LL m LO I— O O CN M Lid MN LO M N r (fl In (D CM r o m T vi Z z E E o a? c a U Q co JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. S5 —j NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1 Od & (2)1Od (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 // \ OSB SHEATHING ATTACHED FIRST (4) ROWS OF / (2)16d • \\ NAILS —\ W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. \\ AND 12" O.C. FIELD END TYP. TOP & \\ 51- (2) 16d NAILS BOTTOM ATTACHED \\ \ W/ (2)16d TOENAILS 2 x6 P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED THE FIRST 4 ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" O C ( ) INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH ( ) MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. „„ „ 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 TITEN ON OUTSIDE TT 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 T f X-BRACING, AND TOP r M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES - 1/ (2)16d NAILS `° ao 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 1 2" 1 1 2" RIDGE FASTENED AT BOTT. CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS Nod & @ EA10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90 0 OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) EDGES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION ( ) 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W! EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 0/C (2)12d TOENAILS NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEETYP.WALLSECTIONFOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 9 _ ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 4INIMUM 2x ',ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. wiv i . r.��r�nnv�a GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT, 2X4 #2 SYP w/ 1 Od XO.131"@8"0.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. �a NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.0.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'-O" 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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L DBL. TOP PLATE STUDS @ 16" O.C. CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS SP2 w! (12) 10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD FASTENED WITH 3 STUD WALL (SEE TYP. SEC.) ( ) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SCONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL 717 GABLE TRUSS WEB DOUBLE "L" BRACING DETAILS SCALE: N.T.S. (S5�) 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -.BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) T BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-0 O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. ca SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION � o .'�• - o _ M V Q -o x a Ecm C CD w cu c �W.11::, E ll,�F3ti��A+ E. r�, p n, M !J a_.. Lu ie:q�S1Ot, 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. W $ Q U ti � o O s O O m cO n 7 iW a� �'Uj °J J �tkf I11 J Lu 0_ a_CU 5 Z s o y o r!rW LL 0 OaaC WZ dZUmJ OZO U J trot.^(-� .?biY ,. N M 0 -o � ¢N O n Q r I n- v, +--J C) O W a N �y N .) n v c E o,.. N 1 ca o r U) N m z o w co w ¢ Z �, Z a �o <� E U oz oa r6 , � o — E o o oQ o �Z U> L ¢ o m 0 C/) C y , C o z F� gZ co op go LL� T m Q p F F M d F O O � O L6 CD °> N} m V m m C� � r Cr co r-- c r LL m LO I— O O CN M Lid MN LO M N r (fl In (D CM r o m T vi Z z E E o a? c a U Q co JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. S5 —j 2 x6 P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED THE FIRST 4 ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" O C ( ) INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH ( ) MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. „„ „ 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 TITEN ON OUTSIDE TT 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 T f X-BRACING, AND TOP r M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES - 1/ (2)16d NAILS `° ao 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 1 2" 1 1 2" RIDGE FASTENED AT BOTT. CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS Nod & @ EA10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90 0 OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) EDGES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION ( ) 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W! EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 0/C (2)12d TOENAILS NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEETYP.WALLSECTIONFOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 9 _ ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 4INIMUM 2x ',ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. wiv i . r.��r�nnv�a GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT, 2X4 #2 SYP w/ 1 Od XO.131"@8"0.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. �a NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.0.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'-O" 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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L DBL. TOP PLATE STUDS @ 16" O.C. CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS SP2 w! (12) 10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD FASTENED WITH 3 STUD WALL (SEE TYP. SEC.) ( ) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SCONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL 717 GABLE TRUSS WEB DOUBLE "L" BRACING DETAILS SCALE: N.T.S. (S5�) 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -.BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) T BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-0 O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. ca SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION � o .'�• - o _ M V Q -o x a Ecm C CD w cu c �W.11::, E ll,�F3ti��A+ E. r�, p n, M !J a_.. Lu ie:q�S1Ot, 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. W $ Q U ti � o O s O O m cO n 7 iW a� �'Uj °J J �tkf I11 J Lu 0_ a_CU 5 Z s o y o r!rW LL 0 OaaC WZ dZUmJ OZO U J trot.^(-� .?biY ,. N M 0 -o � ¢N O n Q r I n- v, +--J C) O W a N �y N .) n v c E o,.. N 1 ca o r U) N m z o w co w ¢ Z �, Z a �o <� E U oz oa r6 , � o — E o o oQ o �Z U> L ¢ o m 0 C/) C y , C o z F� gZ co op go LL� T m Q p F F M d F O O � O L6 CD °> N} m V m m C� � r Cr co r-- c r LL m LO I— O O CN M Lid MN LO M N r (fl In (D CM r o m T vi Z z E E o a? c a U Q co JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. S5 —j ( ) 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W! EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 0/C (2)12d TOENAILS NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEETYP.WALLSECTIONFOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 9 _ ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 4INIMUM 2x ',ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. wiv i . r.��r�nnv�a GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT, 2X4 #2 SYP w/ 1 Od XO.131"@8"0.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. �a NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.0.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'-O" 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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L DBL. TOP PLATE STUDS @ 16" O.C. CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS SP2 w! (12) 10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD FASTENED WITH 3 STUD WALL (SEE TYP. SEC.) ( ) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SCONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL 717 GABLE TRUSS WEB DOUBLE "L" BRACING DETAILS SCALE: N.T.S. (S5�) 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -.BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) T BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-0 O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. ca SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION � o .'�• - o _ M V Q -o x a Ecm C CD w cu c �W.11::, E ll,�F3ti��A+ E. r�, p n, M !J a_.. Lu ie:q�S1Ot, 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. W $ Q U ti � o O s O O m cO n 7 iW a� �'Uj °J J �tkf I11 J Lu 0_ a_CU 5 Z s o y o r!rW LL 0 OaaC WZ dZUmJ OZO U J trot.^(-� .?biY ,. N M 0 -o � ¢N O n Q r I n- v, +--J C) O W a N �y N .) n v c E o,.. N 1 ca o r U) N m z o w co w ¢ Z �, Z a �o <� E U oz oa r6 , � o — E o o oQ o �Z U> L ¢ o m 0 C/) C y , C o z F� gZ co op go LL� T m Q p F F M d F O O � O L6 CD °> N} m V m m C� � r Cr co r-- c r LL m LO I— O O CN M Lid MN LO M N r (fl In (D CM r o m T vi Z z E E o a? c a U Q co JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. S5 —j 4INIMUM 2x ',ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. wiv i . r.��r�nnv�a GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT, 2X4 #2 SYP w/ 1 Od XO.131"@8"0.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. �a NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.0.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'-O" 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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L DBL. TOP PLATE STUDS @ 16" O.C. CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS SP2 w! (12) 10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD FASTENED WITH 3 STUD WALL (SEE TYP. SEC.) ( ) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SCONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL 717 GABLE TRUSS WEB DOUBLE "L" BRACING DETAILS SCALE: N.T.S. (S5�) 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -.BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) T BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-0 O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. ca SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION � o .'�• - o _ M V Q -o x a Ecm C CD w cu c �W.11::, E ll,�F3ti��A+ E. r�, p n, M !J a_.. Lu ie:q�S1Ot, 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. W $ Q U ti � o O s O O m cO n 7 iW a� �'Uj °J J �tkf I11 J Lu 0_ a_CU 5 Z s o y o r!rW LL 0 OaaC WZ dZUmJ OZO U J trot.^(-� .?biY ,. N M 0 -o � ¢N O n Q r I n- v, +--J C) O W a N �y N .) n v c E o,.. N 1 ca o r U) N m z o w co w ¢ Z �, Z a �o <� E U oz oa r6 , � o — E o o oQ o �Z U> L ¢ o m 0 C/) C y , C o z F� gZ co op go LL� T m Q p F F M d F O O � O L6 CD °> N} m V m m C� � r Cr co r-- c r LL m LO I— O O CN M Lid MN LO M N r (fl In (D CM r o m T vi Z z E E o a? c a U Q co JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. S5 —j "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.0.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'-O" 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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L DBL. TOP PLATE STUDS @ 16" O.C. CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS SP2 w! (12) 10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD FASTENED WITH 3 STUD WALL (SEE TYP. SEC.) ( ) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SCONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL 717 GABLE TRUSS WEB DOUBLE "L" BRACING DETAILS SCALE: N.T.S. (S5�) 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -.BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) T BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-0 O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. ca SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION � o .'�• - o _ M V Q -o x a Ecm C CD w cu c �W.11::, E ll,�F3ti��A+ E. r�, p n, M !J a_.. Lu ie:q�S1Ot, 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. W $ Q U ti � o O s O O m cO n 7 iW a� �'Uj °J J �tkf I11 J Lu 0_ a_CU 5 Z s o y o r!rW LL 0 OaaC WZ dZUmJ OZO U J trot.^(-� .?biY ,. N M 0 -o � ¢N O n Q r I n- v, +--J C) O W a N �y N .) n v c E o,.. N 1 ca o r U) N m z o w co w ¢ Z �, Z a �o <� E U oz oa r6 , � o — E o o oQ o �Z U> L ¢ o m 0 C/) C y , C o z F� gZ co op go LL� T m Q p F F M d F O O � O L6 CD °> N} m V m m C� � r Cr co r-- c r LL m LO I— O O CN M Lid MN LO M N r (fl In (D CM r o m T vi Z z E E o a? c a U Q co JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. S5 —j 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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L DBL. TOP PLATE STUDS @ 16" O.C. CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS SP2 w! (12) 10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD FASTENED WITH 3 STUD WALL (SEE TYP. SEC.) ( ) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SCONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL 717 GABLE TRUSS WEB DOUBLE "L" BRACING DETAILS SCALE: N.T.S. (S5�) 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -.BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) T BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-0 O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. ca SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION � o .'�• - o _ M V Q -o x a Ecm C CD w cu c �W.11::, E ll,�F3ti��A+ E. r�, p n, M !J a_.. Lu ie:q�S1Ot, 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. W $ Q U ti � o O s O O m cO n 7 iW a� �'Uj °J J �tkf I11 J Lu 0_ a_CU 5 Z s o y o r!rW LL 0 OaaC WZ dZUmJ OZO U J trot.^(-� .?biY ,. N M 0 -o � ¢N O n Q r I n- v, +--J C) O W a N �y N .) n v c E o,.. N 1 ca o r U) N m z o w co w ¢ Z �, Z a �o <� E U oz oa r6 , � o — E o o oQ o �Z U> L ¢ o m 0 C/) C y , C o z F� gZ co op go LL� T m Q p F F M d F O O � O L6 CD °> N} m V m m C� � r Cr co r-- c r LL m LO I— O O CN M Lid MN LO M N r (fl In (D CM r o m T vi Z z E E o a? c a U Q co JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. S5 —j MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL 717 GABLE TRUSS WEB DOUBLE "L" BRACING DETAILS SCALE: N.T.S. (S5�) 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -.BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) T BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-0 O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. ca SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION � o .'�• - o _ M V Q -o x a Ecm C CD w cu c �W.11::, E ll,�F3ti��A+ E. r�, p n, M !J a_.. Lu ie:q�S1Ot, 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. W $ Q U ti � o O s O O m cO n 7 iW a� �'Uj °J J �tkf I11 J Lu 0_ a_CU 5 Z s o y o r!rW LL 0 OaaC WZ dZUmJ OZO U J trot.^(-� .?biY ,. N M 0 -o � ¢N O n Q r I n- v, +--J C) O W a N �y N .) n v c E o,.. N 1 ca o r U) N m z o w co w ¢ Z �, Z a �o <� E U oz oa r6 , � o — E o o oQ o �Z U> L ¢ o m 0 C/) C y , C o z F� gZ co op go LL� T m Q p F F M d F O O � O L6 CD °> N} m V m m C� � r Cr co r-- c r LL m LO I— O O CN M Lid MN LO M N r (fl In (D CM r o m T vi Z z E E o a? c a U Q co JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. S5 —j 3 W C? I LO 4- 0 P 0 Q J to 0 C) 0 I N M CV 0 LO i 0 v CJ') 0 i v+ ¢ N 0 0 a 0 N E 0 x v c a 0 0 v t7 0 Lo v 0 O N N LO 0 0 Z w Q m v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATIO BAFFLE INSULATION P CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS � 1/2" GYP WB ' j DOUBLE 2x S.P.F. TOP PLATE ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA < 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX, EQUAL AREAS. FLOOR SYSTEM ER PLAN A 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE ")C' @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c .E �— CV 4'M _ _ I I—_ II _ _ I I I_ = I I El 15111 I—L�—III-L III ° e ° A. 6x6 W 1.4xW 1.4 1 5E =1 11=I I I —I I I I �=III=1 I I —III WWF OR FIBERMESH -III—III=III—I III 4 04 FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS / SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD JI`w LAYER 1/8"THICK. �w INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT �7 PAPER FOR �1 MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT —ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) Q v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL LU CO AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE =1NISH GRADE 00 rl II , ,III, III,=, Il�iirl�lii \—STD. (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" l'-8" TYP 2—STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR, SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER TIE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: ` USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING -SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O° SEE FRAMING WEEP SCREED C?cz '— L PLAN ` . • INSTALLED PER MANUF. T 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=1' SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1— " " 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUST FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED ILL INSTALLED PER, MANUF. C SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-0" .— B.U.C. (8) 1 Od NAILS TO STUD PER STRAP LOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=1'-0" "6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1U-0" (R302A 1) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. u TYPICAL TENSION 2600#.) 2X P.T. PLATE I 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH MEE ICI I I ..° •' ° . ° a' I_TI TT 1- I I LEI I—III—III—III—III—It�8:":j (3) #5 CONT. ON 3" 8' ITt—T 1'-8"_ ITI—TTf CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION 15 EXPOSOSUREREI SHEATHING x X PROVIDE BLOCKING AS REQUIRED PER D c) SECTION X-X IF NOT FULL HEIGHT SHEET- I_ Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F, F SHEATHING w 2 SOLID 2x o7 C I BLOCKING @ ALL o C SHEATHING 00 EDGES (SEE OPENING SECTION X-X Lu C_ L)) C x w X E 2x STUDS Lu w 1II FF T 11 11BEYOND. I SEE PLAN Zi co I \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I rl r1/ATInKI MlAr%MAAA "S" = NAIL 3/8" SPACING S 3/4" S 1/2„ 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING �RT'na�fSi� lid 1Si1Lr a 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 o w JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT - PENETRATE SURFACE MORE THANy". co co ? NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z u- S Q NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O 0 NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. i¢ =n O STAGGER ALL VERTICAL JOINTS &NAIL @ 4" O.C. J w/ 8d COMMON NAIL ww LLJ II_ 0 � PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER - > Q � 0 F Q xP00in F w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. u~ Oh m I r ~ OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O a MEMBER IF GABLE END C NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 1 S4 BOX HEADER ONLY O,o tii�R�OR Nc SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"1 OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB WI6x6 W1.4xW1.4 WWF OR FIBERMESH r .G .. . ' a. •4 a .. a o d co a n ° -III—I I I_I � I —I � a d � I I I I I � . � III=III=� (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2' DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9' 16' (3) (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE 00 — 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION, V S6 04 -o P O7 -G 9 W a t� o c eve�N 1 y,� cm � a •� too � N _= CV L to y o tc 8 GV Y c s m v � � G 2 es U c 7 � •� T c E w to ..o b.r a �'• a A �� ZU 'H xo To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �.� W - O� U o C co u, ? O rY, N ��_ 7:rrj N CDLL ?' H ai c�4 S w J L.L LL. LL Z 5 130 W C� LIDa 5 0 m-:5 - o z t W in�rn°' m uj Z 0 0 mz J a in N k O U o .. Z +: f=r'h4 to r s_' W ❑ ❑ N M og M 13 N z o� r M o — LL 4.1 .m U O ,o: N c �N = U c { 1 f �_ J E i i d mI "II U o y L � N m ¢ N 0 ti 0 w 12 M ch J h Z a �F LL C6 Eoo z o > ¢� tz 014 F z Im fi� .o o E �< 0 < a O wg Z L G o r m 0 OZ , 7 V mo m aw ¢" a zz n 0 VU] T o <� N F m 10 3 J w a 0 o c _o O > Ln Q to m to i T_ C T CD Q r M r N m L0 41 -0 "' � T r- 04 T Q � � r �,; LO o z CEo Z E r in 2 m c a U _j Q 0 JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. S6 (MONO) 3 s LL.i I N i Q L0 to v 0 J C) 0 2 0 I N i M N LO O LID 0 Ln L tz Q N 0 v a 0 `o i a E 0 0 0 tL M O N LC 0 a 3 a rh LO m LO v 0 w 0 z W m Ye v cn ALIGN THIS STUD WITH �( FACE OF 2ND RISER / 1 ❑ I \ 3YP CUT TO FIT FRS IN WALL 2x12 SYP B BEARS IN WALL —2x6 SYP / \ SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER\ FOR STRAP / AND NAILED TO FLOOR WITH GLUE \ (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 1 d x 1 1/2" NAIL 3/4" RISER CUT TO FIT MAINTAIN BETWEEN' 4 AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS f'77 I x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 1 \ ROVIDE MOISTURE PROTECTION / / RATTACH ALL COMPONENTS \STAIR TO CONC. W/ 4' XTAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND / OF STAIR TO CONC. W/4" X \ NAILED TO STRINGER / 2 4' TAPCONS @ MAX. 32" O.C. / (IEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER ___[ / 61, G.1\ TOP OF STRINGER / — 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP / MUST NOT TOUCH f 1 STRINGERS G E2x4 BLOCKING FOR 2x12 SIMPSON A35 ' 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER\ (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" STRINGER CONTACT POINTS NAILS) \ SCALE: 2" = 1'-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. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 SPF NOSING GLUI NAILED MATCH NOS OTHER I 6, 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) Lj'j2x RAFT S P 2x4 PT NOTCHED INTOlug STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED L72x NOTTOUCH STRINGERS AT STRINGER CONTACT 4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" SECTION VIEW "D11 FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED i 2x4 PT NOTCHED INTO STRINGER AND TAPCONED' INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 12x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L1x4/GLUED AND NAILED TO STRINGER ,,FOR DRYWALL SPACING H SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE: 12' = 1'-0" NOTE: 2,8 I DRYWALL STOP / \ NOT SHOWN / STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT \ GIRDER, FIELD VERIFY OF NEWEL POS' \ / PER CONTRACT (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. IL POST LET INTO LOCK IDE 41NG 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING ASECTION VIEW SCALE: 2' = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X BLOCKING PSON MTS2 w/ 10d x 1 1/2" \NAILS B�VDD OR 2X BLOC"ING RIS* VARIES ECTI ON VIEW "F-i" SCALE: 1" = 1'-0" C" C c1 �J > w o m x sv ,N W x ®,asd a v tO CD aJ a o u'o, �.fO, E R' Ea o @@ pptt m 5 ccli 'a -p �F•Pa. 1fi'p p � ive 3yap`y: (�, Sw�i�' 3 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 Flodda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E O g U a S, C N n co ai m m v w J LL LL LL w J _ Lou@ : a m a Y� o 7 N N O W in�°��Y, ox w OD J Z LL M Z Q N O �` U c Z o W ❑❑ � N M a o N O E3 M Q) 0 o 4--r fL3LU O �., V) � VIM� CO v L U la a-- J E I'....,. 4) O N Y �% N N O C o w �> Z z U; L.L R7 E z o o '04 z o LZ 0 U wz z e oa F� m� o E � DO , oz az � W }t° L w g 00 ro Q m m <W 4 a co >,. � o �� ¢� az �= m �_ 0 0 =_ > L rn m r c T co U ca LO O O LO � M 04 Ln LO 'Q N T cc> LO ai E .T.. T— M -E T � o Z N r 2 A ci a o JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. ST -1-1-171 3 -o W I N V7 Q LO cy- v 0 a J 0 to 0 i M N cci 0 LO i v Lo O i G a 0 i E E 0 v c J a 0 v 0 J N 0 LO 0 0 d N 0 lC 0 0 z w 4 m r� 1x4 112" DRYWALL DOOR JAMB (REFERr2X8 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CON APPROVAL FOR CONN. APPROVAL FOR CONN. r 1x4 1 X 4 1x4 P.T. 3/16"0 X 3" LONG L FURRING FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS (2) ROWS 3/16" x 3-1/2TAPCON. INTO TAPCON @ 16" O.C. &STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ M. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16" TO PRODUCT 2" EDGE DIST. ( ) APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1Odx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"o.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO ' BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —\ 1-112" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW—�� ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) iF 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T� INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 6_B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 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) 10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL 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 PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS 1. #5 REB, (TYP) STD. 90' HOOK (1 +5� I_ L NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SIDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A W/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I 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) LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP 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" MIN. 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 BYE TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL i W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6P. '-0" ° _-(f 111-1 I f=11 I 17, p p III-111 III- p'° I I I7—�Ilf GRADE CV p M Z \ N � •D ° (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" FILLED CELL PER FOUNDATION PLAN �R YP.) fHE S UNACCEPTABLE INSTALLTION DO NOT DO THIS 11110111, #5 REBAR (TYP,) 10 STD. 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN o=c AIl1TC 4 r3Cr !l\A/ BRG WALL TYPE PER PLAN I i 2x2 #2 P.T. MIN, FASTENED PER NOTE 1 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) ALUM DRIP EDGE 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. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 13 3 1/4" @ 16" O.C. 3. (F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" ('*) FOR ALUMINUM SOFFITS 71'-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x 4 + + FNGTy + + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H, UP TO 2'-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT I , IfJJV' SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSIONrM SCALE: 3/4" = V-0" SS (:ZPF curl=T n) Akin SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:1, - r IOTCH'*BB @ FIRST COURSE } x z O 0 LU U U H SS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED �2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID WIGROUT FOR OVERHANGS BETWEEN OVER 1 112" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' 4 •e OVERHAN G a: 4 RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-01' 5'-011 NISH SCALE: N.T.S. �► ° ° #5 BAR ° 10" as P 4, CENTERED W/ ° D 9 ° IN TOP o • KNOCKOUT / Cv ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS } CLEAN FILL DIRT a STANDARD o #5 BAR IN ° 907 HOOK N FILLED CELL, ��Lo L, L LIt v L It STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT 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 Q g EXISTING FOOTING (2) #5x6' IN CONC. N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 40_;;: O 4" SAW CUT EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N o r— W o � t 0 V Q N C E2 d cco a -® N .0 a °t9-`° 3 ar o x c9 = d '®mac v v d o S ° • �. C -S 3 I C! '*t'l�� a✓�!/ �II1;;121.�� 9 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q -.E 0,S I 1 _ c0 N N_ - S5' ,ow N s . ? z in N I- J N co 'T u. W LL 0. r V Z Oi J w --o� a 4 m c -:5 '� N ZO 3:0 rn W LL m Un cn Z J 0 Z N o0 U o u ❑o N (h o g co N z o � Q J r ul z a c� Q) o +., M ij— u, Y _ O cif N � U kiffig MIN = s V o N c U) u 0 e �® N 0! O co, 0 o Y z W z z Q J LL C6 E U Z O 0 w= Zo z® ❑a h t6 g 00 a E °¢ 0< 4 L ¢0 W ZJ Q Z o< W m OF 8 N W 2< WLL <� aCn _ M aLL J M d 0 d _F �U 2 =O O = c9 r (� CD Cr ca m �_ Ln O O Ln a) LO T N r T Q CD LO M T v; LO o Z M E T 0 c a- .. 1 U J Q 0 J JOB NO : 23-06106 SCALE : AS NOTED SHEET NO. SS I lFlu tl I I PM 11 1 'I'll I I i _; I'd i,._=_-:.r...: L 1111 1 i:r I I r _r_ r�— I I I I I I I I I I I I I I I I I I I I I I I I I I I I -------------------------------I CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH 1W PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - 1 CHORD AT ALL HAND FRAMED AREAS TYP. A DIRECTION TYP. Z—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" ->�`--*= .. 4i (2) #5's CONT. T&B w/ -' 4" #3 STIRRUPS AT 4'-O" WHEN DEPTH EXCEEDS 30" GRADE 1'-4" PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 1Od COMMON TOENAILS TO BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@, INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2' •. a_ 4" z PORCH SLAB SEE a N FOUNDATION PLAN w I (2) #5's CONT. T&B .. . z w/ #3 STIRRUPS AT N z 4'-0" WHEN DEPTH T EXCEEDS 30" LOWER OR sk GARAGE SLAB 1'4' SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S 3 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS USSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. HIP G.T WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND SLAB 1 1/2" 41` - (2) #5's CONT. T&B w/ - 477 #3 STIRRUPS AT 4'-0" PORCH SLAB SEE 7 WHEN DEPTH FOUNDATION PLAN - EXCEEDS 30" -- GRADE n• I -ram - -I V-4" 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 z 0 Q W J W W W W W/ (1) #5 CON REQ'D @ MID I II r I II I I I I I I I � I T. FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. Ak COURSE FOR BASE SIZE (3) #5's EA. WAY - -x ° x-= It 9LAB "- PORCH EE SLAB S S LEVEL FOUNDATION PLAN 2 #5' CONT T&B / - - SEE CUT #3 STIRRUPS AT 4'-0" - '- CONTRACTOR TO INSTALL ( s w - • N MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL �16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INF( TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BILK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON HUC410 w/ (14) � � � SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7116" OSB FLITCH PLATE CONNECTION INFO _ _ REQ'D ONLY WHEN 7/16" OSB FLITCH PLATE �__— SEE FLOOR PLAN FOR INDICATED ON BM. — SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/ON PLANM OPTION B CONNECTION INFO OPTION C COMMON BM TO POST ATTACHMENT EXTERIOR SHEATHING A ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE CONNECTION INFO. 1 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION aC� FLOOR CONNECTION 22 SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR TOP OFgEAM SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALLr7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 1 Od 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE. 1/2 - 1-0 %2" CDX PLYWOOD OR %6" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP a 4.4. d. N z GARAGE OR r LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. USS/ MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2 J-BOLT OR X" TITEN HD ANCHOR @ 24" O.C. W/ HKI MIN. 6" EMBEDMENT n' a v v v v _ _4 4 4 d o MAIN HOUSE SLAB a. nJ 4, (2) #5's CONT. T&B a 4 w/ #3 STIRRUPS AT a a 4'-0" WHEN DEPTH EXCEEDS 30" a i �° Le �- i —g 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. e•7 0 N o -a L U Q� o C'V y C W G �® y�C E �. a� � E �yd�� d°f Lt S b bib - O E^�� >- �L ra/1aatltE€�c�b4 To the best of the Engineers knowledge, information and belief, the structural plans and specificationscontained 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. o W 4 ,E O N 8 ls. 0 a) W 0.1. r W N N _ - a - M Q �rNi�v 3 u� C. - g W w C. W LL 3 � c 13 W Y Z m c L co V _ Wi z = NNE Co U) ch Z .' Z J N O U U O W ❑❑ O O z z o � r M z �N M W w Vmi O W o �y N .� M 7- rJ C W � p z� UUj . 00 - Q N 0 ti o J W M M J Z ¢ - z z 4 2 E =o >� 14 E U oz o° �a �o o E o co C p� az S< a �z Qo m� o, 8 Z Cn °LL dz y w A m G 0 O F H o wY ;o V O a 0 Q U 2i �o = a) � L,n c) 6 rn r � CID CD Q CT Y cc m L() 1.- 0 � ) M Ln n N T T Q c m E co T Z r j Z E I— c a U 0 v Q p � JOB NO: 23-06106 SCALE: AS NOTED SHEET NO. D1 -------------------------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE DS —� SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD AO SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS rr°� o°o o• ,o°o � o P. A 2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE 1. PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS LEJ 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F TYP F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" 1 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR rrj ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING —\ (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING � LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, \ A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j ` FLOOR DECK W/ 10d NAILS @ 8"o.c. �. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL (A BELOW AND ALT. BLOCKING INFO 0 1. APPLY SUB 11'd FLOOR + © ADHESIVE TO 2x4 CONTACT SURFACE O 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF a, SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL --------_NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. A SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB ' (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 112" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] �O SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER CUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE IFFLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. E PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) Ap 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT -- SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. aC� GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 • TOP PLATE 2 WS 10d @ • 3" O/C A<�TFN O PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT A OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"O. c. SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. TOP SPLICE DOUBLE 2x8 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT% I I I DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C.TYP T&B \ (2) 2 x #2 SYP U.N.O. 2xCONT. T&B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. i BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER j (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE j ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. cm >. �L® a —s Q o x N 0- � Q N _ .� _ = co g$ E v 1t1Ufllf!!!! 13R0 �v i qR .e zS '•. L O ' SI /�."j"Im f f i "9A110�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q 8 v WH 0 -. 0 _ccN U) r'— U LL LL Lu a Z —jw — a Y W L N � �N� 0 W m W Z Q _ !r M (y J 0 Z 0 v U O W ❑ Q � N O 00 z N 4 Q p Q a � z C4 Q) 0 a--+ ua o U — 0 N r.0 o w� ca r_U rim U o N Q O W M J a ¢ z ai ai L L d E U Z o g O } M Z o Z r`° �� U UO 7 U O E ¢ az 0 K °Z wo �w W @ c Q O 0y m i m J mm ¢z Q� zZ a CO T LLoLL dz �W o a= C 0 0 T y 0 0 av m CU � r co T' a. m LO ~ O O LO M L17 Liz N r- T T <L0 m E T MLO z z E 1"- c a 0 _ ¢ o JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. D2 1. 11 rani i I I - - 3 LAJ LO cV i x LO LO 0 C/J O Q J 0 CD0 I M N 0 CD 0 <f• L 7 o- a o+ 0 i 0 E 0 0 J i a 0 0 0 ID lidL_ LO 0 0 0 d. N O LID CN i� 0 Z ¢ Z W 0 v THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW 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 RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR, EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN � OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL 0 COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK- PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as Rinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)- 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT - 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) SLOPED MUD BED- 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary WSJ-OPE d a a a V-4" PER PLAN V-0" PER PLAN a SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 0 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER "I a a ' a a SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK W U) m SELF -ADHERED FLASHING OUTSIDE CORNER /- 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"-," 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 b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or suBFLooR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. i R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 'Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FASHINGJAMB &HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be F ASHIN WSEE INDOW FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied NGE(SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �`o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 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 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNERLE 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under M stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING II THIS GAP IS A RESULT OF NATURAL SHRINKAGE. STRIP OF SAF DO NOT SEAL. / - - - - - I DRAINAGE PLANE WRB DRIP SCREED PLASTIC I ACCESSORY I I BOND BREAK WRB SF LATH I II Ni' I� I i I I I �i P BACKER ROD IS FINISH SOFFIT/CANTILEVER Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTM C1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N o as J s C= 4- o C fO C.) Q C L.L C N ai o. s as �a E c dog � 3 ` d .� A c � o a CJ M O CV 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W Q v �* E R N 07 s o c co n 0 Y .sC9 N 0 0 to n 1 M C LL W u- Z J LL tll d - 6 d Y m c rn WF; W L- Z@�� 0 5.. i W Z og W °' J L N Za Q E M N O U U 0 -1 Z W ❑ ❑ M Z N co o g N � o � <C � N N M Z aCZ CD o 4-1 w m o U 0Q) V)un c Y G C� o ¢ 0 m ®® lllili ti o w M C J �J Z Q L- z p Y M <N E: 00 E Z o a -CIL C,L E p¢ S� L w� o z w K c <=m� sx o, Z2!N J wm <w 'S ¢ Mz CA)� A) op ao �w m `& oz 03 =F O WF a0 MJo� cY OI<TU C O 0 0 w i N Ln C) 4i m ca 0 r C Q I— co r N CL m LO 4-0 4-1 23: O Ln � ^R M0*) > N LO LO 0 r T'- Q co LO m ,� T M r iii Ln o Z Z E T- (1)`ro E 0 2 w 'a a) n U JOB NO: 23-06106 SCALE : AS NOTED SHEET NO. WP1 -- - - � � � �,� � � � � n r �Ir Mounting Brackets i;10 Gavgle} 4-1,(2ex 41-1112' X2-12" back Crass Support See firka f! tat tz> �yd} t Anchor Schedule Right $fatk4et (1 dtige) Bolts 10" Dia- A325 Lahr, 0 00 1 4 S,elf-Dril ling 1"',frF.... s C tff-lit Rottorn r ge Hurri ne Strap (Tvpirak 3 in ft-dant) root Cross Support ii1�B ice'cutto�rl SeI�LotkBnt( NutsY Left Bracket (16 Gauge) ft14 S lf-DrAtlrg Str wu sTttru Bsatkera t Back Cross Support Into Af( UnI Bottom Side Ryri c - 3 each side for hurricane use) . ssa'srit a 111auuluian i.st sa[3a -1, ilaur-c-Ads A.= Fah Ftaaed £Indwtg,�. aawltaial>- apdin r�rtear C iti4rs; aY'i'if �) Florida Department of Business & Professicnal Regulation P.9. i or Building Codes and Standards 12118f2021 Product Approval Application Detail Pp Pp ��`ZU",��"��•`'"- `'z°,', aA.(�1��•' Yw�,"'"="�"'��'�,w„',c, ��">� a��...u..'`-�'z�..� -'- a .��...,,m �. ,- � . :. �"' ,�, �" 3 „s. �• �...r�` Cade Entityy or .Date Date bate Pending Rare Twos version. Manufacturer. Coins.Cmus.1 Engineer&License Validated as Validated Submitted FBC Aboreval Aircroved status AHionallon M20 smart Vent Products, Inc. Michael Gains. Hermes F, Ndrero P.E. Loote 5-den P.E. 12/1612026 IDIe 2rl 12128,'=0 Approved Category. Structural Components (877)441-8366 PE73778 (334)300-1800 SubCategory: Products Introduced as A Result of dfo@smanventcom New Technology Compliamm Method: E4,absn Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#55Z2.R8 Products OUMIty Assurance ADproyedfor Use. Approved far Use IInnto= Oeslon Saois ProductM dI.Num bar or Name Product Oascnotian corRract Expiration isle nHVHE Outside HVHZ Resistant , Pressure 1 SmartVent Model #1 fi40.510 Dual Fuectlm Flood end WntBatlon Vent 12`31f2023 Yes Yes N!A +100A100 2 SmartVent Mods#154G511 Dual Funcfi. flwd and Ventilation Vent 121312023 Yes Yes MIA +t ODA100 3 SmartVent Motlei #1544520 Insulated Fiord Vent IM112023 Yes Yes NIA +100F100 4 SmartVent Model 41540-521 Insula. d Flood Vent 12J312023 Yes Yes NFA 1100A100 5 SmartVent Modet#154¢524 16&quct; Garage Door Floed Vent 12131r023 Yes Yes NIA RJA 6 SmartVent Modsl#1544570 Wood Wall Insulated Flood Vent InV2023 Yes Yes NIA +10DA100 . SmartVent Model#1540.574 14.5&gli.t Gamga 0-r Fbod Vent IM112023 Yes Yes NIA MIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel r1 rrI 021 ,�y�"yX�'"„'`�' d ..,�,s�a .�: ��.. �, �, ~",, .. ��""� �u•<?.?�°`z ..,� i.-°r >`�:�;�� t1f:�.�� .x ,_.. t . xr`�,'•`,., �1 Code 9141ty or got. Date bazo Pending gals Iyge Varuir. Manufacturer Contact En,inear&Uoense Validated By Validated submitted FBC Aobreval Awroved Stah"I Revision 2020 Drexel Metals. Inc. Jason Shumate. Zachary R. Priest Locke Bmxden P.E. 0811o/2026 08MR12020 08f2012020 1011MG20 Appro..d CMPgdryRoofing '502i 303-1511 PE-74021 (3341300-1800 Subcategory: Metal. Roofing Izhum.teorurexme asm Compllance Method: Evan ation Report from a FloridaRegistered Architect or a Licensed Florida Proress oral Engineer FL#17S79:R6 Wdducts. 4uallw Assurance Approved for Use Approved for Use Imnazt beslan Seo# ProduN:ModeL Number oc Name Product DcaarID11.11 CorrUaM. Exnlra[lon bate HVH outside HVHZ Resistant Pressure 1 Drexel Metal Roormg Systems DMG"mONS; OMC 15058, I)MC 1755, DMC.Z00S, 121312025 Yes No NIA +0060 DMG5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pa9.2or4 3or023 kG `z`5�,..�'a"�1^x��.:n��`,u:+. .j{,•,�.3��'��v'�l{�..`��,.,�,.fy��5�.r'F�{�,�,^�K��'�'�`�, .��'�i�:.��svrx:3'„'»��'.",�5:1�w��'�e��"+<,. .?3i£�.'��--�"2�>��2�.-`�+f-�.*xt<� Cotle Entity or D.I. Date Data Pending 2-61 yam. Version M-,f,ctumr Contact From -&License Validated Be aIV Idated submited FBC Aouraval Ame-ed. Status Revision 2020 Therma TrU Corporation Steve Jasperson Lyndon F. Sagmidt. F.E. Ryan J. King. P. E. 04/1512021 IM1120M 0422u2021 )R,0812021 Approved CategoryExterior Doors (800)843-7628 PE-43409 let 3j 787-6655 BupCalegory: SWinging Exterior Dori Assemblies sinspersomi2ilhermatru:c Compliance Method: Evaluation Report from a om Florid, Registered Architect or a Licensed Florida Professional Engineer FL#2tiifi& R5 Pr:dtluets Quality Assurance Approved for Use Aooroved for Use Impact Design set # Product Model. Number or Nam a Product lincribHan Contract Emirazion Date in HVHZ Outside HVHZ Resisiarrt Pressure I e. Tnenne Tru Flher. Glassle -d Smooth -Star Nominal 8'8 15quorimpact8qu.t; Opaque 12312026 No Yes Yas NfA Composite Edge Fibarglass 51ngle Doc' finewingrOutswing. X Configuration) 2 b. Therme-Tru Fiber-Classlowd Smooth-51sr Nrminal 6&9398&q al p ct&quint: Opaque 12KIIY 026 No Yes Yes NfA Composite Edge Fiberglass Single Dgalalth SidelltMsl (Instving/0utswing XO: OX or OXO confguratims) 3 c.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39:8:&qualmpart&quot Opaque 12/31i2025 No Yes Yes N/A. Composite Edge Fiberglass Douple Door with or i�4thw1 Sldentas ilrowinglOulswing; XX or OXXO configurations) 4 d-Themaa.Tru File -Classic and Smooflt-Star Nominal 80&g t;Irnp.ct&quint{Opaque IM1t2026 N. Yes Yes NIA.. C shin Ede Fiberglass Sin gmpw 9 M Va Door (lost gfO t5.ing Xccmig-ti-i 5 e. Themna-TYu Fiber-Classlo antl SmootM1-Slat 0 Nominal8&#39:;0:&qud Impact$quot Opaque 12131R 26 Pro Yes Yes NIA. Cor,p,xts Edge Fiberglass Singre Doorwith Sideld i f II r n9lO t g XO. OXor OXO ,orfigur t I 6 Term ru a -Glee Ic d S t - f. h a T Fit r s an m� h Star Nary 18& 3g 0 d Ion as not Opaque 12131R026 # aqa P q. pan No Yes Yes MIA Corroosits Edge Fiberglass Double Dorv.th or with ut sidelines Ilnsw gf0 tsx og', XX or OXKO configurations) g. Tneim. T u Fiber -Glass c and Smtlolh-Star Mom 1 6&#39•8 &q of I P I&punt. Glued 12312026 No Yes Yes NIA Compoalte Edge Fiberglass Single Do., (Ins�inglOms Ing; X emfigural 8 In. The -.-TN Fiber-Classltantl smmlh-Star Narvnal 68#39:8&q of Impact&quint GlaFad 1251/2 026 No Yes Yes N/A Composite Edge Fiberglass Single Door -pith Sideutes Insiain KlMsbin -XO OX or OXO I g Q corligur.[ onsi a i.Therma-Tru.Fiber-Classic and Smooth -Star Nalvnal68#39;8&quTJmpac&.quo1L Glazed IM112926 No Yes Yes NlA Comp to Edge Fiberglass D uble ❑ silh or vrth ut tlalites In fOut sain ' XX or OXXO 0 9 i 9 9. configurations] 10 1. Theme-Tru Fiber -Classic and Smooth-St,r Nominal 8'04quptlmpect&qubt Glazed 12r3112026 No Yes Yes N/A Cior poslte Edge Fiberglass Single Door (Inwing,eumwing, X configuration) 11 k.Therma-Tru Fiba-Ciasao and Smooth -Star Hormel 8&#3s0&quoLimpect" Glazed 12r3112026 No Yes Yes NIA Composite Etlge Fiberglass Single Dcorwith Srdeltai Ill 'ning/Outsing: XD. OX or OXD conf5 tons 12 I.Therma-TfV.FIberGtassicend .5mooth-Star Flanlnal 88#39;0 &qum'Impacl&quint: Glazed 12+31202fi No Yas Yes NfA Campo to Edge Fib ,glass Double Door vwth or withou151datess (10"inlyouts#In . XX or OXXO configurations) 1 3 henn T Fih -Cla tl h- 1 m T set an Smoot S ar Nan) I6&#3g8& dl c[& not Glazed i 2,2112026 q P q No Yes Yes MIA Molded Open Compasile Edge Fiberglass Single Door I n X]utsa x oral umhon 9 n9 5 1 14 r n.Toenna TU Fher-Classlo antl Smoa[M1-Star 1 12026 Nrn pal 6&#39,8 S:q dlmpact&quint Glazed 2l3 No Yes Yes NIA Molded.Open Composite Edge FiQergless Slagle Dcar with Glazed Molded Open 5del h f,* (In lr grOutswing XO, OX or OXO crnfiguntrohs) 15 a-Therma-Tin Fiber -Classic endSmeali-Star Nominal 6&#M,88:qud ur,padlquct, Glued 12J31/2026 No Yes Yes MIA Molded Open Composts Edge Fiberglass Double Door with wthout Glued Minded Open Sidelnes (IhrawirgrOutswlrl XX or=0 configurations) 16 p. Therma-Tru Fiber Classto antl Smooth -Star Nominal 6039 88:quotlmp&et&quot Opaque 12f3I2028 No Yes .Yes N/A Composite Edge F1h r lass Single Doorwith Molded Open Sldelltels) [InswinglOutsl,nng; XO, OX or OXO nfigurafian r - it p. Themla-Tru Filler -Classic And 2026 Nominal &qud;impad&quint OpaWe 12rS12 No Yes Yes NIA Gomposne Edge Fiberglass Double Doer with or I 2 d Mooed Open sidentes wth tGlazed (Insv,inglOuts:ring: XX or OXXO eonfiguratims) Florida Department of Business & Professional Regulation Fan.I XI Building Codes and Standards 'zV2021 Product Approval Application Detail e a �.w:a„ r• � f,.:t �' a ic-..*r:Ss x3�; :. ,-e• �� :: ' ch,a' a .t;.:-ts 3 N-'�'rtJk X tL,F'rwF �. ..� x Y..r:'" � 3r�,�.. rs,,; ,;.-s � '�-, s�" ..z,.r''Y`,' �'Y . -':: �, �,... t s'N a ,. 3 �"" �d` -r'y-�,,,� Oyu- �k y e - - ,,r' 7^•��k-x•#A, ,� 'C c r-s?^'�' ,bus:. k ,�^„,.. '`„...�,.-,rr,��'�`'��: � ��` '`tea ,r'�`-•'A�;,: -€ " sa`s`.:"Y':r..,.,.��'.��--"';. Cotle 21,111try, or Date Data We Pencilna D=ta. ljipa. Version Manufacturer ,,d,,t Fleur- & Uasm, Validated ay Validatod Submitted F13C:A,omyal A,omved Status Revision 2020 PGTIndustries Jens Ronvski Mlami-Dade BCCO- CER Miami -Dade aCCO -VAL 11/154020 1026=0 112412020 Approved Categary: Exterior 0o 1g41i 466-0100 (766) 315-2590 Subcategory: Sliding Exterior Door Assemblies yonowski@pgtindustneso Compuanca Methatl: CertRcalionMad . Listing om LL4251-11331 products - Cuai N Assurance Anar-if f,r Use A-r-cl for Use Impact RER2 Sego Product Nlod,i Numberar Name Product neserlpfl.. -Contract Expiration Data InHVH2. Outside HVH2 Resistant Pressure 9 SGD-5570(La rge Missile. Impaoh Vnyl Sliding GNss Odor 04114J21MI Yes Yes Yes N/A PRO'DUCT APPI I( J" VV 11 -is L '05"" PE L`;k I F I CAT10"'A H E E T(2023) I As Administrative required b Florida 553.842 �.' Florida IM:. :. Code913-72, pleaseprovide• approval they Wil be utilized on the construction project for which you are applying for a Manufacturer 1. EXTERIOR DOORS :. A. :M10, 7W' : .: Fiber -Classic and Smooth -Star (NON -IMPACT) 6:: 'i; 4e 0 p:512-111171im Fiber -Classic and Smooth -Star (IMPACT) - �• - er I r Fiber -Classic Smooth -Star .:... (IMPACT) a. , a. - -- is I A Series 5570 r2 I« +3&7/38.7 ! i # a _Pella Corporation w:. ; �i al' a; ICI Wayhe-Dalton Series ;ts. '% a1 T ! e. 0 #1105 ■ •rr 4. r ':.' - 35.0 psf Mll Wayne —Dalton +3. ,s ..-_.I, MN. Curries Division of AADG, Inc s *7,,707,727,747,and 847 Single & Pairs of Doors Ilan N/A (see inst sht) K l IMI i Windows . Doors 185 7499.2 . SINGLE HUNG _=Series 5500 1a Pella Corporation -Pella -10 Series OEM HORIZONTAL r sea ., SLIDER MI Windows a. #d Doors Series . ;. _. is s: ,-. r - : .: 5 0' ,5 5 0 #. :. '*, . M ,Pella Corporation Series 10/20 0 0 0 • >{. v.. Ili Pella Corporation Series 10 Sliding Window Series 5520 MR i.. ,Pella Corporation 10 Series Flange Fixed 12% - MI Windows, and Doors Series 5764 I •Series 5500 h x g �3. PANEL WALL f I i t4. ,x Aluminum, Solid and Vented e :::.. Aluminum Soffit - .., +54l i `''" : ■. 11.. 3 Tab, Dimensional I FA VIM 4 .1 ,A. ASPHALT SHINGLES i UNDERLAYMENTS - :..,. .. .i R Shingle Roof) e I FASTENERS �. t 1 '.I., VENTILATORS � : o' !• 4 x Metal Comp,., '. RidgeOff :. : ee . t ; : i 4s .I s :. . -.. Florida Metal Products, Inc �i eF ak ! x 1 #'+97.5/-97.5 i l� E. ROOFING .. 3 'e FL7 49.20 F. METAL ROOF !Drexel Metals, Inc. 200S, DMC 5V 12/31/2025 STORM PANELS .. Global Protection :t, Products Galvanized Steel o.. Panels :.: .y f : x. '. 4eAll American Shutters & Glass Galvanized Steel Storm Panels .: .. l t M OM it COMPONENTS A. i CONNECTORS/ USP Structural Conn., ANCHORS :,O'. : Simpson 'MF' a T: ` BTRUSS PLATES ITW L Building Plates i , y Industries, Inc., Plates sw._._ -., ,,,eF •. .fir.. ,! ,,EWeyerhaeuser - Board, ti, FL6527.1 L6527.5 Cast -Crete Corp. High Strength Concrete, Linte-Is NOA 20-0630.15 �Mlt AL Commercial Concrete P r oducts, Inc- High Strength Concrete Lintels Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 1125022 .Cosh Enttvor p@tg Date Date Pending Q�tg- rtl tetl B Validated Submitted BC AlNaroyat v g Status T e yerston manufacture Contadt Engineer&License Validated v F Revision 2020 Therma-Tru Corporation Steve Jasperenn LyndonF Schmidt,PE Ryan) King, P.E. 07123/2020 07M2=0 0712912020 1/1312020 Approved Category; Exterior Dews (800) 843-7628 PE-43409 (813) 767 6565 SupCategory: Swinging Exterior Door Assemblies g.spersan@tharmatru.eo Compliance Method: Evaluation Report from a m Florida Registered Architect or Licensed Florida O Professional Erelneer O FL#204Tb-R3 ProdJAM DuaINV.Assurange Aoprovetl for Use Aoorovetl for Use act 61J See'#. Product Model Nurn bar Or Mama. Product Descnation Contract Expiration Date In HVH2 Outside HVHZ si§tiara s 1 A Therma-Tru Fiber -Classic and Smooth -Star Nominal6'8 &quint lmpagt&qulxt; Opaque. 12P3112022 Yes Yes Yes NRL Gomppste.Edge Fiberglass Single Door Q' pit nng/0utawng, X configuration) tee C cc r...) CV Co 2 la Therma Tnl Fiber-Classlo and Smooth -Star Nominal to Edge &quint I ss Single Door Opaque 12i31f2022 Yes. a 71.ie yes Yes . 1+'J= X Composite Edge Fiberglass Single Door with N C tl. Li configu losvut tOub-w1 O X or OXO Ca (s) ( n9 rag, X , O �. V1 ..O CV � Oonfi orations g ) O $ e Therma-Tin Fiber-Dlassicand .Smgolti-Star Nominal 6'5 &quint Impact&quint Opaque i7J3112022 Yes Yea es � Nei N Composite Edge Fiberglass Double boor Wth or Y unthout Sidelnes(InsdvingJOutsanng; XX or OXXO 3 d configurations) pint a18&#39•g o Ion aIX& not Opaque 213t2022 Yes Vas Yes 4 d, Therms -I'm Fiber -Star Nominal omposite Edge Fiberglass Single Door1 = N O s'�+ (I nwingfOutsiwing, X configuration) 9 r..t -3 5. s.Therma-Tru Fiber -Class. and Smooth -Star Nominal 8'0&quoLlmpact&quint, Opaque 12/3112022 Yea _a Yes. Yes - N� i - Composite Edge Fiberglass single Door with O di Siderits(s) (InamrglOutsmng: XO, OXor OXO e.. Configurations) ='a a f: Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 &quint Impact&quot Opaque 12J31 2022 'Yes. Yes Yes Composite Edge Flberglass Double Door with A without Sidelnes(Inswing/Outswing XXtir OXXO G E conf g urat onsj Cp. O 7 g. Therma-Tru Fiber-Classlo and Smooth Star Nomirml66939;8&quotimpect&quot Glazed 1D31 r2022 Yes. Yes Yes f r 6.1 Composite Edge Fit erglass Single Door (InsvrtnglOutswing; X oorifiguration) 8 h.. Therma-Tru Pibm-Classic and Smooth -Star Nominal 6'8&quot.impact&quot, Glazed 1213lf2022 .Yes Yes Yes- NIA w Composite Edge Fiberglass Single Door rnth Sidelbags) (InswnglOutswrig; XO, OX., OXO configurations) 9 i. Therma Tru Fiber -Classic and; Smooth -Star Nominal6&#3Ra &quint impact&quat Glazed 1213112022 Yes Yes. Yes NIA. Composite Edge Fiberglass Double Door vAth or without Sidelnes (InevingfOutswtng XX or OXXO configurations) 10 j; Tnerma-Tru Fiber-Ctassle and Smooth -Star Nominal S&#390&quot,impact&qua1,Glazed. 12J31f2022 Yes,. Yes. Yes NIA Composite Edge Fiberglass: Single Door Ins tin IOutswin sr -X conf uratbn g s 11 k; Ttrei'ma-Tru Fiber=Classlo: antlsmooth-Star Nominal 8'4 &quotlmpact&qunt, Glazed 12l3112Q22 Yes i Yes Yes NfA Gomposne Edge Fiberglass Single Door loth SidelRe(s (In-Ar glOut-An_g; XO, OX or OXO configuratians) 12 I. Therma Tru Fiber -Classic and Smooth -Star Nominal WS9;0 &gJx;t impact&quo) Glazed 12/51/2022 Yes Yes Yes NIA Cbmposite:Edge Fiberglass Double Door with or without Sidefjtes(lnewinglpgtswmg XX of 0)0(0 configurations). 13 m,Therma-Tru Fiber.Classic and Smooth -Sear Nominal 6&#395&quotlmp..t&quint Opaque 12131=22 Yes Yes Yes NIA Composite Edge Fiberglass Single Door oath &quct;Non Imp&ct&quot, Sidslltz(si (Inswrig/Outsriingi XO OX or OXO cwfiguraiorl 14 n. Therma-Tru Fifer -Classic and Smooth -Star Nominal6'8 &quint Impact&quot Opaque •12131=22 :Yes Yes Yes NIA Composite Edge Fiberglass double Door with 8,quot;Non Impact&quot Sidelites(InsvwnglOutsWng; OXXO configurafron) 15 o: Therma Tru Fiber -Classic and: Smooth Star Nommal8'0 &quint Impact&quint Opaque 12131I2022 Yes Yes Yes NfA composite Edge Fiberglass Single Door with 8qu2n4c, Impact&quot, Sidelite(s) ins ri Out wi -XO O orOX0 configurations) ( sM gf s rag, X g ) 16 p-. Tbere - Ia and Smooth -Star Nominal 8394 & u tl pa.c.t.& uW Opaque, 12131222 yes Yes Yes WA CompositeEge Fiberglass Double Door with - &quol,Noh-Impact&quof Sidelites(Inssing/OutsWng OXXO conflguratioN 17 q. Therma Tru Fiber -Classic and Smooth -Star Nominal 6'8&quok N.r4rnract&quet Opaque 12131/2022 Yes Yes No WA Composite Edge Fiberglass Single We, (InswinglOuteoArit; X configuration) TB r. Therma Tru Fber-Classic and Srrooth-Star Nominal6&#3918 &quot Non-lmpaoAquot Opaque 12)3112922 Yes Yes No N!A Composite Edge Fiberglass Single Door With Sidelite(s) grua iinglOutsfmng, XO, OX eir OXO configurations} 19 A. Therma-Tru Filler -Classic and. Smooth -Star Nominal &quot Non-lmpaet&quot Opaque 12131f2022 Yes Yes No WA Composite Edge Fiberglass Daublc Door Wth or without Sidelnes(InswArefOuenving XX or OXXO configurations) 20 t Therma Tru Filler -Classic and Smooth Star Nominal 8'0 &quint Non-lmpact&quot Opaque. 1 WI12022 Yes Yes No NfA Composite Edge Fiberglass' Single Door (in hrGlOutsmting, X conf guratnon) 21.. u Therma-TwRber-Classoand Smooth -Star Nommal8'D&quotNon-lmpsct&quot:Opaque 12J3112022 Yes Yes No WA Composite Edge Fiberglass Single Door with SidelibinN pnswinglOutswiti ; XO, OX or OXO corlfiouratmns) 22 v Then—T. Fitter-Cf-io and Smooth -SF., Nominal 8&#390&quot Non-Impact&qunt, Opaque 12131/2022. Ye,. Yes No NIA Gofir posita Edge Fibarglass Double Door vith or without Sidehtes gnswmglOdtswing X(or OXXO configurations) 23 w Therma TruiFiber-Classic and 5n ooth-Star Nominal.0'8 "Non-Impact&quota. Glazed 12131I2022 Yes Yes No WA Composite Edge Fiberglass Single Door (I nswinglOutswing Xwniiguration) 24. x. Therma Tru Fiber -Classic and Smooth -Star Nominal 6&#39.8 &punt Non-Impact&quot, Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass single Door with Sidefse(s) (InsWN;0utswing; XO OXor OXO' configurations) 25 y.Therma-Tru Fiber -Classic and.Smoolh-Star Nominal 5'8&quot Non-Impact&quot, Glazed 123152022 Yes. Yes No WA Composite Edge Fiberglass Double Door with or without Sidetites (Inswing/Outswing; XX or OXXO wrrfigurationsj 26 z.Therma-7ru FlberCtaspic and Smooth -Star Nominal 8'0&quot Non-Impact&qudt;.Glazed 121'31l2022 Yes Yes No NIA Composite Edge Fibarglass Sirjgte Door (fnsvwng/Outswing X configuration) 27 ze.Thermo.-Tru Fiber GiRwid and.Smoothbtar Nominal 8'0&qupt Non micoAquot, Glazed 1213112022 Yes Yes No :NIA Composite Edge. F bergl,ss Single Door with adelke(s) (Inswing10utswnng.XO OX or OXO Configurations) 28 A. Therma-Tru Fiber -Classic and Smooth -Star No min at 8'0 &quot:Non-Impact" Glazed/2131/2022 Yes Yes No NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application. Detail Page 1 or 2 115rG21 4 Y 7 3' 2 � �nxr °f ,!'��,,r Yr ..1 4' SX 2e` +� Y �-.. x'�'5-a �xr�� s -n::-"�,�'.�4,,,..n'�-'-+-xfrva 1 1,-'; O:,.a.�,;,u,._�.0 , °:..�. ...w... a-eT-'-"_ c <.-,�::.�.?.,,r, e tta"' `l - code. ne tuv or Date Data Rare Pending Date In"'. V Ron Manufacturer contact Enninear&Liters, Validated Be VVolid� Submitted FBC Anervyal Aoordeti Status Bran Sitl a Is o Lomas Steve M. Uric PE IWW20 0 10106/2020 10fi92020 120512020 roped Rows on 2020 MI M(Indgws and Doors r t Ing r Lola Roberto aria.. n M h, 2 0 Apo Category: Extenor Doors f71713fi5.3300 PE-62514 i.717)317-8454 Subcategory: Slidlag Exterior Door Assemblies bsitlhger4nd vd com Compliance Method: Evaluation Report from a. Florida Registered Architect era' Licensed Florida Prores5ione1 Engineer PL?1T33'2-iieterodutt# : :. :: OtuNlty Assurance Apprwodfor Use Approved for use Impact Design Bed k WoductModel: Numberer Name Product Descrlo[lon Cgniract Ezohatlon Dale Int HVHZ Outside XVNZ gut Pressure i SERIES 420ALUMINUM SGD SERIES 420 ALU MINU M SGD OXO 12131G024 No Yes No NJA 145-3/4&quotz80&.quint; NON -REINFORCED 2 .SERIES 420ALUMINUM SGD SERIES420ALUMINUMSGDOX.XO,XX 121312024 No Yes No NA 96&qu.t;x 80&quot NON -REINFORCED EIN 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUM INUMBGOREIPIFORCEODXO 12/31/2024 No Yes No NJA 145.314&qu ot:x96&quct; 4 SERIES 420, ALUMINUM SGD REINFORCED SERIES 420 ALUMINUMSGD REINFORCED OX 12131/2024 No: Yes No N!A XO.XX96"x96&quint; 5 SERIES d20ALUMINUMSGDREiNFORCED: SERIES 420 ALUMINUM SOD REINFORCED XXX 121312024 No Yes No. WA 143&qutt;x98&gook; Florida Department of Business B Professional Regulation P.gei pit Building Codes and Standards IM2021 Product Approval Application Detail PP a� a v � xa � - u�r- ems.,"a.*s...f.. �::.�..-,.-x.,4-.,.u.s.., ^� - ... r. .,- -.. .. h.--Y`„¢� ,�,a.. a°�e$4a4•u� .. . p. . �- ... -.�. x��_+^J. s:-� ..F,1.,.--,... ._. - .. � n.:.... A....- r.'W4„m�..T Via._ �.. ,-. _.�.' ..a:cods. Entity or I E Us Rate Remind, Data a T�D' Y-.t$to 1 Manufselurer Contact Entalneer& License Validated By VaIidated Submitted FBCApnrovl r'od sstatus Oman Kentish John E. Scale J fire P. Arneson P.E. i w d W n b Iran tllvl Wit of m atlo e s e Y 10I12,2D20 b92gJ2020 02312020 12ff512020 ra±e Revision 2P20 ay O Y APp Corporation (330)763-8121 PE-51737 (904)821-5200 Cafegery E to r Doors Okomishwayne-dalteri c SubCat g rv: G.dxnal Extarler Door Aseeniblre9. om CP1 anMethod! Evluation Report frm a Honda Registered Architect or a Licensed Fiends Professional Engineer f Lmz2 8-R20 Roduots :. Quality Assurance Approved far Use Poroved for Use 0 Stu A A Impact i sea % Produrt Model, Numtierot Name Product Descrladon Contract FWratim Date In HVHZ Outside HVH Resistant Ar sdrum 3 8000/8100/8200#1105 9&0g; Max width. 14035: Mex helght. Glazing 1263112023 No Yes Yes +31,00/-35:00. evallabfein lop Or Intemledlate seetlan 4 !S0 8 0 #112 1 8.#Z9 Moxwidth 14&#39 MAX hei t GIa21n 12Ql QQ23. No Yes Yes. +30,00/--3350 10 800 1 W20 3 6. n. 9 available In la or irate elate 5eetion P fin tl 11 800018100182DO#1124 16W9 Max width 146439 Max height Glazing 12/312023. No Yes Yes +34.401-36,30 available in top or intermediate section. Florida Department of Business & Professional Regulation Page l or Building Codes and :Standards 11si2iizl Product Approval Application Detail pp pP ' ' _. `_ >�' _s ..,:`'�„ig;: _' ,,_;i 'S. x� �•, Ae ��". '" ,.,r;.+� -°fir. r z ..'""sit ' ' "-,rY.� - T`-��"�`_,,t. )�„ z,. - �..�.:. ,-., �(:v:-.,, .. .,, :� ... .'_.�:...,n�'��z-•P^'��'�,Y3��1n.3K.,'gm,-`;iYr,:: `..:.3 'fix-.,s :.:-�,aX.`T`vn,, ., as"�".si, .s4u2'.'6R��2�vf&F�.=-#.:. Y"+aeY'�m•.c3r.v''^."ssY;:; Code Entity or Date Date Dato Pending Rate Tvoe Version frlanufedurer correct Encineer& License Validated liv Validated Submitted FBC Aopmval A,01-d Status Revision 2020 Curries Dlvisial of AAD4. Inc. Tom Raney UL LLC . Troy Bishop, P.E. 12M9/2020 121012o20 1221J2020 APpraied Category: Exterior boors 45411 494-2813 954) 947-0880- subdategaW. Extenor Door Components tan.renay�ass.atiloy.co Compliance Method: Certification Mark orUsing rn FL#1d837die Products : Quality Assurance Aonroiredfor Use Approved for Use IMD,ct Design g,p # Product Modal Numhar or Name Product De notran Contract Exoiranrm Date. In HVH2 Outside HVH2 Resistant Pressure 1 607, 707 727 747 75i 777 and 847 5ngla and Friars M' Flush. Glued,and Louvered single.nd pairs or I2+31QQ25: Yes Yes Yes NYA Doors hollow metal doers. Florida Department of Business & Professional Regulation Page&2 Building Codes and Standards IIV2o2a Product Approval Application Detail ��Rs�i"'# . _ A`� - • ` � �' `��: Fih �bf`��I��"n�"� 12 .c � .,m�'�""'`��' .act "� av �- dM��' "z1+ '�` y 'k Code En11W. Date Date Deta,Psndlnq net. Stag Version Manufacturer Contact Ehaineer&Licerrs... Validated By Validated Submitted FBC Aopmrai An� status - Rin,Aan 2020 MI Windows and Noe Brent Sithilgor American Architectural SteenM Unch: PE 10Y21)20 11P712020 11I27t2020 Approval Category: WlrideWS (717)365-.3300 M-fiecturers'Asaxiciatlon (717)317-8454 Subcategory-. gingle Hung bleitinger�lmi•Nd.cam Cempllartce Method: Certae stidn Mark or Listing QuaiiN Assurance Aepraved for Use Aooroved Por Use impact Dsign 3tu Product Model. Number or, Name product:D-110,len Cbrdraet 9.0nilion Data In HVHZ Outside HVHZ Reel. Pre- 2 165 SH 52x72 FlnfFlnhge Frame IG/SG Single Hung: 1010812023 No Yes Nt. +M-60 Laminated Glasa N (D I U) —Cu 05 L � Cl)C- O O = CU -0 O O O O W 0 E. C ._l-e U- .'� CU O E O ^' 2 W ca. C CU = `4 0 -0 . — J E Z Z W J Cn E W W w / CIO O L^� i� O � U O a_ cn ICU V W L5 W C Q z J Z Q J 11. SHEET N0: PA 1.0. 11: 1 I ;1, .,I 1: 1 .. 1 11. 1 1 -.- T- I Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 1125022 .Cosh Enttvor p@tg Date Date Pending Q�tg- rtl tetl B Validated Submitted BC AlNaroyat v g Status T e yerston manufacture Contadt Engineer&License Validated v F Revision 2020 Therma-Tru Corporation Steve Jasperenn LyndonF Schmidt,PE Ryan) King, P.E. 07123/2020 07M2=0 0712912020 1/1312020 Approved Category; Exterior Dews (800) 843-7628 PE-43409 (813) 767 6565 SupCategory: Swinging Exterior Door Assemblies g.spersan@tharmatru.eo Compliance Method: Evaluation Report from a m Florida Registered Architect or Licensed Florida O Professional Erelneer O FL#204Tb-R3 ProdJAM DuaINV.Assurange Aoprovetl for Use Aoorovetl for Use act 61J See'#. Product Model Nurn bar Or Mama. Product Descnation Contract Expiration Date In HVH2 Outside HVHZ si§tiara s 1 A Therma-Tru Fiber -Classic and Smooth -Star Nominal6'8 &quint lmpagt&qulxt; Opaque. 12P3112022 Yes Yes Yes NRL Gomppste.Edge Fiberglass Single Door Q' pit nng/0utawng, X configuration) tee C cc r...) CV Co 2 la Therma Tnl Fiber-Classlo and Smooth -Star Nominal to Edge &quint I ss Single Door Opaque 12i31f2022 Yes. a 71.ie yes Yes . 1+'J= X Composite Edge Fiberglass Single Door with N C tl. Li configu losvut tOub-w1 O X or OXO Ca (s) ( n9 rag, X , O �. V1 ..O CV � Oonfi orations g ) O $ e Therma-Tin Fiber-Dlassicand .Smgolti-Star Nominal 6'5 &quint Impact&quint Opaque i7J3112022 Yes Yea es � Nei N Composite Edge Fiberglass Double boor Wth or Y unthout Sidelnes(InsdvingJOutsanng; XX or OXXO 3 d configurations) pint a18&#39•g o Ion aIX& not Opaque 213t2022 Yes Vas Yes 4 d, Therms -I'm Fiber -Star Nominal omposite Edge Fiberglass Single Door1 = N O s'�+ (I nwingfOutsiwing, X configuration) 9 r..t -3 5. s.Therma-Tru Fiber -Class. and Smooth -Star Nominal 8'0&quoLlmpact&quint, Opaque 12/3112022 Yea _a Yes. Yes - N� i - Composite Edge Fiberglass single Door with O di Siderits(s) (InamrglOutsmng: XO, OXor OXO e.. Configurations) ='a a f: Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 &quint Impact&quot Opaque 12J31 2022 'Yes. Yes Yes Composite Edge Flberglass Double Door with A without Sidelnes(Inswing/Outswing XXtir OXXO G E conf g urat onsj Cp. O 7 g. Therma-Tru Fiber-Classlo and Smooth Star Nomirml66939;8&quotimpect&quot Glazed 1D31 r2022 Yes. Yes Yes f r 6.1 Composite Edge Fit erglass Single Door (InsvrtnglOutswing; X oorifiguration) 8 h.. Therma-Tru Pibm-Classic and Smooth -Star Nominal 6'8&quot.impact&quot, Glazed 1213lf2022 .Yes Yes Yes- NIA w Composite Edge Fiberglass Single Door rnth Sidelbags) (InswnglOutswrig; XO, OX., OXO configurations) 9 i. Therma Tru Fiber -Classic and; Smooth -Star Nominal6&#3Ra &quint impact&quat Glazed 1213112022 Yes Yes. Yes NIA. Composite Edge Fiberglass Double Door vAth or without Sidelnes (InevingfOutswtng XX or OXXO configurations) 10 j; Tnerma-Tru Fiber-Ctassle and Smooth -Star Nominal S&#390&quot,impact&qua1,Glazed. 12J31f2022 Yes,. Yes. Yes NIA Composite Edge Fiberglass: Single Door Ins tin IOutswin sr -X conf uratbn g s 11 k; Ttrei'ma-Tru Fiber=Classlo: antlsmooth-Star Nominal 8'4 &quotlmpact&qunt, Glazed 12l3112Q22 Yes i Yes Yes NfA Gomposne Edge Fiberglass Single Door loth SidelRe(s (In-Ar glOut-An_g; XO, OX or OXO configuratians) 12 I. Therma Tru Fiber -Classic and Smooth -Star Nominal WS9;0 &gJx;t impact&quo) Glazed 12/51/2022 Yes Yes Yes NIA Cbmposite:Edge Fiberglass Double Door with or without Sidefjtes(lnewinglpgtswmg XX of 0)0(0 configurations). 13 m,Therma-Tru Fiber.Classic and Smooth -Sear Nominal 6&#395&quotlmp..t&quint Opaque 12131=22 Yes Yes Yes NIA Composite Edge Fiberglass Single Door oath &quct;Non Imp&ct&quot, Sidslltz(si (Inswrig/Outsriingi XO OX or OXO cwfiguraiorl 14 n. Therma-Tru Fifer -Classic and Smooth -Star Nominal6'8 &quint Impact&quot Opaque •12131=22 :Yes Yes Yes NIA Composite Edge Fiberglass double Door with 8,quot;Non Impact&quot Sidelites(InsvwnglOutsWng; OXXO configurafron) 15 o: Therma Tru Fiber -Classic and: Smooth Star Nommal8'0 &quint Impact&quint Opaque 12131I2022 Yes Yes Yes NfA composite Edge Fiberglass Single Door with 8qu2n4c, Impact&quot, Sidelite(s) ins ri Out wi -XO O orOX0 configurations) ( sM gf s rag, X g ) 16 p-. Tbere - Ia and Smooth -Star Nominal 8394 & u tl pa.c.t.& uW Opaque, 12131222 yes Yes Yes WA CompositeEge Fiberglass Double Door with - &quol,Noh-Impact&quof Sidelites(Inssing/OutsWng OXXO conflguratioN 17 q. Therma Tru Fiber -Classic and Smooth -Star Nominal 6'8&quok N.r4rnract&quet Opaque 12131/2022 Yes Yes No WA Composite Edge Fiberglass Single We, (InswinglOuteoArit; X configuration) TB r. Therma Tru Fber-Classic and Srrooth-Star Nominal6&#3918 &quot Non-lmpaoAquot Opaque 12)3112922 Yes Yes No N!A Composite Edge Fiberglass Single Door With Sidelite(s) grua iinglOutsfmng, XO, OX eir OXO configurations} 19 A. Therma-Tru Filler -Classic and. Smooth -Star Nominal &quot Non-lmpaet&quot Opaque 12131f2022 Yes Yes No WA Composite Edge Fiberglass Daublc Door Wth or without Sidelnes(InswArefOuenving XX or OXXO configurations) 20 t Therma Tru Filler -Classic and Smooth Star Nominal 8'0 &quint Non-lmpact&quot Opaque. 1 WI12022 Yes Yes No NfA Composite Edge Fiberglass' Single Door (in hrGlOutsmting, X conf guratnon) 21.. u Therma-TwRber-Classoand Smooth -Star Nommal8'D&quotNon-lmpsct&quot:Opaque 12J3112022 Yes Yes No WA Composite Edge Fiberglass Single Door with SidelibinN pnswinglOutswiti ; XO, OX or OXO corlfiouratmns) 22 v Then—T. Fitter-Cf-io and Smooth -SF., Nominal 8&#390&quot Non-Impact&qunt, Opaque 12131/2022. Ye,. Yes No NIA Gofir posita Edge Fibarglass Double Door vith or without Sidehtes gnswmglOdtswing X(or OXXO configurations) 23 w Therma TruiFiber-Classic and 5n ooth-Star Nominal.0'8 "Non-Impact&quota. Glazed 12131I2022 Yes Yes No WA Composite Edge Fiberglass Single Door (I nswinglOutswing Xwniiguration) 24. x. Therma Tru Fiber -Classic and Smooth -Star Nominal 6&#39.8 &punt Non-Impact&quot, Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass single Door with Sidefse(s) (InsWN;0utswing; XO OXor OXO' configurations) 25 y.Therma-Tru Fiber -Classic and.Smoolh-Star Nominal 5'8&quot Non-Impact&quot, Glazed 123152022 Yes. Yes No WA Composite Edge Fiberglass Double Door with or without Sidetites (Inswing/Outswing; XX or OXXO wrrfigurationsj 26 z.Therma-7ru FlberCtaspic and Smooth -Star Nominal 8'0&quot Non-Impact&qudt;.Glazed 121'31l2022 Yes Yes No NIA Composite Edge Fibarglass Sirjgte Door (fnsvwng/Outswing X configuration) 27 ze.Thermo.-Tru Fiber GiRwid and.Smoothbtar Nominal 8'0&qupt Non micoAquot, Glazed 1213112022 Yes Yes No :NIA Composite Edge. F bergl,ss Single Door with adelke(s) (Inswing10utswnng.XO OX or OXO Configurations) 28 A. Therma-Tru Fiber -Classic and Smooth -Star No min at 8'0 &quot:Non-Impact" Glazed/2131/2022 Yes Yes No NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application. Detail Page 1 or 2 115rG21 4 Y 7 3' 2 � �nxr °f ,!'��,,r Yr ..1 4' SX 2e` +� Y �-.. x'�'5-a �xr�� s -n::-"�,�'.�4,,,..n'�-'-+-xfrva 1 1,-'; O:,.a.�,;,u,._�.0 , °:..�. ...w... a-eT-'-"_ c <.-,�::.�.?.,,r, e tta"' `l - code. ne tuv or Date Data Rare Pending Date In"'. V Ron Manufacturer contact Enninear&Liters, Validated Be VVolid� Submitted FBC Anervyal Aoordeti Status Bran Sitl a Is o Lomas Steve M. Uric PE IWW20 0 10106/2020 10fi92020 120512020 roped Rows on 2020 MI M(Indgws and Doors r t Ing r Lola Roberto aria.. n M h, 2 0 Apo Category: Extenor Doors f71713fi5.3300 PE-62514 i.717)317-8454 Subcategory: Slidlag Exterior Door Assemblies bsitlhger4nd vd com Compliance Method: Evaluation Report from a. Florida Registered Architect era' Licensed Florida Prores5ione1 Engineer PL?1T33'2-iieterodutt# : :. :: OtuNlty Assurance Apprwodfor Use Approved for use Impact Design Bed k WoductModel: Numberer Name Product Descrlo[lon Cgniract Ezohatlon Dale Int HVHZ Outside XVNZ gut Pressure i SERIES 420ALUMINUM SGD SERIES 420 ALU MINU M SGD OXO 12131G024 No Yes No NJA 145-3/4&quotz80&.quint; NON -REINFORCED 2 .SERIES 420ALUMINUM SGD SERIES420ALUMINUMSGDOX.XO,XX 121312024 No Yes No NA 96&qu.t;x 80&quot NON -REINFORCED EIN 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUM INUMBGOREIPIFORCEODXO 12/31/2024 No Yes No NJA 145.314&qu ot:x96&quct; 4 SERIES 420, ALUMINUM SGD REINFORCED SERIES 420 ALUMINUMSGD REINFORCED OX 12131/2024 No: Yes No N!A XO.XX96"x96&quint; 5 SERIES d20ALUMINUMSGDREiNFORCED: SERIES 420 ALUMINUM SOD REINFORCED XXX 121312024 No Yes No. WA 143&qutt;x98&gook; Florida Department of Business B Professional Regulation P.gei pit Building Codes and Standards IM2021 Product Approval Application Detail PP a� a v � xa � - u�r- ems.,"a.*s...f.. �::.�..-,.-x.,4-.,.u.s.., ^� - ... r. .,- -.. .. h.--Y`„¢� ,�,a.. a°�e$4a4•u� .. . p. . �- ... -.�. x��_+^J. s:-� ..F,1.,.--,... ._. - .. � n.:.... A....- r.'W4„m�..T Via._ �.. ,-. _.�.' ..a:cods. Entity or I E Us Rate Remind, Data a T�D' Y-.t$to 1 Manufselurer Contact Entalneer& License Validated By VaIidated Submitted FBCApnrovl r'od sstatus Oman Kentish John E. Scale J fire P. Arneson P.E. i w d W n b Iran tllvl Wit of m atlo e s e Y 10I12,2D20 b92gJ2020 02312020 12ff512020 ra±e Revision 2P20 ay O Y APp Corporation (330)763-8121 PE-51737 (904)821-5200 Cafegery E to r Doors Okomishwayne-dalteri c SubCat g rv: G.dxnal Extarler Door Aseeniblre9. om CP1 anMethod! Evluation Report frm a Honda Registered Architect or a Licensed Fiends Professional Engineer f Lmz2 8-R20 Roduots :. Quality Assurance Approved far Use Poroved for Use 0 Stu A A Impact i sea % Produrt Model, Numtierot Name Product Descrladon Contract FWratim Date In HVHZ Outside HVH Resistant Ar sdrum 3 8000/8100/8200#1105 9&0g; Max width. 14035: Mex helght. Glazing 1263112023 No Yes Yes +31,00/-35:00. evallabfein lop Or Intemledlate seetlan 4 !S0 8 0 #112 1 8.#Z9 Moxwidth 14&#39 MAX hei t GIa21n 12Ql QQ23. No Yes Yes. +30,00/--3350 10 800 1 W20 3 6. n. 9 available In la or irate elate 5eetion P fin tl 11 800018100182DO#1124 16W9 Max width 146439 Max height Glazing 12/312023. No Yes Yes +34.401-36,30 available in top or intermediate section. Florida Department of Business & Professional Regulation Page l or Building Codes and :Standards 11si2iizl Product Approval Application Detail pp pP ' ' _. `_ >�' _s ..,:`'�„ig;: _' ,,_;i 'S. x� �•, Ae ��". '" ,.,r;.+� -°fir. r z ..'""sit ' ' "-,rY.� - T`-��"�`_,,t. )�„ z,. - �..�.:. ,-., �(:v:-.,, .. .,, :� ... .'_.�:...,n�'��z-•P^'��'�,Y3��1n.3K.,'gm,-`;iYr,:: `..:.3 'fix-.,s :.:-�,aX.`T`vn,, ., as"�".si, .s4u2'.'6R��2�vf&F�.=-#.:. Y"+aeY'�m•.c3r.v''^."ssY;:; Code Entity or Date Date Dato Pending Rate Tvoe Version frlanufedurer correct Encineer& License Validated liv Validated Submitted FBC Aopmval A,01-d Status Revision 2020 Curries Dlvisial of AAD4. Inc. Tom Raney UL LLC . Troy Bishop, P.E. 12M9/2020 121012o20 1221J2020 APpraied Category: Exterior boors 45411 494-2813 954) 947-0880- subdategaW. Extenor Door Components tan.renay�ass.atiloy.co Compliance Method: Certification Mark orUsing rn FL#1d837die Products : Quality Assurance Aonroiredfor Use Approved for Use IMD,ct Design g,p # Product Modal Numhar or Name Product De notran Contract Exoiranrm Date. In HVH2 Outside HVH2 Resistant Pressure 1 607, 707 727 747 75i 777 and 847 5ngla and Friars M' Flush. Glued,and Louvered single.nd pairs or I2+31QQ25: Yes Yes Yes NYA Doors hollow metal doers. Florida Department of Business & Professional Regulation Page&2 Building Codes and Standards IIV2o2a Product Approval Application Detail ��Rs�i"'# . _ A`� - • ` � �' `��: Fih �bf`��I��"n�"� 12 .c � .,m�'�""'`��' .act "� av �- dM��' "z1+ '�` y 'k Code En11W. Date Date Deta,Psndlnq net. Stag Version Manufacturer Contact Ehaineer&Licerrs... Validated By Validated Submitted FBC Aopmrai An� status - Rin,Aan 2020 MI Windows and Noe Brent Sithilgor American Architectural SteenM Unch: PE 10Y21)20 11P712020 11I27t2020 Approval Category: WlrideWS (717)365-.3300 M-fiecturers'Asaxiciatlon (717)317-8454 Subcategory-. gingle Hung bleitinger�lmi•Nd.cam Cempllartce Method: Certae stidn Mark or Listing QuaiiN Assurance Aepraved for Use Aooroved Por Use impact Dsign 3tu Product Model. Number or, Name product:D-110,len Cbrdraet 9.0nilion Data In HVHZ Outside HVHZ Reel. Pre- 2 165 SH 52x72 FlnfFlnhge Frame IG/SG Single Hung: 1010812023 No Yes Nt. +M-60 Laminated Glasa N (D I U) —Cu 05 L � Cl)C- O O = CU -0 O O O O W 0 E. C ._l-e U- .'� CU O E O ^' 2 W ca. C CU = `4 0 -0 . — J E Z Z W J Cn E W W w / CIO O L^� i� O � U O a_ cn ICU V W L5 W C Q z J Z Q J 11. SHEET N0: PA 1.0. 11: 1 I ;1, .,I 1: 1 .. 1 11. 1 1 -.- T- I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application. Detail Page 1 or 2 115rG21 4 Y 7 3' 2 � �nxr °f ,!'��,,r Yr ..1 4' SX 2e` +� Y �-.. x'�'5-a �xr�� s -n::-"�,�'.�4,,,..n'�-'-+-xfrva 1 1,-'; O:,.a.�,;,u,._�.0 , °:..�. ...w... a-eT-'-"_ c <.-,�::.�.?.,,r, e tta"' `l - code. ne tuv or Date Data Rare Pending Date In"'. V Ron Manufacturer contact Enninear&Liters, Validated Be VVolid� Submitted FBC Anervyal Aoordeti Status Bran Sitl a Is o Lomas Steve M. Uric PE IWW20 0 10106/2020 10fi92020 120512020 roped Rows on 2020 MI M(Indgws and Doors r t Ing r Lola Roberto aria.. n M h, 2 0 Apo Category: Extenor Doors f71713fi5.3300 PE-62514 i.717)317-8454 Subcategory: Slidlag Exterior Door Assemblies bsitlhger4nd vd com Compliance Method: Evaluation Report from a. Florida Registered Architect era' Licensed Florida Prores5ione1 Engineer PL?1T33'2-iieterodutt# : :. :: OtuNlty Assurance Apprwodfor Use Approved for use Impact Design Bed k WoductModel: Numberer Name Product Descrlo[lon Cgniract Ezohatlon Dale Int HVHZ Outside XVNZ gut Pressure i SERIES 420ALUMINUM SGD SERIES 420 ALU MINU M SGD OXO 12131G024 No Yes No NJA 145-3/4&quotz80&.quint; NON -REINFORCED 2 .SERIES 420ALUMINUM SGD SERIES420ALUMINUMSGDOX.XO,XX 121312024 No Yes No NA 96&qu.t;x 80&quot NON -REINFORCED EIN 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUM INUMBGOREIPIFORCEODXO 12/31/2024 No Yes No NJA 145.314&qu ot:x96&quct; 4 SERIES 420, ALUMINUM SGD REINFORCED SERIES 420 ALUMINUMSGD REINFORCED OX 12131/2024 No: Yes No N!A XO.XX96"x96&quint; 5 SERIES d20ALUMINUMSGDREiNFORCED: SERIES 420 ALUMINUM SOD REINFORCED XXX 121312024 No Yes No. WA 143&qutt;x98&gook; Florida Department of Business B Professional Regulation P.gei pit Building Codes and Standards IM2021 Product Approval Application Detail PP a� a v � xa � - u�r- ems.,"a.*s...f.. �::.�..-,.-x.,4-.,.u.s.., ^� - ... r. .,- -.. .. h.--Y`„¢� ,�,a.. a°�e$4a4•u� .. . p. . �- ... -.�. x��_+^J. s:-� ..F,1.,.--,... ._. - .. � n.:.... A....- r.'W4„m�..T Via._ �.. ,-. _.�.' ..a:cods. Entity or I E Us Rate Remind, Data a T�D' Y-.t$to 1 Manufselurer Contact Entalneer& License Validated By VaIidated Submitted FBCApnrovl r'od sstatus Oman Kentish John E. Scale J fire P. Arneson P.E. i w d W n b Iran tllvl Wit of m atlo e s e Y 10I12,2D20 b92gJ2020 02312020 12ff512020 ra±e Revision 2P20 ay O Y APp Corporation (330)763-8121 PE-51737 (904)821-5200 Cafegery E to r Doors Okomishwayne-dalteri c SubCat g rv: G.dxnal Extarler Door Aseeniblre9. om CP1 anMethod! Evluation Report frm a Honda Registered Architect or a Licensed Fiends Professional Engineer f Lmz2 8-R20 Roduots :. Quality Assurance Approved far Use Poroved for Use 0 Stu A A Impact i sea % Produrt Model, Numtierot Name Product Descrladon Contract FWratim Date In HVHZ Outside HVH Resistant Ar sdrum 3 8000/8100/8200#1105 9&0g; Max width. 14035: Mex helght. Glazing 1263112023 No Yes Yes +31,00/-35:00. evallabfein lop Or Intemledlate seetlan 4 !S0 8 0 #112 1 8.#Z9 Moxwidth 14&#39 MAX hei t GIa21n 12Ql QQ23. No Yes Yes. +30,00/--3350 10 800 1 W20 3 6. n. 9 available In la or irate elate 5eetion P fin tl 11 800018100182DO#1124 16W9 Max width 146439 Max height Glazing 12/312023. No Yes Yes +34.401-36,30 available in top or intermediate section. Florida Department of Business & Professional Regulation Page l or Building Codes and :Standards 11si2iizl Product Approval Application Detail pp pP ' ' _. `_ >�' _s ..,:`'�„ig;: _' ,,_;i 'S. x� �•, Ae ��". '" ,.,r;.+� -°fir. r z ..'""sit ' ' "-,rY.� - T`-��"�`_,,t. )�„ z,. - �..�.:. ,-., �(:v:-.,, .. .,, :� ... .'_.�:...,n�'��z-•P^'��'�,Y3��1n.3K.,'gm,-`;iYr,:: `..:.3 'fix-.,s :.:-�,aX.`T`vn,, ., as"�".si, .s4u2'.'6R��2�vf&F�.=-#.:. Y"+aeY'�m•.c3r.v''^."ssY;:; Code Entity or Date Date Dato Pending Rate Tvoe Version frlanufedurer correct Encineer& License Validated liv Validated Submitted FBC Aopmval A,01-d Status Revision 2020 Curries Dlvisial of AAD4. Inc. Tom Raney UL LLC . Troy Bishop, P.E. 12M9/2020 121012o20 1221J2020 APpraied Category: Exterior boors 45411 494-2813 954) 947-0880- subdategaW. Extenor Door Components tan.renay�ass.atiloy.co Compliance Method: Certification Mark orUsing rn FL#1d837die Products : Quality Assurance Aonroiredfor Use Approved for Use IMD,ct Design g,p # Product Modal Numhar or Name Product De notran Contract Exoiranrm Date. In HVH2 Outside HVH2 Resistant Pressure 1 607, 707 727 747 75i 777 and 847 5ngla and Friars M' Flush. Glued,and Louvered single.nd pairs or I2+31QQ25: Yes Yes Yes NYA Doors hollow metal doers. Florida Department of Business & Professional Regulation Page&2 Building Codes and Standards IIV2o2a Product Approval Application Detail ��Rs�i"'# . _ A`� - • ` � �' `��: Fih �bf`��I��"n�"� 12 .c � .,m�'�""'`��' .act "� av �- dM��' "z1+ '�` y 'k Code En11W. Date Date Deta,Psndlnq net. Stag Version Manufacturer Contact Ehaineer&Licerrs... Validated By Validated Submitted FBC Aopmrai An� status - Rin,Aan 2020 MI Windows and Noe Brent Sithilgor American Architectural SteenM Unch: PE 10Y21)20 11P712020 11I27t2020 Approval Category: WlrideWS (717)365-.3300 M-fiecturers'Asaxiciatlon (717)317-8454 Subcategory-. gingle Hung bleitinger�lmi•Nd.cam Cempllartce Method: Certae stidn Mark or Listing QuaiiN Assurance Aepraved for Use Aooroved Por Use impact Dsign 3tu Product Model. Number or, Name product:D-110,len Cbrdraet 9.0nilion Data In HVHZ Outside HVHZ Reel. Pre- 2 165 SH 52x72 FlnfFlnhge Frame IG/SG Single Hung: 1010812023 No Yes Nt. +M-60 Laminated Glasa N (D I U) —Cu 05 L � Cl)C- O O = CU -0 O O O O W 0 E. C ._l-e U- .'� CU O E O ^' 2 W ca. C CU = `4 0 -0 . — J E Z Z W J Cn E W W w / CIO O L^� i� O � U O a_ cn ICU V W L5 W C Q z J Z Q J 11. SHEET N0: PA 1.0. 11: 1 I ;1, .,I 1: 1 .. 1 11. 1 1 -.- T- I Florida Department of Business B Professional Regulation P.gei pit Building Codes and Standards IM2021 Product Approval Application Detail PP a� a v � xa � - u�r- ems.,"a.*s...f.. �::.�..-,.-x.,4-.,.u.s.., ^� - ... r. .,- -.. .. h.--Y`„¢� ,�,a.. a°�e$4a4•u� .. . p. . �- ... -.�. x��_+^J. s:-� ..F,1.,.--,... ._. - .. � n.:.... A....- r.'W4„m�..T Via._ �.. ,-. _.�.' ..a:cods. Entity or I E Us Rate Remind, Data a T�D' Y-.t$to 1 Manufselurer Contact Entalneer& License Validated By VaIidated Submitted FBCApnrovl r'od sstatus Oman Kentish John E. Scale J fire P. Arneson P.E. i w d W n b Iran tllvl Wit of m atlo e s e Y 10I12,2D20 b92gJ2020 02312020 12ff512020 ra±e Revision 2P20 ay O Y APp Corporation (330)763-8121 PE-51737 (904)821-5200 Cafegery E to r Doors Okomishwayne-dalteri c SubCat g rv: G.dxnal Extarler Door Aseeniblre9. om CP1 anMethod! Evluation Report frm a Honda Registered Architect or a Licensed Fiends Professional Engineer f Lmz2 8-R20 Roduots :. Quality Assurance Approved far Use Poroved for Use 0 Stu A A Impact i sea % Produrt Model, Numtierot Name Product Descrladon Contract FWratim Date In HVHZ Outside HVH Resistant Ar sdrum 3 8000/8100/8200#1105 9&0g; Max width. 14035: Mex helght. Glazing 1263112023 No Yes Yes +31,00/-35:00. evallabfein lop Or Intemledlate seetlan 4 !S0 8 0 #112 1 8.#Z9 Moxwidth 14&#39 MAX hei t GIa21n 12Ql QQ23. No Yes Yes. +30,00/--3350 10 800 1 W20 3 6. n. 9 available In la or irate elate 5eetion P fin tl 11 800018100182DO#1124 16W9 Max width 146439 Max height Glazing 12/312023. No Yes Yes +34.401-36,30 available in top or intermediate section. Florida Department of Business & Professional Regulation Page l or Building Codes and :Standards 11si2iizl Product Approval Application Detail pp pP ' ' _. `_ >�' _s ..,:`'�„ig;: _' ,,_;i 'S. x� �•, Ae ��". '" ,.,r;.+� -°fir. r z ..'""sit ' ' "-,rY.� - T`-��"�`_,,t. )�„ z,. - �..�.:. ,-., �(:v:-.,, .. .,, :� ... .'_.�:...,n�'��z-•P^'��'�,Y3��1n.3K.,'gm,-`;iYr,:: `..:.3 'fix-.,s :.:-�,aX.`T`vn,, ., as"�".si, .s4u2'.'6R��2�vf&F�.=-#.:. Y"+aeY'�m•.c3r.v''^."ssY;:; Code Entity or Date Date Dato Pending Rate Tvoe Version frlanufedurer correct Encineer& License Validated liv Validated Submitted FBC Aopmval A,01-d Status Revision 2020 Curries Dlvisial of AAD4. Inc. Tom Raney UL LLC . Troy Bishop, P.E. 12M9/2020 121012o20 1221J2020 APpraied Category: Exterior boors 45411 494-2813 954) 947-0880- subdategaW. Extenor Door Components tan.renay�ass.atiloy.co Compliance Method: Certification Mark orUsing rn FL#1d837die Products : Quality Assurance Aonroiredfor Use Approved for Use IMD,ct Design g,p # Product Modal Numhar or Name Product De notran Contract Exoiranrm Date. In HVH2 Outside HVH2 Resistant Pressure 1 607, 707 727 747 75i 777 and 847 5ngla and Friars M' Flush. Glued,and Louvered single.nd pairs or I2+31QQ25: Yes Yes Yes NYA Doors hollow metal doers. Florida Department of Business & Professional Regulation Page&2 Building Codes and Standards IIV2o2a Product Approval Application Detail ��Rs�i"'# . _ A`� - • ` � �' `��: Fih �bf`��I��"n�"� 12 .c � .,m�'�""'`��' .act "� av �- dM��' "z1+ '�` y 'k Code En11W. Date Date Deta,Psndlnq net. Stag Version Manufacturer Contact Ehaineer&Licerrs... Validated By Validated Submitted FBC Aopmrai An� status - Rin,Aan 2020 MI Windows and Noe Brent Sithilgor American Architectural SteenM Unch: PE 10Y21)20 11P712020 11I27t2020 Approval Category: WlrideWS (717)365-.3300 M-fiecturers'Asaxiciatlon (717)317-8454 Subcategory-. gingle Hung bleitinger�lmi•Nd.cam Cempllartce Method: Certae stidn Mark or Listing QuaiiN Assurance Aepraved for Use Aooroved Por Use impact Dsign 3tu Product Model. Number or, Name product:D-110,len Cbrdraet 9.0nilion Data In HVHZ Outside HVHZ Reel. Pre- 2 165 SH 52x72 FlnfFlnhge Frame IG/SG Single Hung: 1010812023 No Yes Nt. +M-60 Laminated Glasa N (D I U) —Cu 05 L � Cl)C- O O = CU -0 O O O O W 0 E. C ._l-e U- .'� CU O E O ^' 2 W ca. C CU = `4 0 -0 . — J E Z Z W J Cn E W W w / CIO O L^� i� O � U O a_ cn ICU V W L5 W C Q z J Z Q J 11. SHEET N0: PA 1.0. 11: 1 I ;1, .,I 1: 1 .. 1 11. 1 1 -.- T- I Florida Department of Business & Professional Regulation Page l or Building Codes and :Standards 11si2iizl Product Approval Application Detail pp pP ' ' _. `_ >�' _s ..,:`'�„ig;: _' ,,_;i 'S. x� �•, Ae ��". '" ,.,r;.+� -°fir. r z ..'""sit ' ' "-,rY.� - T`-��"�`_,,t. )�„ z,. - �..�.:. ,-., �(:v:-.,, .. .,, :� ... .'_.�:...,n�'��z-•P^'��'�,Y3��1n.3K.,'gm,-`;iYr,:: `..:.3 'fix-.,s :.:-�,aX.`T`vn,, ., as"�".si, .s4u2'.'6R��2�vf&F�.=-#.:. Y"+aeY'�m•.c3r.v''^."ssY;:; Code Entity or Date Date Dato Pending Rate Tvoe Version frlanufedurer correct Encineer& License Validated liv Validated Submitted FBC Aopmval A,01-d Status Revision 2020 Curries Dlvisial of AAD4. Inc. Tom Raney UL LLC . Troy Bishop, P.E. 12M9/2020 121012o20 1221J2020 APpraied Category: Exterior boors 45411 494-2813 954) 947-0880- subdategaW. Extenor Door Components tan.renay�ass.atiloy.co Compliance Method: Certification Mark orUsing rn FL#1d837die Products : Quality Assurance Aonroiredfor Use Approved for Use IMD,ct Design g,p # Product Modal Numhar or Name Product De notran Contract Exoiranrm Date. In HVH2 Outside HVH2 Resistant Pressure 1 607, 707 727 747 75i 777 and 847 5ngla and Friars M' Flush. Glued,and Louvered single.nd pairs or I2+31QQ25: Yes Yes Yes NYA Doors hollow metal doers. Florida Department of Business & Professional Regulation Page&2 Building Codes and Standards IIV2o2a Product Approval Application Detail ��Rs�i"'# . _ A`� - • ` � �' `��: Fih �bf`��I��"n�"� 12 .c � .,m�'�""'`��' .act "� av �- dM��' "z1+ '�` y 'k Code En11W. Date Date Deta,Psndlnq net. Stag Version Manufacturer Contact Ehaineer&Licerrs... Validated By Validated Submitted FBC Aopmrai An� status - Rin,Aan 2020 MI Windows and Noe Brent Sithilgor American Architectural SteenM Unch: PE 10Y21)20 11P712020 11I27t2020 Approval Category: WlrideWS (717)365-.3300 M-fiecturers'Asaxiciatlon (717)317-8454 Subcategory-. gingle Hung bleitinger�lmi•Nd.cam Cempllartce Method: Certae stidn Mark or Listing QuaiiN Assurance Aepraved for Use Aooroved Por Use impact Dsign 3tu Product Model. Number or, Name product:D-110,len Cbrdraet 9.0nilion Data In HVHZ Outside HVHZ Reel. Pre- 2 165 SH 52x72 FlnfFlnhge Frame IG/SG Single Hung: 1010812023 No Yes Nt. +M-60 Laminated Glasa N (D I U) —Cu 05 L � Cl)C- O O = CU -0 O O O O W 0 E. C ._l-e U- .'� CU O E O ^' 2 W ca. C CU = `4 0 -0 . — J E Z Z W J Cn E W W w / CIO O L^� i� O � U O a_ cn ICU V W L5 W C Q z J Z Q J 11. SHEET N0: PA 1.0. 11: 1 I ;1, .,I 1: 1 .. 1 11. 1 1 -.- T- I Florida Department of Business & Professional Regulation Page&2 Building Codes and Standards IIV2o2a Product Approval Application Detail ��Rs�i"'# . _ A`� - • ` � �' `��: Fih �bf`��I��"n�"� 12 .c � .,m�'�""'`��' .act "� av �- dM��' "z1+ '�` y 'k Code En11W. Date Date Deta,Psndlnq net. Stag Version Manufacturer Contact Ehaineer&Licerrs... Validated By Validated Submitted FBC Aopmrai An� status - Rin,Aan 2020 MI Windows and Noe Brent Sithilgor American Architectural SteenM Unch: PE 10Y21)20 11P712020 11I27t2020 Approval Category: WlrideWS (717)365-.3300 M-fiecturers'Asaxiciatlon (717)317-8454 Subcategory-. gingle Hung bleitinger�lmi•Nd.cam Cempllartce Method: Certae stidn Mark or Listing QuaiiN Assurance Aepraved for Use Aooroved Por Use impact Dsign 3tu Product Model. Number or, Name product:D-110,len Cbrdraet 9.0nilion Data In HVHZ Outside HVHZ Reel. Pre- 2 165 SH 52x72 FlnfFlnhge Frame IG/SG Single Hung: 1010812023 No Yes Nt. +M-60 Laminated Glasa N (D I U) —Cu 05 L � Cl)C- O O = CU -0 O O O O W 0 E. C ._l-e U- .'� CU O E O ^' 2 W ca. C CU = `4 0 -0 . — J E Z Z W J Cn E W W w / CIO O L^� i� O � U O a_ cn ICU V W L5 W C Q z J Z Q J 11. SHEET N0: PA 1.0. 11: 1 I ;1, .,I 1: 1 .. 1 11. 1 1 -.- T- I E Z Z W J Cn E W W w / CIO O L^� i� O � U O a_ cn ICU V W L5 W C Q z J Z Q J 11. SHEET N0: PA 1.0. 11: 1 I ;1, .,I 1: 1 .. 1 11. 1 1 -.- T- I 11: 1 I ;1, .,I 1: 1 .. 1 11. 1 1 -.- T- I I _11�i` (1) Q) I C_ I Florida Department of Business & Professional Regulation Page 6 of 9 Florida Department of Business & Professional Regulation Pepl oft Florida Department of Business &Professional Regulation Pass 1 at I Florida Department of Business & Professional Regulation Page I or 2 - M a) -f.- 0 -0 > Building Codes and Standards 1OM22 BuildingCondes and Standards i&2021 Building Codes and Standards M12021 Building Codes and Standards 1 02021 = =3 0 ".' Q Product Approval Application Detail Product Approval Application Data [I Product Approval Application Detail Product Approval Application Detail 2 L_ = -a CL a) 0 � -1- I - .' I - I I ' " " � gr ggZ,ifggV"W_-gip?' t'-w1ZL"Rmw�,"n'V�- - �_ MIN' I ' ., _ , '), . 'N '5f, � I , � �91' " 011 "k 2121%MR (D CL 0 L_ Qodc Entity a Date Date DaterFending Date 2NI , ". I , Code - = C5 -0 CL - TVIde Version Manufacture Contact Efircifireder-8,Ucentse Validated 8 Validated Submitted Far Approval Approved status cents lVD. vointiolt Mamufacitintir 2,011h, P&A U. i Petition, Dals, Contact Enall-r1k Validated By Validated Submitted FBC Appronial Code TV-- version Wilwalfill.tuter Entity or Date Data owe Randin. Date Contact E,.in..,& License Validated Ev V.11datig! sulthrimpshel FRC Arignotal Status T vent'jon MAnuilis"Wie, Entil Date Date owe PrindI Contact En.1-hr& Licaser, Validated By Validated Submitted FRC arifil Date Aruh statig, . - .4-0 a) (1) P-isi.n 20'20 ThemT. Cwporsibon stcAn, J.sp...A Lyndon F. Seb nnict P. F Ryon J� King: RE 1 WOM021 0911812D21 1011 3�2021 1211512021 Approved License Apprawfil Status Apffna�iid R.,ts.r, 2020 MI Whd-s and Dwara; kretritStbirger 0) 0 -I.., U) := Qategory: alairfor Mom (800) 843-7628 RE-43409 (813) 767-6555 Affirmation 2020 PGTIn&.t,l- J..e R.s.-Irl K.mr-D.d. 8CC0 - CER Mi.nni BCCO - VAL 11105J2020 11,05MM WIV2020 Appro,red 315-2590 R.vrla, 2020 MI Windms and Door$ Category. Windows Brent Sillinger Arrimn- Archt-Infill Steven A bill PE 1WHY2020 10106/2020 10tlaM20 Approved T1 7) 385-3300 M-fartun.rr A.ech,than i717)317-8454 Category: Wind- Amer- Ar.lusel Steven M, I PE 11/27J2020 11/2MO20 (717) 365-3300 M ... ibstur-Assoclation i7l7)317-8454 11Q&12020 Apipl.red = CU - Subcategory: Swinging Ectordw Door AssamilAies sjasperson@thermalruLoo Category: Windcsv, (941),1864100 (786) i bsIt1hprA_mIa,d.cws thutiCattgory: Fixect :sffllngd*m,wd.cn � =3 cc U) I Compliance Method: Evaluation Report from a m Subcategory: SI,gh. Hung IrowtildQpgUndustrieso Subcategory-. Hodl Slida Ournpliance Metfied; Certification Mark cir-Listing W -0 0 -0 2Fornia Registered Architect ora Licensed Florida Compliance Method: Carthosima Merl, or Latina .in ComplIarim Method.- Carfificariern Mark er-Liating -= -0 efessional Engineer FL*M-R28Pmd,p IFIL015351-RU Pi.d..Its PLWSM9-Rld Produdill, C 0 -2 a) FL#20461-R7 Products Qualita Assurance AegrayBd for Use Approved for Use thrurset Drell Quality Assurance Apturtivirdfoirthin, Actuated far Use Inuract Damon slingli, Assurance Araph-ed for gas A,,,,,d for Us, I-- L_ = 0 0 CD ��: Quality ASSurs n ca L%pr'm_dla,U,e Apiarri-dfor-Use Impact D-ian Sepo Product Model. Nurnber or Name 1 Coe In HVHZ Outelde HVH Resistant Pressure S.-At Product fifingthil Number or Product Da-Inlign Contract E,hatafin 04, ,. HVHZ Outside III Inishetant Pressure $M# Product Model, Number or- Name arourl glescrip"o Contract Explurtion Date In HVHZ Outside KVHZ Rislymnit Arresurs - = - Seq # Product Model, Num ber or Name Product Description Contract Expiration Date in HVI outside HVPIZ Resistant Pressium 2 SH5500 (Large Misslia Impact) Vinyl single Hung Wndc� 07M)2025 yes yes yes tI)A 1 I as Pug 73 x 72 Invul.ted Glass 04/0312023 No No 6 a 0 LA_ = - I HS 1414 Fin and Meng. I 75.62 I mmisted class 02116J2024 No Yes No 1551-35 Ift L = . M CU I a, Therme-Tfut Fiber-Cfassic and Smooth -Star Nominal Mill &qJo:;Nwr-lrnpzmt&quot Opaque 12t3112022 No yes No NIA 4%4 -6-0 114- 0 Composite Edge Fibegliteer Single Door 4= .0 = CU C) > 2 le Therrin.-Tnu Fibor-Cl ... 1. .Ad Snn..th-Sa, in.wingfOutswing; X configunintion) Nominal 66#30;8 &quot Non-ImpapAquot; Opaque 128112022 No Yes NO NIA C%J 'E" U) - I Composite Edge Fiberglass Single Doorwith Z. L" W Sidelite(s) (InswngtOutswng, XO, OX or OXO _r - L � U) " -4-0 0- Winfigunrf"na) W_ - I _= CL . cn - CU D_ 3 CL Therm.-Tru Flo,r-Clasm and Srrm.th-Ste, Ncmi,.l 68939:8 squatiblon-lAripactiiLquot Opaque I 2/31f2O22 No yes No NIA tj CL = :; '0 ,-- C Co -6-1, Fiberglass Composite Edge Double Door Wit, or M -0 P- = U) < I Without Sichelites �Insrvong*utvatinlj� XX or OXXO _J _; E2 = -0 . - I 4 d. Therma-Tru Fibes-Cessic and Smsporth-Star configurations) Nominal 78#N:0 SquobNom-[mrd5pt&qUot; Opaque 1213112022 No Yes No INA =1 - -T cc . - I r'; -1= Composite Edge Fiberglass Single Dow 5 'L Twmw-T. Fibler-Classic and Sm..Itfi-Sta, (Insvong/Outawing; X configunibm) Nominal 7&039,0 &quct Non-Impat8cluM Opaque IM112M Composite Edge Fio,irgistse Single Door �fth No Y- No WA .-CC .1 - �� - - .:3: _!� W Schelill ObsvAnglOut�vang: XO, OX or OXO CL) =. _= .3: E - :e configurations) 0! 6 f Therma-Tru Fiber,Classic and Smooth -Star Nominal 8&0"Nw,[mpac:t&cul Opaque 1213112022 No vs. No NIA Florida Departmend of Business & Professional Regulation page I at Florida Department of Business & Professional Regulation page I al Florida Department of Business & Professional Regulation r , =CD ,a 1 �ff Composite r dge pI benglass, Sing I- Door (I-AnglOutswing. X Building Codes and Standards IWQZi Building Codes and Standards 1 �512021 Building Codes and Standards - at A?� ourrifitiluration) �6 7 9� Th.mr-no-Tru File.,01-he .Ad Smopith-Steir Nominal B&939;0 "Non-Impirqt&qwo;; Opaque 12131 t2022 No Yes No Nia, cu W =3 .� Ccrnpo*ites Edge Fiberse-5intil. DorarvAth Product Approval Application Detail ProdUCtApproVat Application Detail Product Approval Application Detail w -= _ = &delite(s)(InsiMnglOuts*ng;XO,OXorOX0 I 1. .1-03--1 1-1-1 RM- "'OUP i";1_21040 it _;_1W--'='U_X ' il confi gurations) 8 h. Therma-Tru Fiber-Classlo and Smoth-Star Nominal 89#39;0 &quct;Non-Impaet8.quot,, Opaque 1261/2022 No yes No 41A Ct,milosite Edge Fiberglass Double Door With or Without Sdeftes, (Inswi,WOurte,vi"; XY,w OXXO Code 1"P, V-Pin 10-fact-, EnIft, . Urit, Predin. . We 2" Date Ceri'd Drahn-9 Wov- Validated Etv Validated Shulorrittad Fad Ashouturri A,PrPv.d status C.d. T Wralwn M,n,f,,t,- L"," 91,�m'W_- AI , ---R, cp' - ek Entilla . Data Date P.,din, out. loale contact Encinerr& Licarmse V.11dalail R, V.1ic*,d Sarbraided Fl�c Apifiranatl Approve status Code 7%,Dl Vorillop Manufacturer __��_ Earrill .1 Data par- Prenifle. a E 2" Oat- Contact Enalneer & Leemse Validated By Validated %befirki FBC Appravel Purproved 9- S 4 9 L Theml Fiber -Classic and Snifooth-Star cantgurationg) Nominal 88OWS 4quct:Non-1 mpact&quot Glazecl 12/aV2022 No Yes No N/A Affifirriation 2D2G PGT Industries J.. R.s..ski mi'rni�D.d. SCCO - CER Miami -Cade BCCO - VAL IIM)2D20 I I #)5=20 1111112020 Appr-d R.'s".. 2020 MI Wind -a aid I).- BrentShfinger L.Is R Lorn., PF Steven M. Lklch� F9 imBi2020' iplamfi2o 1011042020 1211,5J2020 Approved Affirmation 2020 PGTlnd1hI.S J.ms Rm-niki P1I.nrtD.ds ECCO - CER Mi."-D.de BCCO - VAL I i,05/2020 1IM/2020 I iti M20 APPIN-L C.mpoeitai Edge Fiberglass Single Door Category: Wind- 041) 486-01 00 (786) 315-2590 Cat.gwy! Wind -a (?17) 366-3300 PE-G2614 (717i 317-8454 Cat.g.ury, Wnd.,v, (941) 486-I (786) 315-2590 0 Ins�nihp[Outr�ng: Xcenfiguration) th.bcst.g.,to Fir.ad ftescresdooglinduarleac subc.l.ginry, M.111.1 lesitling.'refirivo-com sotte'ligsury: Miullions, resmolopolindustiftee - 10 J_ Therma-Tru Fiber-GIWISIC and Smooth -Star Nominal 5&#39 8 "Non-I mpact&qUat; Glazed 12131J2022 Composite Edge Fiberglass Single Door ��Alhi No yes No NIA C.implisne.filathw! Cartillest.tr Me,* or Listing on, Cohnialke- Mottruad: Evaluation Report TvAn a Florida Registered Architect or, Licensed Florida C-Phe ... Method: Calliflo.b.. Men, er Liati - Sideffie(e) (InsvAngfOLAI XC. OX or OXO PL*243.R24Prrrdul Prof ... .nal Enginse, F1,11261-RUPir-du 11 k TherTm Fiber-011 and Smocrin-Stah- configurations) Nominal 68,939:8&qmotNpA-Impaot&quct: Glazed 121$112022 No Yes No NIA au.10tv Atisu.rr, Adite-adfo,11l Annumd for Ul Im.ed Karelian Fuel 5353,1115 Products Chusilifor A-rame, ApostanadforUsa Awn-cil for Use know cer.rom Composite Edge Fiberglass Double Door With or aside Product Model. N,�b,, or N.- Pmdugt Duecrietion Congralet Expiration Date in l ourtsid, HYRZ R.W.UnAl Pressure Sea # Product Model, Number or M_ Product D ... Option gontrad Expiration Deffle In I Outside HVH Retailers. A Pressure Z Without Sidefiles (Inswingit'Ourts,Aing, XX or 0XX0 I 5 PW-5521) (Large Missile cl VhnA FId Wnd a.1/3012025 Yee Yes yes I liffirsist Drellar I Willard for -All Dow, and Wind-. Aluminum hill 05126(2026 ye, Y" Yes N/A configurad.fia) Ua w.d.ast,dill fif.s.b.-N.- Procluct Derem.fi. I MI. I, PVHZ Outside HVHZ R,slatant Pries- 12 1. Therma-Tru Rider -Classic and Sm=h-Star Nominal 7&#K;C &quotNon-Impak;*ul Glazed 1261r2022 No Yes N. NIA 2 5784 V'nf'W trmr�U,' When 12)3112024 No Yes Yes WA Composite Edge Filperglass$irgle Door this'4no/Ourts,ving, X-figuration) 13 m. Therm2-Tru Filde,-Classi,,nd Sm,oth-Star Ncamim.l 7&939;0 &q..t;Non-Imp@dt&quob Glazed 12r3l/2022 C-ersite Edge Ploerglersa,Singl� MwWth No vs. No WA Sid.fite(p) 0WmgtCuits,ulny;XO. 0Xw CXO configurations) 14 r, Thermes.Tru Fib.,Cl..sic and Sm..th-Sts, Nominal 8&#3g;O &quotNon_mpeet8Auot, Glazed 12131=22 Me yers No NfA Z Composite Edge Fiberglass Single Door (InsWingfOLitswing X configuration) 15 O. Themna-Tru Filber-Classr, and Smooth-ftr Nominal 8&#3,9;0 �quot.Non-mpcact&quct. Glazed 12J31/2022 No yes No NIA Composite Edge Fiberglass Single Door voth SidelitO(S) iIn5)AAn9tOUt1ng: XO, OX W OXO configurations) Florida Department of Business & Professional Regulation page I at Florida Department of Business & Professional Regulation Page 2 02 Florida Department of Business & Professional Regulation Page 3 PF4 113 p. Therma-Trut Flbher�Csfiaac and Smooth -Star Nominal 8&#3gO&qJot,Non.ImP.ct&qu.t, Glazed 12f3lJ2022 Composite Edge Fiberglass Double Door Win or N. Yes No N.?A Building Codes and Standards 1 M=21 Building Codes and Standards 101012021 Building Codes and Standards 3AU423 Without Sidelite5 flnswirtgtOut�mg: XX or Ol configurations) Product Approval Application Detail Product Approval Application Detail ProdUCtApproval Application Detail W 17 q. Thal-ma-Tru Fiber-011a-ic and Sm.oth-Star Nominal 3'8&qtmt;Nwr_ImpecMqudk Opaque 1251 �2022 No Yes No NIA ____"-""_ I 'irr - "I I I—, I , " __ , I I � Composite Edge Fiberglass Single Door With 16 rL Then.a-Tru FibCles.ip arel Snocoth-Ster Transom (InswAglOutswing; M configuration) Nominual 68#3g�8&quotNom-Impaot" Opaque 12131.12022 No Yes No NIA C". Entity or Data owe Dere leardift DOL. code � .- � L Mi o page 29.1 ca. Perrino 292 C.dg Engine or ord. Date Dat, Pending '- , f , " I P_'L C-P.vto Edge Fiberglass Sing a D..AU, Sidelle(,i and Transom (I-AngfOuis,ing: OfXQ, OIOX or OuOXO confitinfiratiorrs) am Version R.'ision 2020 James Harthe Building Prcclucts. I— candad Fnwil.&L'insfill, Validated thr Validated Subuirwd FSGAtapire-I Ater. status Chad Diencks V, Ardhey, Tant Job u Southard, P. E. 01/05IM21 1Vl4n020 01,0612021 ding FBC Appr, TVD. Version hill lure, Re�%'cn 2020 Alaide Encrura. & ILI,- V,Iid,l,d W Velidalad Submittad FBC A-,v,l A,-,,d Rawl Nick Th-p-n Lynden I Schmidt. P. I- Ryah J, I(Ing, P.9. 07J15M21 020512021 OMM021 04A 312021 Approved T".. Version ManutirstuArr Rc,4.,.n 2020 OAF Contact Ertereaner & License Validated & Merril Sowell F13Q A,,-1 Motmel Shot Robert r9onalren John IN. Krazaveh, PE I 2JI 912022 i2hr'nU22 12W2022 A,,r.-d RIBUR - 021DU2023 Approved 19 9, Therma-Tru Fiber-Classio and Smooth -Star Nominal 6USB;B &quottNon-Imphaotgoluct Opaque 1 nl/2022 No Yes No NA Category: Perrel WiLlha f5l)st 545-8259 PE-81062 (352) 347-2526 categ,ly: Fla, 61 wails (330) 922-�89 PE-43409 �613) ?G'-6555 category: Roofing :800) 766-3411 PE-59156 (950 772-6224 Compoeits, Edge Fiberglass single Door vvith Subcategory-. Sidng .h.d.dism,kr�omeahal subcailriga,y. soffits rthemp-@.dideourn Subcategory: Asphalt shingles natlatiftarewn Siddie(s) 0--ingiOn.t.wrig: XO, OX c, OX0 Con-tillifins. Method: Eveltistion Report hurt � e,.m Compluamere Method: F,,aluaticn Report fr- . Compliance Method: Evithistior, Report Imfin 8 mi Go nbnuaus Head and! SUI configurations) Rehabs Reglar.red Archfiset or. Licarsed Miles Flord, RegstemelArchbact or a Licensed Force Flwd. RenisteredArshitect or . Licensed Pence 20 bTwmAds-TruRhi,�CLuusaxI andSmooth-Easr NemIrchl B"3SO &q..t:N.ft-Impou,t&quct: Opaque 12131/2022 No Yes No NIA Profir,sional Engineer Professional Engineer Pr-d-ion.1 Engines, Composfte Edge Filderillasa Single Door with Sideliter(e) QuawrighOutsyAng: XO. OX or OXO FW31192-119 Products FL*152T2-R5 Products FLiM0J2fPR33 Prodgh;cS 21 L. Therma-Tru FidClaissic and Smooth -Star Conti Head and Sill configuradws) Ncminal 69,039;8 &q..t:Ncn-lmP.dt" Glazed 1213112022 No Y.. No NJA Quality Assurance Aptir-olf.trUs. Approved for Use txrfllsft�t cil Q-11h, Anseurance Aplarevedfut-Ust, Awim,rad for U,, Il lith.akin Quality Assurture Approved W U. Approved for use Impact cesium Composite Edge Fiberglass Single May with San # Product Notiel. rimber or aremns Ptodugi Dgull contract ftnuffillo I Q,t, In AVIPZ outside HVHZ Resistant Prearl el"[4 Product filwhrl, Number .1 Ns- Pmdl D ... rincliu, Cand ... I ftipiral[gn Data !it HWZ Outside HVHZ lit"arialrd Plassur. Sea 9 Product Modat. Number or Name Product Caturlitijon contract Expiration Date 1.1 mvlqz Outside HVP1 Resistant Pressure SldalltaCs) QnaoAm;VOutSWAg XO, OX or QX0 I Cernpl.lik Lep Siding itne-ment lap siol 1MM023 Yes Ya. NIA N/A 1 a. &quot:2t8�.quot: Soffit Vebt or Sold Vinyi,90fift 121314ZO23 No Y'. No NJA 1 GAP Asphalt Roof Sheql� lot use in FVC non-HVII Fiberroluse rcifforeed 34thap, laminated. 5-tab and i2ii6r2025 No yes NIA NIA I Continuous Head and Sill configurations) 2 Hardl,lelarik L.pSiding lbe-ment I.P sldAg 12J3i/2023 yes yes 141A WA 2 I &qUdAJfl ... a T4&qu.t: Beffit Vent or Sold Vinyl Soffit 1 W311202Z No yes No I'Luk ludscleti- fle/rIdge asphalt shingles 22 v. Therma-Tru F bef-Clel and Smooth -Star Nominal 8&#39:0 "Nop-lmpadt8quhpt Glazed 12laII2022 No Yes No NIA 3 c. &,quotfi3reahribler 'Antew Beawd&#39: Soffit Vent or Sold Vinyl Soffik 12i3lr2O23 NO Yes No NJA Composite Edge Fiberg lass Single Doer with 4 11 &qumt;Q5&qJch; Sol Vent or Sold Vinyl Soffift 12m112023 No yes No NJA Sidelfte(s) finsW ngl0UtSMAgL XC� OX or QXO Continuous Head and Sill configurations) 5 e. ii,quat;Chart., Oakaril Soffit Vent or Solid Vinyl Soffit 1MIW23 N. Yes No NJA 25 w Therms-Tru Fleer-Classic and Smooth-Stor Nominal 6809;8 &quot,Nwt-ImpacI" Opaque 12131112022 No yes No NIA 0 I. &quut7S.P.r Sp,h&q-.t BAR Vent or Sold Vrhlyl Soffit 12IW202� No yes No N)A Composite Edge Fibeg law Door Pawls Mth Vented Sidelite(s) (I ristrAnglOutswing; XX XXX or XXXX r ocrifigilurations) 24 k Thwrn.-T,u FildCl."ic andS-oth-Sttir Nominal B'0 &quhAt.NoA-Imipaot&quoL; Opaque 1213112G22 No Yes No NJA Com Peals Edge Fibeg lass Doer Panels with Vented Sidelibe(s) InawnglOutswing. )0( XXX or X)= configuArti,ins) 26 y� Therma TAU F ber-Clatuile, and Smooth -Slot r N-Inta i 5&939; 8 &q.oc Nor -I ntrrot&ouot� 31-d 1213112022 No Y- No NJA Composite Edge Fbarg ass Door Panels vAth Ventacl Swite(s) (InnewriglOut-hirin )C-C X)C(or)o= Florida [)apartment of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation page I oft Florida [)apartment of Business & Professional Regulation page I of 1 26 z. Thermcl-Tput Fiber-Clessim and S.-th-Scar configurations) Nominal 8US9:0 &qupt:Non-ImpaGt8quhpt; Glazed 12J3112022 No Yes No All Buildiing Codes and Standards 1019,2021 Building Codes and Standards IV' 21)21 Building Codes and Standards 102021 Composite Edge Fbargliassi Door Parelsvoth Vented Sidelite(a) (ins,onglOultewing. XX XXX or XXXX configurations) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 27 ze. Therms-Tm Fiber-aessic and Smooth -Star Nominal 8USI�8&quot:Ncn-ImpahGt8quQt; Glazed 12i3l/2022 No Y.Is No NIA ' .1 - - .. L � ? L � o L - , , -, - ------ 1111'7&"' __ _?'L.'-' -'s , . , , - �_' - ,.. �,O "'�_R'Q' FOU,' K%' I'l-'�'��'ll,�ll,�,�,.'�,'�11-11�4i�,',,,-,�,-" , � 'm�_�-d' - ---;�,�-,�.,-�-,-�;�,i��""��,'�;��2 ��'�,�-K''-' __O�'- -- , j, � �',-�,�"-"t�-,�,��--�'l��.,-,-.�-�,,4- -Ird;'3'� - �'��'�Iffi' a -k , _', ,� i� - ��'�� ','��' Composts Edge Fiberglass Single Dow with 3'0 SideliteC.) �Ifiswfigh?Ohutswng; XO, OX a OXO - � - I � 11 � "I , � I _WWK_q_kN_ § K-4' - - � - -- , -, -, - " , -- - , ea,' A�-,K�".!E�___'WOW ,,, , -'. ;� .-, , ..� - ',W config-t.ns) Cod, Enitkynir Oat, Data Dale Pending Date (�.de Entity or Date Dale owe Pilgrim Vate Cod. Entity or Dal .91112. Data Pending PA2 2a zb. Therma-Tru Fliper-Classic and 5mootlfi�Star Nominal 6'8 &quot Non-ImpaAt&quob Glazed 12131f2022 No yes No NIA Tv". Version M.-fitewper C.rdtfirt Endirrint, & License Validated IN Validated Submitted FSC Aia-vall Aranove slatirs It"'. Version Manufacturer Contact End-irg I -sans, Validated By V.0dated sultuAll MCA—- Approved 'gut., Typ. V-10m IfignutraCtLuar Contact Erial & Lt.-.. Validated By V.11dahad submitted PSC Astuaval Approved status Composite edge Fiberglass Doubt. Dow ,4th R.,AeWn 2920 TAMKQ Building Products I Kerfl Eden Robert Alemloen John W, Kn=Ach, PE 1QU4120213 OW29120210 1011212020 12M512020 Approved Rswbi It 2020 L.V Phernipsoh, Inc dba Thompeon Archil T.Ay ChrlelfimuA Znhary R. Priest Stevan M. Urich, PC 0911712029 WIND2020 M27J2020 12OW2020 Approved R.,Asi.A 2020 Pierce Met&l PmduAts Inc. Clark Jones James L. Bucker P.E.6 St-m M. I PE 09)2712020 UR,25�2020 IW4/2020 1211&2020 Approved 3&il 8idelitels (i-tringlOuts,ting; Q)Q' ,Q oprifigunstl categary; Roofing (417) 624-0644 PE-59166 (054) 772-6224 Urtas Company tTAMCO! (a`12) 248-3456 PE-74021 MIT) 317-8454 Category: Rodng (904) 763-840a C2UCK Engineering tTlir� 31?-8454 29 ZQ. Thermo-Tru Filmr-Clausem and Strivath-Ster Nominal WASU %quQt;NPA-Impaoth1,quet, Glazed 1213IJ2022 No Yes No NIA flubCategorn Undemerments ksr'�_ed.@smk.conA Category: Pooling SubCaturglarin Pooling Accessories that are an luity@ewheirlmofingoom Subcategory; scoring A-uresuria. that are an Integral Part olark@fflimcd elenn PE�311242 Composite edge Reerg lass Single Door with 5W9, 0 Sidelite(s) (IntivAngiOutreivirg; XO, OX or CXO Compliance Method: Evalt,sitiort Report fort a Florida registered Aushrect.c. Licensed Ronda Integral Part ofthe Rooling System .Irthe Roofing System CumplIance Ngthod; 13volUation Report from a configurations) Professional Engineer Compliante Method-. evaluation Report trom a Fiords Registered Architect or a Licensed Florida 310 zd. Themna-Tru Fiber-Ciassmand Smooth -Star Nominal a&#39:0 &quw;Non-Irwact&qwt Glazed 12131Q022 NO Yes No NIA Florida Registered .chriept or. Licensed Florida Profteal-I Engineer I Composite edge Fiberglass Double Door with FL*12328-RO amperes I Prefenional Engineer 3'0 Sid.lit.ts lingvArglOuts,Ang; OXXQ QrPlIItyA%,lhur,no A-,,-dt,,U,, Arsormyod for Usa I-ed Desist, FLA118911.133 Pro'j.d. FL*215U-RZ Products 31 ze. Tharmul-Tru Fiber-ClassIc and Smooth-Stgur configuration) Nominal 7'0 &qLotNwr-lmpadt&quict,. Shaker 1213112022 No Yes No NIA $1.9 Product Al Number-- i Product D ... richil. C.Abect E'svinatichn Dat" in HVHZ outside fill resistant Press- Quallry Assurimpk AppirowdirthrUse Approved for Use Impact Ell Sees Product M.Clal. Whem., . N... Quality Assurance Apv,,,d for Use Approved for Use Product Descrittion Comfiracl Evoiration Data in HVNZ Ool HVPZ lrADW ceslon Resistant P,,s,, Ss,i.s C-peoil. Edge Gltaced Pileengleas Single I TAMKO Roof Uncierlayments (HVHZ) R.M.ndled.yinart. fi-re In FBC HVHZ M2912023 yes No NIA N/A S-9 Pinaduct Model. Number fis: Name P,,duat Deseditud contrast EIasinsithan Date in HVHZ Oulaid, HVW Resistant Prou-ne 3 � - FLAMCC 8.qm:RV 1 0 Ridge Vent&quol: Numimum Ridge Vents W pitched rooft fabricated 12131=4 Kh" Yes No NIA Door With a Yothout 1 U3Q.2 Sdefte(s) lin-rig[Cutswil X, OX X0 or OX0 comfiguratione) 2 TAMKO Root Underiblynneirts (11ON-Ill Jurisdictions. Rdol.noladaynnents f.-a in FBC n-44VH7 002912M No Yes WA WA I TAM Fiat Top Off-Ridg. Vent Mth Blifill. Ior Tile 26 its. shiti. mef-Pla-,ithr turfil. W/09=26 ye2 yes N/A I'll f- 0.025'Atinninum lifirladotions. 2 TAMCCOO OwessirtiolkVom 3 TAMCO Off-Ridga Roof Vent ,,ith B.11, 26 ga. 09109/2m No Yes N/A .Cs-526 26 g'L stsdonceivort'Let"'Ath Integrated battle, OW06121326 Y. yes NIA N/A 4 TAMCO Round Too Off -Ridge Vent %,ith B.M. for Tic 26 us- state roafyorrillator with baffle 0910612026 Y. Y. NIA N/A Florida Department of Business and Professional Regulation Florida Department of Business & Professional Regulation Nti.l at Florida Department of Business & Professional Regulation page 1 d 3 Florida Department of Business & Professional Regulation page I of I Building Codes and Standards ir'n= Building Codes and Standards 117fg021 Building Codes and Standards 3W2023 Building Codes and Standards Product Approval Application Detail 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W , c t_'- _1 j','_'�� 11 " _1 _�'� - I -_ - I - - __ - I , - . . L I __'_' -- - 4 -_ �' - a -- W' -A V11_.`,r1M'_,, 8 �� I I - - - �" l�' - -x� �g""-"""o'_"" 0&_%!�11AN" 11*4� , 14�1__' .. `M_' - ----- " , 'i M" M _ Me - 11 1"1W ."11111-1117R, U-"' RM Wgr m lfs� � Z "A I L_ - _� " , gw - N IN 41"M �� 4 - 1=7 � , - - *--,---,�'�," -I'..,., O V54 -'ane ��'�Z -NEW i. Qft Antry glal owe Date Pull owe Cod. Entit, . Date Col. Cato Part 2aW code sil or Me D46 opts Portofino 292 FUI6259-R31 T_- Writ. Memunecturar Rc,is.n 2020 LAAA.Ar. Carl Endin-&LIcerns, Validated M Validated SonfintIfts! Fee hirmann.1 Area. Star- Wrina Jalay Jamse I Bucicne, RE Steven M. Url.h, Pr 1112312020 IV2W2020 IV2912020 ding FBC App Type V-1- Manufacturer R.Yslon 2020 scral counting Contact swirl & Lielers, Validated By Validated Subirril FBC Aph-al Ave-ifil $[at- �ndsraon Robin UkPM0 Unit- Evaluation Gary W. Wtiker 1 IMr2D20 1 1 ioZrA N 1110612020 Aer-d 1`11:6 Wnslor Manufacture Revition 2020 Global Protection P,Adl LLC. contest Erraintitur & 1.1-vil. Validated By Validated submitted F DO Approyail Tim Robinson Welter A. 'nuil PLE John W. Krimevich. PE OWS/2020 DM&`2021) 10MI)2020 Apple arm- M1512020 Approved W QoCle Enl o Date Date 221P Put& Status Category: Roofing (501) 983-6163 PE-31242 (717) 317�8454 CO.g..T R.nfing (801) 3ao-6091 Services, LLC (205) 354�01&) Catog.'r. Shuttle. (B541689-7545 PE�41U (954) 7`72-SM4 _ Contact yy.pe Version Manufacturer Revisi on 2020 POLYI USA MauryAllpert, Ingineer & �Lalldafited By Validated Submitted Pending, Approved Approved _ License John IN . =213f202D 10f22t2020 FBC 12115f2020 SiJPCW grunt, Rocaling Accessories that are an ' I filegral'Fart of the Robtfl, 0 Systern C,mpliw,,M�h,d:E,al,ot�,R,podfmm, kj.11,yClorre- com Subcategory: Roolig-riles Compliance Mati E,ren.atl on Report frem a Product E-1-ii.A Entity RopinArdemoneberld.. An Subcategory! Storm camera compliance Method: Evaluation Report from a tim.rodreon@gpil fin Category: Roofing S9542331 S310S mai pert@ polyg lass com Robert Nieminen Knezevich, PE Ell-6myal Florida Registered Architect or a Licensed Florida Florida RelfstareclArchill w a Licensed Florida Pirdifirtudemil Engineer Subcategory: RE-591 68 (954) 772-6224 11101/2021) Profossonal EVAftr FL#734SR1Z Products I Underlayments Compliance Method: FL#I7ZQZR6 Pnchdou,ta Quality Assurance Averrueed tur, Use AgUrierrit to, Use Impact [graham §20i Product Model. Nughbar A, In— 16 Snory- Shake State Country Bas, split Old English Quality Assurance Apier,trind for Uru, App-edficrUve Impact D"Jor" Product Duserhotion Cwn-,JLEiraton Cat. in HVIIIZ outside HVHZ Resistant Prarsunt Flat Profile - Denver. CO 12MI2020 N. yes N fA I FL#150MRS Products Qu.l1tnrA.s.nr. AL,par-adinorsts, A,,c,,[ tor Us, lificaut past - E Evaluation RepOrttrom San # Product Model. Nhurints, ., N.ma Product paserliction Contract E,,irAl,n 09, 1. HV4z Outride HVIHZ ftalet.nit Pirer." Thatch duirrip Impact AELt Product Description In lfvhz Outside 1l Ittirlsitint Pressuns a Florida Registered 1 Deck-Aii-I DA-4 or TRI-B.ilt 0.ck-A, DA-4 Lme Pros,: P,[Wropylana Plastic, ReciVant 12/IW2025 No yes No .97.51-97�6 17 Saitery 600 - Slate Shake Alump: Split Shake Flat Profile -Stocklen � CA 1261/2020 No Yes WA I 1 20 Gage Gai,nuirlased Sl Ell- P.Aal��HVIKZ Comugated Galvanized Steel Storm Panels retained MIJ2023 y"i Yes yes NIA -6-i Architect or a Licensed Florida Professional Me4hitnithatIlAttrichisdio Ply.votudDeck. is smovyltoo-slate Shake Asmp' Split Shake 1 D 5.ory 700 - shak..'sh.t. 4..P; split Shake Flat Pefile - Rialto CA 12131,2020 N. Yes NIA N)A Plat Praia - Slotl,t, CA 12131t2020 No Yes I N)A 2 24 Gage ealvanized Seat Storm PanelsINHVHZ or not try mucks to I Auricana protection, ConruganelGalvanizedsteelatorm Panels retained 1WI12023 Vio Yes Yes N/A = (D Engineer 20 S'Kwy TOO- Shake, 510a6antl Split shatur 2' Tales Espana i Bamelern Flat Profile - Rialto. CA I �1�11� 21 No Yes NfA NJA HIgh Profs - Katy, TX " =20 N. Yes NIA WA or not by badle, [a prWide hurricane riMealon, W 2a mile L- Preth. - Katy. 7X 12;31=0 No Yes NIA NJA FL#6269-R31 Products L _qLt 00810 gMjW_AMUMMc2 A"1a2Lq.f2r U - ApSLqnA19r Use njp C_ go-09 Product Model, Number or-Narms, Product ltle.omilggea P2UJ[WJ_Lxp_1La_Flon In Ill outside HVPI Resistaitit Pressure U) Date 1 Polyglass Roof Underfayments Rociling underlayments 1012112022 No yes NJA 4N)AI-622.5 1 Polyglass Roof Undefilayments (HVHZ) Polyglass roof underlaymerits for use in FBCIZ'23)2023 Yes No NIA NfA M F1VHZjJredIo1Iam; � > 2 Polyglass Roof Underillayments (nor-HVHZ) Polyglass roof Underlayfirents, for use in 1212312023 No PRO n.n-HVHZ J.d.allotitart.. Yes NIA -NIAI-622.5 M 0 I Polyglass Roof Underielyinfirents (HVHZ) Polyglass roof underlayments for use)n FBC12J2312023 Yes No N/A I Florida Department of Business & Professional Regulation Page 1 of I Florda Department of Business & Professional Regulation Pap I Mi Florida Department of Business & Professional Regulation Pap I art L_ HVHZ Jurisdictions. Polyglass Roof Underlayments (non4iV1-P Polyglass roof underlaymerwts,for use in 12=023 No Yes NIA -NIAI-022.5 Building Codes and Standards 1r25r2022 Building Codes and Standards 1170021 Building Codes and Standards WM21 > 0- .2 ll noA-HVHZjurIsdeflwis, Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0- I Polyglass Roof Underlayments (HVHZ) Poll roof underlayments for use in FBCIV2312023 Yes HVHZ jurisdictions, No NIA N/A 0 < I 11� __ I - "' �� I . .�� K"'�Z4;E_ , _ W, I - , 2 Polyglas5 Roof Underlayments (norl Polyglass roof underaymerts, for use In 1212312023 No Yes NIA -NW-622.6 9292 I I Entity Da- Dale Date Pending Dal. code I I - I _ I- - Entity or Dale Date Doe Pending Date code Entity ,�� , % r , n� I , 1, , 1, - ILI FBC nunHVHZ jurisdictions. I'vite Version M.Oufactu contact Enctinaer & License Validated Validated Submilliked FW A laproyal Aipp7led Statu 9 IYES Version Manufacturer Contact Entimirer fi, Lissalln, Validated D1 Validated ilublitheed FBC Age, ... 1 ituarnarect Aida T_. Version Marmurflettwer o owe Dal- parte E!t!ldlna Canted E,,I,,,r Is License Validated 5v Validated Submitted F5C A.-.1 Dale Moneyed states L. -4-0 l Polyglass Roof Underlayments; (HVHZ) Polyglass roof underlayments for use in FBCIV2312023 Yes No NIA N/A Re,ision 2020 All American Shutters and Glass Mike Barbieri Frank L Ben Aside, P. E Troy Bish.p. P.E. 1=81202O 1011512020 11105121)20 12JI512020 Appr-ed Re,l�lmt 2 D20 Alpine Enrol Lewis ICC E�filiiatlarn Service, Ll Whisr, M. Ranieri, PE 10/31=0 19122i20n I MM020 11IM50021) Approved R.,Ason 2020 Commercial Concrete Products Inc. Robert Offs Samuel A Greenberg John Hoy 12116,2020 12M612020 120912020 ding FBC Appn 0 2 Fill jurisdictions. Polyglass Roof Underlayments Irion-HVHZ) Polyglass roof underlayments, for use in 17)23/2023 No Yes NA -NIAI-622.6 Category: Shutters SubCategoiry: Storm Panels (561) 712-9a82 PE4046549 (954) 947-0850 finkeldCallamerleenshutte Category: StAtiolturill Components SuIL,i;utI T Plates (321) 710-n77 (407) 681-1917 a1_I�QsIpmab,!._ Cattegory; Structural Contripatents Subcategory: Products Introduced as a Result of (sl 5) 659-:M? PE-34245 i$52) 586-5811 pru"astploroy.h...e.rA =3 FBC m.u-HVHZ jurisdictions. Compliance fifiedl Evaluation Report from a Flor ida Reg Istered Am Altect or a L loan said F orlds Is"on' Compliance Method; Evel..I.A R.pud irom . Product Eval.eficin Entity N-Ta.hn.logy Cwnpilantertfilifighod: Evaluation Report fr.. _0 Prole.sicrial Engineer Flb#1989-lilr Products U Ford. R,glitt-dArchIled.r. Ued F1.6d. Pref-i-I Engmeer 0 FILMUSS-RA; Products Oinrulty A.-rance Appronnni for U. Approved! for Use nla!i D.,lop, F Let 774,1111I Prods " Sao 0 Product Madiii, Alumbercurflannue Quality Assorting ApprovedforUs4 Approvedfor-Use Impact Desian Product Descripticrit Contract E.phrration Uata In PVKZ Outside HVHZ Resistant Puessu Sea 9 Prolurn Model. Number or Ms. !8M I ITW BrGIAlpins High- Strength tH &amp: 8) Prolitis? D-WHID110 Coll EXDII )Xhr In I Outelde III Resistant "sure Metal Curn'trier Plat, IV311=4 Yes Y. WA N/A Quality Assuslatca Acgronorld far Use AppArivild fair Use larroact D.al.m 0- 1 24B. G.1,wil.lad Steel Storm Pawls 24.g. Galvanized Steld Star. Panel. lWlaO22 yes Yes Yes NfA 2 ITW BCGJAII Hinge Pl.ta metal Connector plate I 2J3112024 Yes Yes i NIA S-44 Product Model, NUMber or Name Product Description Contract Explinittli,ft Date in HVHZ Outside HVHZ Resistant Pressure < 3 ITW 80GIAlifily: T.I. 4 ITW 3CG/Alpma IV- Metal Connector Plate 12f3l/2024 yes Yes NIA WA Marital Co,nacto� Plat, 12131,2024 yes yes NIA AUA I Coal Prol,ash: or C.-..Isi Concrete Product, Precast and Prestressed Concive Untails 05125(2024 NO Yas N/A N/A (D - U) - -*--a M M 0 I =:3 < Florida Department Business & Professional Regulation a of Building Codes and Standards P.p2 VZ �V,1323 Florida Department of Business & Professional Regulation Pap i .1 I Building Codes and Standards W412021 Florida Department of Business & Professional Regulation Page 1 t,`2 Building Codes and Standards grom2i """"o - �_ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 L_ ICU ,,,, 0 i WA"KA �' 11 . �' . ''I - .1 �� ,� '_7 � ��;" ,I, , '_ r . . . . ;' - qz __ N." I �7 , - Cod- Entittv - 2eis plat. Oat, Pinufflit. al Cod- Entity or Date Data Dale Ii Data I ... Code EAft or Date Date Chat. Panetta DWkV a q � . " LLI C 1)"P. V.rs1.11 i'llen.fact.", Contact inwin.. K June- Validated Sy Validated Submitted I Apphonral App-.d Start— T." Vent. Manufacturer Cuntart Ensturnar & Licawr, Vilfludind 0, valiplatt'd Submitted FaC Approval Apumnurd star_ 'fis". Ver.i. Manufacturer Cc,t,ck insim- & Uparse V,Ifd,i,d D, Validated submitted FSC Approval A,rumnoted stat. 2 C Ri 2020 Min6k In.. C.I.gW. st-hunal C-p-ents Bill, Whider PCC livaluation Service, LILC 1CC EWlulom 8&e. (952) 898-9635 LLC. 0110312023 12Q012022 01MW2023 Aper-d Revision 202g Wery.m...- category: Egructural Cemirement, Rec Btildriffi ICC Evaluation Serviod. LLC an Lehris, P.E. 0W2M2i 1MM020 02/0312021 Appro,ned (253) 924-6476 (608) 839-3288 R.bart.B.Idemelayerb. Affirmatlert 202D Alpha Aluminum, ln�. Cstap.ry: Panel Mil. Jose Silva Luis R, Lomas Cc- M. Urich. PE 11/1612020 11/1612020 1 IUC/2020 App,-d (4071, 509-2005 PE-62514 (717) 317-8454 < CD SubCartril T Panes Compliance fil Evaluation Report from a a..1chano., Ron 599-9800 SubCategan,,. Engineered Lumber Compliance Method Evaluation Report from a ounir-fin SubCalagarry- Boni hialfitulluminumll 77 Preouct Evaluetion Entity Product Evaluation Entity Compliance Method: Evaluation Report Ird. a Fiends Regi,tersdArchiteet er. Lic-sed Redd. Z __J EL*21SZ-RI3 largesupts 1705527-IIII I Produndtir Prelf.earcral Engines, QHWA-raince fluatrupold fair Uss Apo-sclfwUls, Im ... I o.mom Quallb, Arsunarrai Appir-ol fer Us, Apiermod for Use Impact R21111111 I FLAK9644-FIS Pirsdusitt < st"If Product Model. Number or Plarne P.4-t 1) ... ristichn Contract Elfoindl.. Dee in HVII Causridl HVH R,,I*t,rA Pressure Sao 9 Predl MWA Number q N..v product Drusarlpil. in HVHZ Outside i R.I.tard Pressure Cularlity Assurgil Arriero"d felt Use Approved for Use broad Diskin __J 1 M18AHS 18 go high strength truss connector plate I 213112024 yes Yes NIA NIA I Plionclisni ILVIL Laminated Vemear Lumber 03131a023 No yes N/A W sun N Product Model. Merrill., .1 N.- Product 0-nothwi go In HY outside HVHZ Rintistrunt Pressure a- 2 10118191-is 16 ga super high strength truss connector plat, 12131r2024 Yes Y" N/A N)A , P-11r. PSIL I TimorrStrord LSIL Perellel St-d L..bcr 05/31,202S No yes N/A WA LarnInsted Strand Lumber 0313IJ2023 No Yes N/A NIA I Apha Aluminum $did 6amp: Vented Aluminum Sell Alpha Aluminum *and A.Amp: Vented Aluminum 0713=023 No Yes No NZA 3 4 Mil in M718HS 16p thusseumnactor plate 12M=24 is g.. high strength truss con ... 1. plate 1213U2024 yes Yes Its, Yes NfA NIA ALA NIA 4 TJ Rim Board Structurel Composite Lum-paror oriented Strand 03131f2II23 No Yes NIA NIA CMU & Wood soffift, Chili atarl WAod I SHEET NO. I 5 M72QHS 20 Be. high strength mmas h.rlo, plate IV3112024 Yes yes NIA WA be'rel Rim Board 5 Weyerhaeuser Rim Board intened Strand Board Rim Board 03131)2023 Me yes NZA 1,11A 6 TL16 MT-8 1 8 9,, truss connecar plat. I 2131=24 yas Y. N 1A N)A 7 71-2D, M720 20 ge. t.s. u-'ettar plat. 1 VS1 /2024 Yes Yes N/A NIA I March 6, 2023 1 PA 1.1 I I I - F I I 7- III. , - I I , i - __F_L_I - T - I -_ 771-1) III 4�111 -.111 J.' 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Enhev r U�}. ,0�' New Pedo M" Wnbn Mana4gtum ca,K,a 11.01 kanes Validow Br Valldabd submlibd PBCAoowg 121111 Ag ebnra a) W^ICU -0 Manubdursr cabinet Enaiar&Licano Valit WBr Validated auenitketl FBCAbonwal Aep/ord ?lam FYnaian Menubdumr 1 ,� widened By Wilidaid BuWNtbd M .suer rJ.L nnnid Adlrmatlen 202D Palls ocrporeapn Joe Heyden Sandi WMtlpw and Door Jana L Buckner, P_E. ® 07114QO20 07114/2020 07202020 Approued Aorma6dn 211M Pelts Owpordon Joe Xyden Sanill Wlrouwend Door T.E. Lunn, PE, LLC 07M4/2020 C7/142020 OF12212020 Approued Anrmaton 2020 Polls Corporsi on Job Heyden Sendl Wlndlow end Door James L Buckner, P-E. a 0Tf1412020 0711M2020 C7120=0 Appmied A}Irmatbn 2029 Pella Corporation Joe Hayden Sondl Wagner, Schools, T.E. Lunn, PE, LLC C711412020 07114UC20 (17222020 Appmted /f 1 Q Caneorr. Wndowa Roberson Manufg=WAaeo*lw CRUCK Englnal C"WV: Windows Roblreon ManutaotUNion rerAsaxil(Sell02"486 W ft"airy:noms bin Rd"ManvisaWmrAsaeclstlon CBUCKEngineeing CsNMrr. bin Monde" Roa" PE44135 (WI)625A4W tJ VJ a.Wifingary: Single Hung (a41)8214M (561)407419V aubCdbgey: Single Hung (841)52140M aabCalwarr-Fixed (541)62141= (5E1)4g141927 SU1401 y. Fixed (641)(1214080 dT[ � - Cornpl'ynpe Medved: Cenalea(lon Mark or listing pelleproduoteppwinaps 4;o mplibbo Melinda: Cei tMendon Mark or Ustng petleproduo lapewfaPe Ile.eam eanpliona, Mltlgk Certification Mark or Waling pNbpodug appmval®pe lie Compliance Method: Pvaluaoon Report from a pollevocluobp wslade Held.Reglsleud Architect ma Liberec Flalda IlLdom � � Ca � TO U) Ila,00m -corn Proleo61one] Engineer `.! - r O - FLHaaa0.R4 Predwv(s L O �^W1'' Awl ended 111I N,None CbrritaAeorrre Pradaat DinxIn Ca�ttrartExelntien D Aawwd For Ua. Aeerord in NUHZ ser use OubW HVH2 � ReWont Denied Prse" PrdW Medal. Number Hama alMBtLAaa®N Wa1ms Mendelian cmtmu Exaration Apemtrd Peru.e Aperevrl fr lie oft in IN outlaws HVHZ lmvgt Dodo Peaiwnl Pnew $gag Peaduat 116", Number or Name lid861delalOga arrgdm fuat0eanian CSM+ser6rehetinn MM Adremvd Wus. Aaa6oMdEMUse in HYN2 Outside 3M910t llt®m Resistant PMWsir giollhArvarce Am -ad for Us. Approved For Use Ina sn � �•1 O C5L = O Man, eb �q)j o, a"a Pntduet 14edel..Nu44e ProdbtDeaadot'ree central ExOhetien One in NVHZ Oulaide HVNZ P".bM Prasum 1 a 1 Sens 1020 High Performmtoe$IngIs Hung VIay181ngie Hung Window(42' x 721) 011 No Yet No .50150 1 Pole lO Series Singla Hung Wndow 36' x 97 Mnyl NOMmpaot Bingle Hung Wlndow OW2212022 No Yes No +4040 1 2 are 10120 Maul said whow(90"% TS-) CIMM22 He No van yes No +25%23 ly +2SL-26 e,Nsme 1 Ma12051 Yes Yes No N!A O = L� 2 Sales 1020 High Performance Single Hung VI rryI High PorbarmanSingle Hung Twin 061212027 No Yes NO +60y-60 2 PalWi s 10si s,$Ingia Hung ndw 54'. SW V,yl Nu Pnid psct Single Hung Wow Or100r1022 No Yes fin +4&49 Series i(y20 Vinyl oedWMOw:(100'.") 0711&2C22 10Snna Flange Fixed 1a$orlon 1/2'FloW Fixed Wind- - B.- /� � V Composite (72 xe5-102"1 a Pals 10 Saran Single Hung Wndaw 4 34" x Or Vinyl Non-hrged Single Hung W2O2 xtd- 01"MO2 UTICW2022 No Yes Nd Yes No +Sio-w Me +5111w 0 Serve IC120 'Arad Fixed Wirvbw IN'.001 D7(i&2022 No Yes No +50y.8p O 1t 3 $Brea 1020 Single Hung Myl Single Hung Volt COmposlb(109'x72') 0&I&MT NO Yes No +4te O Pau 10 Swbn Single Hung Wndow 48'x78'%Aryl NOn-rmpect Single Hung Window i19difL1118AniWb - 4 Seda1(U2118ret.Hung Vkryi Single Hung Tdpla Cam gaAe(100"x33:S) 00232027 Np Vag W +361-35 6 Pella 10 add" Single RUN wndow 88'x82'V�nyl NorFlmpp0S Single Hung Window Of1Z12022 No Yea No Yes Mo +58ty5 eat-sal-00 - .y/ /IOC O 5 earn 1C7208119le Hung VIrrASlrgle Hung THnln Compede(96.1It31 051132027 NO Yea ND +36i3S 6 Peda 10'Brre Bingle Hung WntlaW 361x 77 Vinyl NoM1lm"d Single Hung WlndrtiV OTMWC22 1W7712023 Na Yee No, +60rE0 OmIINAetrbta Asoravd far Use Anettavd tar Uas lslal9t Deal" A♦ L �J L 6 $odes 1p2091rgle Hung Virry190gle Hung 7Wln COmpa2e (7a•x6B-6•) 0&162027 No Yes lla +3635 7 PNp 10811 eingle Hung Wndow 52.1IVx V0'Mnyl Non-ImpectSee4 Hung WlndoA Awl Pradud Model. Numb, ar Nffff prodeeGeedodrn once Exdimlian Date in HVHZ QVWda HVHZ �y(�gt r�i ggglg T a Serena 1O20 $Ingle Hung 6011070 Single Hung MmA Single Hung Triple Compass (104' V %59 001162027 Nrcyl Hung Window(46" 72') gWIV202T NO Na Yes Yes No Pin +Sal,S6 +3" FUMeWga PmOMt} : 1 Sene 10120 Mrryr add law (p0' x 76? O7f16r2024 NO Yes No +25(-2S � � O ♦ V � �}� 0 y,i 9 Seda1(Y2091rglo Hung Single x MW Single HUMVWindow(4g•x50.1f2'} W132027 No Y" No +36135 -. Aprard for u'e dpp Jg((gg - (Mock( 219M 2 Series 1020 Vircyl6ed Wrxkrw (1p6'xS4') 07l1&Z024 Window(e0•ii00') OfmS12024 NO NO Yes Yes. IYp +gy.26 No +5gn.5p Cori �• � 10 3u1es1(Y20SrgI.Hung Vlrrd Slrglx. Hung Wino 1367 x 5B-1,7) OBI16=7 No Yes No +3" Awl Pedw4t Model. Number at N.me. gmdwC(WIMN Prodebi Deadoda cogennot Enaimiisa Dab NN4H2 Outside Hell Resistant P N"ro 9 Sens 1Q20 Vinyl Fixed � - 11 12 Series 10120 Orlin Hung Sala 1020 9ugie NUng Vinyl Bogle Hung Wiadow(4r x SC) W17ocrr Vimy1 Single Hung Wall (3li'x72•) W11&2027 No No Ya Yes M. No +35135 +86h86 I Pella 10 Barbs Single Hung Wndow 3Wx90' Mnyl Non-Impald Single Hung WUWow ON222023 No Yes No +40"0 � 6 13 Sarles 1020 SingleHung Vinyl Singla Hung Turin CampoelN(72' x BOX) 08232027 No yes ND +3&.96 2 PC" lO Serbs Single Hung Wndow 84-x90- Vnyl Non-Impect Single Hung Window O&OW2023 No Yes Ale +4560 14 15 Shea JO20 angle Hung Selesl020Sirgle Hung Vimy1 Bigle Hung7iWn Compalte.(06:8'x53-6'} 062120Z7 ViIy191rgle Hung TWln CompOaOe(86.5's72•J 0&171202T Na No Yea Ya hb orb +g61.35 +3y.39 3 PWs 10 SeHa $Ingle Hung 111 4 Pe4la 108efbs eingle Hung Wndow 34":OT Vinyl Non-Inpedt Smgb Hung Wild- 05MW2O23 36'a6T MnYl NoerlmpaetSrgla Hung Widow, 0612R2O23 No Yea No Yes No sow lb +Sy;65 �® > W p 16 6e1a1Q0SI&rgl.Hurg Mm,,1Slrgle Hunglwln Ccrnpalb(72"xl2) 061&2027 No Yes No +4W-40 a Pala lO Series Single Hung WhdoW 62-lWx60'Vinyl Non4mWSDgb Hung Wlndm MIMI 23 He Yes ND +BW,e) !� , h 17 Series 1020Single XUng 14aN Fixed Wbh $Ingle Hung Flankem (108'x72') 19f0&2021 No Yea No +30u30 t0 tea C.9 FIY11aafLRl3fhedarta � �_ c' 1.6. faint AmHM m AQasi0.�{ /A....d for U- team grim i "_l Rcm sAg Product III Numbs, At Narita Product Deeedatian Caramst Eadmbn Oda in HVHZ Oubido N1/1R Asaids" pot.* y -p C14 1 R 180 Serve Fitcumw pas9 Avend Nth Serve wermsta Perormance Singk Hung 1508edeeorThermetarw Ennampes orAvaMl High 14t04 tsar Perbrmenee Single NUnp (42 x 72) O&172@7 WyINIgh Parlomance Single Mung Twin OW112027 No No yea Yes Iva No +5&30 +5(x.M N O Q � tV d eZ-= 8 Porlormance Single Hung Single 151) Sams orThsrmeMaror EnOpmpees orAVemr Sing Composite (72" x 05.1 re) %A PA Singla Hung lr do Composite (IOr x 7-1) 0011502027 No Yes No +40M0 E � CD Hung .s�`.. C.t 4 1508arla rThermetar or Enamw por Awl Sing. idyl Single Xurq Trlpk Cantposae (10117x53.Y) MUM?MUM?Na Ye NO +351 Hug CID Ol V ` � C vo 3 C E Florida Department Of Business 8 Professional Regulation Pepsi di Florida DB rtrmeflt of Business & Professional Regulation i>a pipe 1 one Flodda Department of Business 8 Professional Regulation Psa1 of a tZ v Budding Codes and Standards MCI= Budding Codes and Standards 11MM2 Building Codes and Standards ena2as2 0 Product Approval Application Detail Proth,ct Approval Application Detail Product Approval Application Detail K., .. C_6 Ent�m 29a Dee 04bPaodna DO. code FAIIII Daft oats DabPendnp Dan Godo Es an own ow D 19Peadae Dan; nag Vamid. Man.bdumr Cobisd Enaner&Liana. Vali4fdev Vdidond aabmitbd FIICAarexy Aooroud 9nihr Male Kmbn Mano6rurat cyir at Endnnt Lirrw Vnlidelad By wliaw swiling FBC.Adnroval AAbprgood, ejp TjM YVmian Ms.w%x us Co�q Endo.,&L'p lea Wliiftw Br wlift a Submitbd FBCAeerewl Asionmed ow- Aarnatlen 2021 Polls CorppNMlon Joe Hayden Said Window grid Dow James L Buckner. P.E. ® 07/14/2020 07114t2020 072W2020 Appmed Alirmation 20M P.O. CorPardon Ja Hayden Sand Women W. Sdwef.r, P.E. T.E. W nn, PE, LLC 07MU2020 07114/2020 07120f2020 Appraued Afirmilwn 20M Pedo Conpomtlon Joe Ht'yden a¢WI W rgpwand Door James L Buckner, P.E. 07A4i2020 0711412020 OTM(2020 Appmoad Cbigaeer-Wndows Robinson Moru6oNndrAn9mliden OBUCKEnghwiling Cnngery.Wndows Robinson PE-44138 (581)W"485 Consider. Bderbr Doors Robinaon MenufacellprAssoobtlon CRUCKEnglneerOrg aubral"I HalmlMal811der (641)021-SM (wi)4a1-sew "InCidnearY Hdrtidrod Slid. M41)621.5= aubgate9ry. Slldns E.W.r DoorAsemblie (611i621.5= (561)491.027 Oamplianev Method: ConMcatlon Mark or Using pedeprodUcteppMV81®pe Compliers Nathad: Evaluation Repel Roma p.11epmdudapprovalildipe CampOsna Mbihsd: conMlation Mal listing P.IMprodurdappr gisce Ili.-cam .1oddsRegistered ArohltegtorsI-WensellFlorida 118.00. I18-00m Fl0,11161.�'7P(aduata Pipl.rlon.l Englnsr _ rLAka4ti2Pw3,vae JgIMOtCAWmaa An�(rmdwua. Aa9®sLAldla L,tlgloi gWag FR1M2B71-FAPrndudn' 91Mat[BYATiOrt Adravdfarune Adgreedlrarua ImBICt Gaalaa moo Prodod MI Numble w Nege Ptoduti D.nedbiim Camraetmuiralien oft in RIJN Outside HWR Rasidunt Press OalyyAill, Aeerdved far Us. ASOmWM For Ua No Deicer A" erded.Mdiel, Mr.mbM.MName ProduetOeaddntidrt captneagxalmtknaw in HVHL outside HVHZ Radiative l Pinieggrs. 1 Series 1020 SlidingWlrWcw yl lag (OOrOr7�, 73-if2"x00') ®F27I2023 Vi 811dl Wroow No Yee Np +3W-30 an Praised Nadel. Number Name Prdael Deadallm conwilak Exelndlon Odle Intl Quinine HVIN gmlmftn! Pfto 1 Series 1GM0123 ad1n gQlaw Odor YI 2Aenel'CX'SIM It7n110oM96'kWl' 11F3p1'Na1 nrl4 pg ( ) NO Yes No +25'-25 2 Swine, 101) SIIWIng VAI Mrtyl 33ding Wnoow(C0( or X0. 734ir 36•) 0328f2023 No Yes NO +WI-35 1 Sana10SIldIng Wlnddx Sala lO Vlryl Flanged SlIft Windows 01512512081 No yes ND NIA 2 Sprees 1012OF28 SII Inc Glass Door Myl$ogle Panel Find Mkol lie. 34.1&1S 10=6F2022 No Yes Nod +351 a Sena 1070 Sllding WNlaw Wild SININ; Wntddw (XCX. 1011" x W-) 0270023 No Yes NO +30190 x 811 4 Bona 1020 Sllding WIWI vial 3111 Wndow(XO%, 1087 x$so) 0&2TI2023 No Yes No +3&3.9 a Bede9 IC20125 alkingGlps} DOW Wyi 2434nel'Q)r sloIrg QkM Ooor(Tr x82) IOM402021 No Yee No +3IV36 4 PLanM46.R12 Sera 1012O26 SWing Glass Door Prvdrb My181rg1e Panel Fixed 101 Door(9ldall(e, 47-10x Dg2612022 sis-112•) No - Ye No +2111 OpX%Aeerare Aeordved far Us. AsornvW for Ua IbeW Design 11 4 Prddd Model. Numb, at Name Prod"10waeddiwr Cankmd Exoir#Wn Osb in HVHZ QubMs MVXE Maf.tanl, Anin- 1 Se'ka 190 or En o mpeas orAvanO Sliding Ok=Door Mm,1244entel 10X• 91Wing oNlss Door (86412' x CW2402031 No Yes No +25ez 93-1129 2 Sena leg or Enoomme orAwrdSlldeg Ones Door Myl$Irgle Panel FDced'C' Door(SMellie, 95-12'x 02MM032 No Yes NO -Nor-W 81.12') S ee. Seta 13) or F-porAwn8ns 81Win% keeDoor Virry124ren.1'OX' 81Wine owes Dbon(72 x 82•) osms 12 No Yes N) +36&Q0 4 Salad 150 or Encompass orAwn881WIng Qkw Door Viryl Bingle Patel FDNd'G' Dow(SHeilt 47.12' 02MV2032 No Yes Me +25h25 95.12-) FL=444114 Pradwb < Quallkr.Aauytes Adprosed for Use Addttevd to Uae Imaat aom Ictodubi Model. Ntanbw of Nails Pladwak Dwoulat n Carsmdlixelrbibnosb In HVH Oulside HVH2 k illel prl.sum 1 Series1a0 or 6won pass orAvanO$IldlrgGlass Door My124snee*= SIIdligGNws Door(11540'x 0W242031 No Yes No +251125 95-'127 2 Sena 1So or Encompass orAvan8Slideg Glass Door Vrrryl 0IngIn Pawl Flwd"V Door(Sldellse, 33.11�x OW1602032 No Ya No +40FN0 81-12-) 3 soda Iso or Eftempeas orAenOSdtlOg Glass Door Vir44 24 b q7P aldeg peas nw,(72' x 82.1 O6YAQW2 No Yes No +3rd35 4 Serlw1W or Encompass wAwrtlSlIcIft Glass Door MrrA Slig1. Parise Fixed 10" Door(SNeIIb, 47-10% MiS02032 No Yes No +W26 8612� z CIO CIO o L Q O C O L < (1) U) M L) m � Q O L W� a z � J z Q a SHEET N0, March 6, 2023 PA 10 - - - - -- ..1 n0 `I-, - -r �i--1- _. - II 1 I 1 1 - 1._�1- ----. , _- - I I I '. I I I II I I it J rl I m' t' : l it l l - _- i i O N C0 U O +'' -0 2 0- OSim Simpson Strong -Tie 2020 FBC Approved Products Updatad,2r3orzo2o � son Stron -Tie 2020 FBC Approved Products Updated 12l30 020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12l302020 Sim son Stron -Tie 2020 FBC Approved Products Updated 12130/2020 Q OL For direct links to all SST approvals listed below, CLICK HERE. _. For direct links to all SST approvals listed belovo, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. r , .. For tllrect links to all SST approvals listed below, CLICK Hli �regarding N /1 LL For additional information regarding Florida's Statewide Product Approval System and Miami -Dad County g g PP Ys a ty Notice o ce Lance NO CLICK HERE, f Ac p (. A). o or additional infamationre regarding Florida's Statewide Product Approval System end Miami -Dade Count F g g e pp Ys Y Notice of Acceptance PJO CLICK HERE. P ( A). a Far additional information regarding Florida'sStatewide Product Approval .Lem and Miami -Dade GWm 9 9 pp � r Notice of Acceptance NQA . ,. CK HERE. Y p (. ). 5� iInformationr ardin Florida's Statewide Product . t i �- ad C w For additional sroyal S .emend Mami D a pun gApproval _Ys. County ado F Acceptance P O CLt K HER Notice o ce .Lance J p. ( A). � _€. V to FL#2355-R7 FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8" to 3- ". V 9116" and heights ranging from 4-5116" to 11 Concealed flange Sea # Product Model. Number or Name Product Description Sag # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having wroth equalto or O O 1 Masonry (Tf N-SS) Titan Stainless Steel Concrete & Mason Screw /4"diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, 6TH BrickTies greater than 3-9f16". L L 0 2 APA21; APA4., APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled Straps 12 ]US series hangers Face -mount hangers available in widths ranging from 1-7/8" to 3- Q 3 APB44, AP644R, APVB66, APB66R, APB88, APB88R, APB1010. APB101 OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, C518: C520, CS22 Coiled Straps 5J8" and heights ranging from 9.114" to 16". N _0 0 _ FL#9589-R6 APVB44R, APVB66; APVB66R, APVB88, APV888R, APV81010, APV6101DR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.83SDS, LGU5.25-SDS Face -mount hangers C* 0 -4.- 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CT5218 CommessionfTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers M 0 > Sea # Product Model. Number or Name Product Descrption APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers "» _ -0 O 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH40R. APHH610. APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, HIS, H16S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16"fl4. 0 L L 2 SD9112, SD9212, SDI0112, SDI 0212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APT8, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15/16". (n 0 Co 3 SD9112SS, SE9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU6.25-SOS, MGU5.60-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers (� V�.�- 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1,.5 HSS2-2•SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z. CBT4Z Concealed Beam Ties 11 HST2, HST3, Ii HST6 Straight Straps 1J8" and heights ranging from 6-15116" to 19-112". W h 5 SDCP22434, SDCP22512. SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber.CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJTGZ Concealed Joist Ties 12 HTS16, HTS20, HTS24; HTS28: HTS30. HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDGP221134, SDGP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ. HTS020KTZ Heavy Twist Strap 20 SUR, SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- u = o v c•s 6 SDHR27400, SDHR27614, SDHR314001 SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9110" to 3-9116" and heights ranging from 3-1116" to 13-314". rI Li 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS2530D, SDS25312, SDS2541 2, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4. F06 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all do V) .y a SDS25500. SDS25500, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; on ly acute flange is concealed. N 8 SD525112SS, SDS2520OSS, SDS25212SS, SDS2530OSS. SD625312SS Stron Drive SDS Heavy -Duty D Connector SS Screw 9- y- �Y 15 GA1, GA2 Gusset Angles 9 17 LT820, LTB40 Bridging 9 9 21 U series hangers 9 Face -mount hangers available in widths ranging from 1-9116" 9 9 9 6 C= N ro 9 SDWF2716; SDWF2720, SDWF2724, SDVVF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8; H10A.2, H1 OS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16: LTSIS, LTS20 Light Twist Strap 6" and heights ranging from 2-518" to 11-114". t 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MS748 MST60, MST72 Medium Girder Tiedown Straight Straps m FL#10007-RS 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA3e. MSTA49 Straight Straps FL#10667-R6 3 n7 20 1.30, L50, L70, L90 Angles 22 MSTC28. MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps a Sea # Product Model. Number or Name Product Descrlption 21 LCE4 Post Cap 23 MSTC48B3, MSTC661i Pre -Bent Straps Sea # Product Model, Number or Name Product Description 1 ATR318, ATR112, ATR5/8. ATR314 Threaded Rods 22 LS30, LS5O, L$7C, LS9O Skewable Angles 24 MSTI26, MST136, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116 7- 2 ATUD5, ATUD6-2, A7UD9, ATUD9-2, ATUD9-3, A7UD14, A7UD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS1S, MTS18, MTS20, MTS24C, MTS30, M7S3OC Medium Twist Strap 116" and heights ranging from 7-118" to W". CL 3 SP318-2, BP112, BPI/2-3, BP5/8-2, SP518-3, 9P314, BP314-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, L5SJ21 ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2k8-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-618" to 7- 4 CNW3/8: CNW112. CNW518, CNW314, CNW518-i/2, CNW3f4-5/8 Coupler Nuts 25 LSSR1.81, LSSR2,1, LSSR2.37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCW812, RCWB14 Wall Bracing 118" and heights ranging from 9-114" to 24", CL 5 CTUD55, CTUD65, CTUD66. CTUD75, CTUD76, CTUD77, CTUD87. CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML262, ML28Z. ML21 OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 26 MMH8 Roof Tie -Down 30 SP1. SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B. RTUD5, RTUD5, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHS Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2,5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EGg series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC. RBCP Roof Boundary Clips 33 ST9, ST12, ST18. ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST8224, ST6236 Straight Straps 713" and heights ranging from 11" to 32-112". 10 URS3 31S" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Donn 34 T1320, T627, TB3C. TB35, TB42, TB48. TB54, T856. T860 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod RunTledovm System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 7WB1Q TWBIZ TVAS14 Wall Bracing 114" and heights ranging from 11-114" to 32". 12 URS5 518" Uplift Rod Run Tiedown System 34 STC. STCT, DTC. HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" 13 URS6 3M" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB108; W6106C, WB126, WB126C; WB143C Wall Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11"to 32", FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30", Seg YG Product Model. Number or Name Product Description Sea X Product Model. Num ben or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-7/8" 1 DTT2 Hold-down Seg Product Model, Number or Name Product Description 1 CBH2.37x5,5, C9H2.37x7:63, CBH2.374.75 Concealed hangers and heights ranging from 10-112" to 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (DU, DHU) and top -flange (DHSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3; DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from I-9116" to 3-9116" and heights 718" and heights ranging from 7-1/2" to 32". 4 HDU2, HDU4. HDU5, HDU8, HDU11, HDU14 Hold -dawn 3 GBC Gable Brace Connector ranging from 9-I1S" to23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3:63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33"- 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411,81, HHRC44, HHRC5.2513.25. HHRC5.3713.lZ Heavy Hip to Ridge Connectors SDS, HGU9A0-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8" to 7- 9118" and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HR022 Hip Ridge Connector 318" and heights ranging from 5-6116" to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118"to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210 LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7,00-SW. HHGU7.25-SDS, Face -mount hangers 3-9116" and heights ranging from 5-318" to 13-1/8". 1D PAIIB, PAI23, PA128. PAI35 Strap -style purlin anchor 8 LSU26, LSSU28. LSSU210 Light SlopeablelSkewable U. Hanger HHGU9,00-SDS 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 11 STHD10. STHDI ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 112" and heights ranging from 3-7116" to 15". Concealed flange 12 STHDI4. STH0I4RJ Strap -style hold-down 10 TC24. TC26, TC28 Truss Clip HHUS7.2511 D version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9l16", THAC422, THA426, THA422-2, THA426-2 118" to 5-IM" and heights. ranging from 4-314" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1.81122, THAl2.06122, THAl2,1122, THA1222, THA1322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC; HSULC) available for all 118" and heights ranging from 5.3/8" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9118" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26. HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5.3/8" to 32', 15 THJ1102-4-SDS3, THJM2-5-SOS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 18 ITS series hangers Top flange hangers available in vddths ranging from 1-9/16" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.7/8"to 19-114". Concealed flange 518" and heights ranging from 9.1/&'tc 16", 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in Width of 1-9116" and heights IS VrCR Valley Truss Clip greater than 2-gfl6". ranging from 5-318"to7.1l4". 10 HUCQ1.81f9-SDS, HUC01.81111-SDS, HUCQ210-2-SDS, HUCQ210-3-SDS; HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in Width of 1-9116" and heights SDS, HUCQ410-SDS, HUC0412-SDS, HUC05.2519-SDS, HUCQ5.25f11SDS, HUCQ610- ranging from 9-31115"to13-1f8". SDS, HUCQ612-SDS rt r Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated I2f30/2020 For direct links to all SST approvals listed babe, CLICK HERE. For direct links to all SST approvals listed belay, CLICK HERE. . For drect links to ell $ST approvals listed beeav, CLICK HERE. For direct links to ell SST approvals listed below, CLICK HERe. i F rr rru wr:av Far additional information regarding Icnda's Statewide Product Approval viol System an i Acceptance O g g St u pp o yet d Muam-Dade County Notice of Accep anc (N A). _ _ _ -_ ., F in Florida's'do's Statewide Product Approval v lam d i-0a a Count Notice of Acce lance NO H K or additional information regarding Flm pp o al5ys an M1Nam d y p ( A), �l, iSr.�B « F additional information regarding Florida's Statewide Product Approval Lem d � i-D de cunt Notice of Acceptance NOR .G a ad io eg g da od par Sys. an NUam a County i e p i }, C_ K HERE r .l C K . F information regarding Florida's Statewide Pr e H R a additional info adonreg g a Product Approval System and Noami-Dad County Notice of Acceptance (NOA), �. 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#1146S-R5 18 S/LBV1.56, SILBVI,81, S1LBV2.06, S/LBV2.37, S/LBV256, S1LBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anohorfor concrete ranging from 5-37S" to 15-118". S1LBV3.56, S1LBV3.62, SILBV4.06, S/L13V4.12, SJLBV4.28, S1LBV4,75, SILBV5.50 6 Strong -Solt 2 (ST62 STB2.4SS, ST82-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Sea # Product Model. Number or Name Product Description 19 SILTT20, SIDTT2Z SIHTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/16" to 13-118", 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, SIMST72 Straps 118 mil (10 ga) 7 Titen HD (THD'-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4. SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112". 3 HU00210-2-SDS, HUCO210-3-SDS, HUM310-SDS Joist Hanger 22 SSP, DSP; TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGI3H4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-112". 5 THGQ2-SDS3, THGQ3SDS4.5, THGQH2SD53, THGQH3SDS4.5, THGQH4-SDSB Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (THD37634RC,THD50934RC) Titen HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangars available in widths ranging from 1-9/16" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger (THDB25158RH, THD537158RH, THD37212RHI Titen HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-1/4" to 24". TH050234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in Width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchorfor masonry ranging from 3-3fS" to 7-118". FLtM 1473-R5 FL#13904-R5 (D 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in wdths ranging from 1-9116" to 7- Sea # Product Model Number or Name Product Description Sea # Product Model. Number or Name Product Description FLff16230-R8 1/8" and heights ranging 9-114"to32". 1 DETAL20 Double Embedded Truss Anchor 1 CCOM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SOSG, CCTQM5.5O-SDSG, CCCQM3.62-SOSG, CCCQM4:62-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, HISS, H16-2, H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16 HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQM0362G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6 HETAL20 Embedded Truss Anchor ECCLLQMD4L62G KT ECCLLQMD5.5OG-KT, ECCLRQMD3i62G KT, ECCLROMD4.62G- 3 SET XP SET-XP High Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors Anchor KT, ECCLRQMD5 50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry }e 1 2 ABA44; ABA44R, ABA46, AHA46R, ABA66, ABA66R ABU44, ABU44R, ABU46- ABU461R. ABU5-5, ABU5-6, ABU65, ABU66, ASU66R, ABU88, Adjustable Post Base Adjustable Post Base 7 8 HHETAI6. HHETA20. HHETA24, HHETA40 LGT2, LGT3-SDS2.5, LGT4-SDS3 Heavy Embedded Truss Girder Tiedovm 3 4 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 LGUM26.2, LGUM26-3, LGUM26A, LGUM28.2, LGUIM28-3, LGUM28-4, LGUM210.2, Heavy Masonry Hangers Masonry Beam Hangers 5 6 Titen 2 (77N2) Trien HD (THD-H4SS, THD-H6SS, THD-CS6SS) Titen 2 Screw Anchor for Concrete Then HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010. ABU101OR, ABU1212, ABU121.2R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46; LGUM48, LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ.. ABW7-7 A04, Adjustable Post Base 10 11 META12, META16, META1S, META20, MSTA24, META40 MSTAM36, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.12J9.25, MBHA3.12J1125, MBHA3.56P.25, MBHA3.561925, MBHA3.56fll25, MBHA3.56111.88, MBHA3.56114, MBHA3.56/16, MBHA3.56)18. MBHA5.50f7.25, Masonry Top Flange Beam Hangers 7 Titan Turbo countersunk head. Anchor for z fn 5 AC4R, ACE4, AC6, AC6R, ACES BC4, BC46, BC4R, BC6, BC15R, BC8, BCS2-2/4, BC82-3/6 Post Cap Post Cap 12 MSTAM24, MTSM16, MTSM20, HTSM1 s HTSM20 Twist Strap for Masonry MBHA5.5Of9.25, MBHA5.50111.25, MSHA5.50/11. 88. MBHA5.50114, MBHA5.50r16, (TNT) Titan Turbo Screw concrete or masonry �/ 6 C1344, CB46, CB48: C966, C1368 Embedded Column Base MSHA5.50118 CZ 7 CBS044-SD52, CSSQ46-SDS2, CBSQ66-SDS2. CBS085-SD52, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3.56111.25, MBHU3.56/11.88, MBHU3.56114, MBHU3.56116, Masonry Beam Hangers FL#18837-93 8 CC, ECC, ECCU Series Bolted column caps with Witrangingfrom 3-14' to 9-112" and FL#11496-R6 MBHU3.56118, MBHU5.50tg.25, MBHU5.50111.25, MBHU5.50l11.88; MBHU5.50M4, W2 ranging from 3-5/8" to 7-112" MSHU5,50A6, MBHU5.50/18 Seg # Product Model. Number or Name Product Description CIO O 9 CCq•SDS2.5, ECCQ-SDS2 5 Series Screwed column caps with W1 ranging from 3.1 /4" to 9-1/2" and Sea # Product Model, Numberor Name Product Description 1 X3481016-51<1 X1S1016, X1 Bit 0164K, XQ1S1016, XQ1 B1016-4K #10-18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 W2 ranging from 3-5118" to 7-1/2" 1 DTT1 Z Deck Tension Tie Drill Point 10 CPT447, CPT667, OPT88Z Concealed Post Tie Base 2 HD12, H019 Bolted Holdowns FL#13975-R6 2 XL0114T1224, XLQ11461224.2K 412.24 Strong -Drive XL Large -Head Metal SO -Drilling, Tapping 11 EPB44A, EP844, EP646, EP666 Embedded Post Base 3 HD38, HDSB, HD76, HD96 Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HT75, HTTS 314 Tension Ties Sag # Product Model. Number or Name Product Description 3 XM0114S1224 XMQ114111224.21K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT208, _TT131 Light Tension Ties 1 SDW22300, SDW22338. SDW22438, SDW22458, SDW22500 SDW2260q SOW22638, Strang -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 15 LPC4Z, LPC6Z MPB44Z, MPB86Z, MPB68Z Light Post Cap 2 SDM2634 SDWC15450, SDWC15600 Strong SDWC TRUSS Screw 4 XQ1 14SI224. X011461224-2.5K, XI14S1224, X0112SI224, XQ1 12BI224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6 Drill Point S� Moment Post Base -Drive 16 PB44, P644R, P846, P666, P806R Embedded Post Base FL#13628-R5 3 SDWH1D30ODB SDWH10400DB, SDWHI95OODB, SDWH19800DB, SDWH191000D8 Strang -Drive SDWH TIMBER-HEXSorew, 5 XU34S1015, XU34B1016 6K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Scree-,s with 17 FBS44A, PBS46, PBS65 Embedded Post Base 4 SDWH27400G; SDWH27590G., SDWH27800G, SDWH2710OOG, SDWH2712OOG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SDWS FRAMING Screw 19 PC44-16. RC46-18, PC43-15; PC64-16, PC66-161 ERC44-16. EPC46-16, EPC4B-16, Post Cap 1 SB5/8x24, SB718x24, SB1x30 SB Anchor Bolts 6 SDWS19600, SDWS19712, SDWS224D0,SDWS22500,SDWS22512, SDWS22500. Strong -Die SDWS TIMBER Screw (interim Grade) O EPC84-16, EPCSB-16 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTBISL, SSTB20L, SST824L, SSTS Anchor Bolts SDWS22800, SDWS22900, SDVVS221000, SDWS221100; SDWS221200; SDW5221500 FL#35320-RO 20 PO4Z. PC41RZ� PC6Z, PC6RZ, PC8Z, PC8RZ, EPC4Z, EP04RZ, EPC6Z, EPCBRZ, EPC8Z, Post Cap SSTB28L 7 SDWS2230ODB, SDW822400DB, SDWS22500DB, SDW522600DB, SDWS2280ODB, Strong -Drive SOWS TIMBER Screw (Exterior G rade) ALA f EPC8RZ SDWS221000DB Sea # Product Model. Number or Name Product Description L.L� 21 PPB44-4Z; PPB44-6Z Post Base 8 SDWS22312DBB, SDWS2251201313 Outdoor Accents Structural Wood Screw 1 DSSCS43.5. DSSCB48, DSSCB48, DSHS Bypass Framing Drift Strut Connector A 1 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS SDWS27400SS, SDWS27500SS, SDWS2760OSS, SDWS2780OSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FC645.5, FCB47.5, FOB49.5, FC9411.5 Bypass Framing Foxed -Clip Connector V'^/ SDWS271000SS SDWS2712DOSS 3 FPHS034S1018, FPHSD3481016, FPHSD34B1O16-5K, FPHSD34SI214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- V sea # Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214-5K Drilling, Tapping Screws CIO FL#10866-R5 1 CMST12. CMST14 CMSTCI6 CS143 CS16, CS18, CS20, OS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC9 25 LSFC6 25, SFC2.25, SF04.25, SFC6.25 Steel Framing Connector M a • ■ 2 HRS6 HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MST136, Straps 97 mil (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. Number or Name Product Description MSTI48 MSTI60, MSTI72, SIMST27, S/MST37, SIMST48 MSSC4 25KV4, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20,. HTS24, HTS28HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKWS 5, RCKW7 5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MS7A24 Straps 43 mil (18 ga) 7 S0843.5, SC645 5, SCS47 5, SCB49.5, SCB411.5, MSCB45.5, MSC6475 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6, 01166-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sea # Product Model, Number or Name product Description 8 SCS32-5197, SCS62-5/97, SCS52-51118, SCS82-51118 Bypass Framing Connector 8, GH610-6, GH510-8 6 LSUBH325, SUBH3.25, MSUSH3.25 Bridging Connector 1 AS IS. AS 1855; AS 1830 18 ga. Truss Plates 9 SCW3 25, SCW5 5 Head -of -Wall Slide -Clip Connector 4 GLB5A, GL55B, GL55C, GL851), GLB7A, GLB7B, GLB7C, GL67D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJCS 25, SJC10.25, MSJC8.25, M5JC10.25 Steel Joist Connectors L� 5 GLBT512; GBLT612, GLBT5IS, GBL7616, GLST520, GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 0 ICU 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12. 5T18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34137414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HG7-2, HGT-3, HGT-4 Heavy GirderTiedowm 10 MS7C66; MS7C78; S76236 Straps 68 mil (14 ga) Screws LIJ 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTSIS, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 X01S1018, XQ1 B1016-41K, XQIS1214: XQ1B1214-3.5K, X07851224, X078B1224-3K, 410-16: #12-14; and 412-24 Strong -Drive X Metal Self -Drilling, M 9 URFP Universal Retrofit Foundation Plate 12 SB1.56, SJ81.81, SIB2.06, SIB2.37, S1132.56, S1132.68, SIB3.12, SB3,56, SJS3.62, S1B4.06, SB4,12, S/134.28, SIB4.75, S1B5.50 Top Flange Joist Hangers FL#15730-R4 X0114S1224, XQ11461224-2.SK, XQ112S1224, XQI1291224-2K, X34BI016-SK, X1 81010, X1 B1016-4K, X181214, X181214-3 5K Tapping Screws 13 SIBA2.12J8, SIBA2.12110, SBA2.12112, S/BA2.12/14, SJBA4.18/8. SIBA4.18T10, Top Flange Joist Hangers Sea Product Model. Number or Name Product Description Z SIBA4.18112, SBA4r18/14 1 ET -HP Adhesive Anchor for concrete z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM 75, GDPM-100, GDPS, GW-50, GW-75 GW-1DO, GTH Gas -actuated fasteners and assemblies Q 15 S/HD8S, SJHD88, S/HD10S, S/HD10B, S/HD1SS, S/HD156 Holdowns 3 PDPA, PDPA-K, POPA-MG, PDPAT, PDPAT-K, PINW, PINWP PINWP-W PDPAWL, Powder -actuated fasteners threaded studs, and assemblies 16 StHDL14, SIHDU6, S)HDU91 S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SIJCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. March 6, 2023 PA 1.3 1 11 11 ;1 F-F 1 it I __F� - - - I __F- - -, - __ - - I - I i i I II I Ili i A.. u:..1101 .I Irl-ALP I T I I l- I 11 r -11 _ - - - I - i _- -I IT - 'i _, - 1. Cn —00 CD > MIAMI- AMM-DADECOUNTY PGTIndustriesjuc. P43TIntlastries.1luc, = 0 L_ FROIDUICYCMTROLSEMON' - PGTIndustries.1m. C:L 0 CL 0 119-05, SW 26 Stee� Racm TN DIEPARTMMTOF REGULATORY AND ECONOXHC RESOTTRCESatER) Mmm� floTEb 33175-2474 NOTWE OF ACCEPTANCE: EVEDIENCE S1113-AUTTED NOnCE OFACCEPTANCE: EVIDENTC E SUB 3,HrTFD cu -0 BOARD AND CODE ADMOUSTRATIOND[I'MON T(M)3155_2590 F(M)3-15-2.5Q9 OF ACCEPT-JUNCE (NOA) www_Udamaid*de.govtecoao=y 1. E-vidence submitted under piviious-N-0.4 NOTICT OF AC CEPTANCE: EVIDENCE SUB31[ITTED D. QUALITY ASSV4LkN-CE (1) C-) -* U) =3 M -co Cn .NOTICE A. D R X� VT- I ZG S B. TESTS (continued) L Miand Dade Depamneat of Regulvory and Economic Rrsources (R.ER)_ CNI a) -0 0 -0 _0 PGT Industries. Inc. 1070 Technolo&TDTive, 1. Manufacturers die drawings and sections. 5. Test report on 1) Air Inffitration. Test, pef FBC_ TAS 202-94 = 5 0 0 North Venice. FL 3427-5 (Subodtled tinder NOAXo. 11-0107 04) 2) Uniform Static Air Pressure Test- per FBC- TAS 202-94 -1- 1. N-LALTERILA.L CERTMCATION-S LL SCOPE: 2- Drawing No. _MD-55570.0- titled"Vin yl -Sliding Glass Door NO A- W`7 ShWs 1 3) Water Resistance Test, per FBC, TAS 202-94. 1 � Not ice of A c cc pt ance No. 1 8. 14 is sued T o Vis ion Fxtrus ion Lim it ed for their .0 Co 0 -4.— ,— CU This NOA is beingissued under the applicable rules and re ,ga la fions go veming the use of c ow-huctia a material5 - The through 21 of 2 1: prepared by manufacturer, dated 10,05/15, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 "Whke RJgM PVC Exterior Extrusions for Windows and D Gors�., dated 08,13/ 15. _J CU 0 > Cf) -0 0 c2r- E documentation submitted has been re-.iewed and accepted bylliami-Dade CauWRER-ProductCoutrol Section to OV05117� signied and sealed ky A� Lynn Tvfillei� RE. 5) Cyche Wind Pressm Loadingper FBC, TAS 203-94 vq&ing on 09;30;'19. ;Z Q �,) (D L_ _4__# be, wed iu_XfiawiDa&-C-o=tyacd ot1=uea,-iy%,h= allowt4bythe 6) Foxed Eatty Test, pef F BC, TAS 2022-94 2. Notice of Acceptance No. 16-0920.08 issued to Vision Exinmion, Limited for the -a 171 C�L " q,4_ U) 0 C,0 '12 CU This.NOA shall not be %-slid after the expiration date stated below- The Mami-Dade County Pmduct Control Section B. T ES T S' along withmaiked-up drawings and inst2flationdiagram. of vmvl sliding glass door, prepared 100,0 Tan 202 and lighter Shades Rigid PVC Exterior Extrusions for (In 4Nfimm Dade County) and/or the AM (in areas other than-Miam Da& County) re s a rve theright to have thh, 1 - Test report on 1) UniformStaticAir Presstre Tmt, per FBC- TAS 2012-94 by Fenestration Testing Lab- Inc.- Test Report No- FTL &9,419- iated 11,006115, sigmd, and fA Windows and Doors"', dated 12/03,16, expirkg on 12,29�21_ X product or niserial t)L-.stedfurqualit�,a5m.mcepurposes. If 1hisproductormatexialfails topeilbrinin the accepted 2)Large Missile In4pactTest perFBC, TAS 2.61-94 sealed by Idalmis Ortega, R E_ (Test report revised on 12104A 5 and 021116) 3. Notice of Acceptance No. I-51A528,15 issued to Vision Extrusion Limited for their Z�: -C mamer, the mamcfacturer will. incur the expen-we of such testing and the AHTmay iminediately rev Gke- me dif �,, or 1 -clic W 203 3) C� JhdPressureLoadmg3,perFBC,TAS2 444 6- 'Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 �Brow-n Coated OPainted or Laminated) White Rigid PVC Exteiior Extrusions f suspend the use of such product or material within tkeir jurisdiction. RER reseives the risht to revoke this acceptance, if it is determined byMami-Dade CountyProduct Control Section that this pmduct or Maeda] fails to along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared 2) Uniform Static Air Pressure Test- per FBC. TAS 202-94 Windows and Doors'-., dated 08,113115. expiring an 09J30/19- meet 1he fequinments of the applicable building code- byFenestrationTesting Lab,lac.-Test ReportNo-FTL8717,dated 12AG715, signed and 3) W ater Resizatice Test, per FBC. TAS 202-9-4. 4� Notice of Acceptance No- 16-0712.02 issued to ENERGI Fenestration Solutims USA, Cn This product is approved as describedherein and has been designed to comply with the Florida Building Co&- scaled by Idalmis Ortega, P. E (Test repof t revrised on 0 2 215116 and 01,241' 16) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TAN 3040 and Lighter Shades (Non-AlThite) Rigid PVC Exterior inc lu ding the 11i & V e locity Hu n wa ne 7A �t e- 2- Test report on 1) Air IrifiRration Tesl, per FBC, TAS 202-P4 5) Cyclic W, ind Pmw= Loading per FBC- TAS 203-94 Extrusions for W, indows and Doors" dated 0-9i'l 5116- expiring on 02-DV21., DESC-RIPT103N.- Series 7 I'D" Vinyl Sliding Glass Door (Rf inforced) w�'wa 900 & 1354 cornersL_VJ� 2) Uniform Static Air Pressure Test- per FBC, TAS 202-94 aloAgaith marked -up draw-ings and installation diagram of vinyl, shdkz glass door . prepared 5. Notice of Acceptance Na. 1"71.244 issued to ENERGI Fenestration Solutions USA, I ATMOVAL DOCnl EENT: Drawing No. -NO-5-5 70.0 Rev B, titled "Vinyl Sliding Glass DoorNOA (LM", sbeet- 3) Water ResWmce Test, per FBC, TAS 202-94- by Fenestration Testiag Lab, Inc,, Test Report No. FTL 85,52- dated 11%15, sigiwd and Inc- for their "Bronze and Lighter Shades of Cap Coated RigW PVC Exterim, 1, through 2 1 of 21, prepatedbyrnanufacturer, dawd l0fi05%?1I 5 and last revised on. 02101i2l, signed and sealed by 4) LargeKssi1eImp2ct Test per FBC.. TAS 201-94 sealed by Idalmis Ortega, P. E_ (Test fep�on revised on 027115L2016) Extrusions forWindows andl)oor5" dated 09,115116, expiring on 04/1&20, A. Lynn Nfiller, P.E_. bearing thelviianii-Dade Countyllroduct Control Revision stamp �%uth the Nutire of 5) Qwhc Wind Pressure Loading M FBC, TAS 2,03-954 '�S 2-94 7. Test report on, 1) Uniform Static, Air Pressure Test, per FBC, TAS 202-94 6- Notice of Acceptance No- 1"712.03 issued to ENEIRGI FenestrationSolutions USA,� "White Acceptance nurber and exTumfion date by the'Mami-Dadle Countyf�ro duct Control, Section. 6) Famed Entr y Test, FBC 202 � per 2) Large Missile, In4W Test per FBC, TAS 201-94 Inc, for their Rigid PVC Exteilor Extrusions for Windows and Doors" dated 111 S SIULMIP ACT RATLNG. L a rge a a d Sma IL_Nfh-5i1e Impa c t Ri. s ist a n t along with marked -up draw ings and ins station diagram o f vinyl sliding glass do or., prepared 3) C vc he Wind Pressuie Lo ading per FB C - TA S 2 03 -94 08A011 7, expiring on 01,2&1 Lizaitatioms: by Fenestration Testing Lab- Inc., Test Report No - FTL &546, dated I VX11 57 signed and - along with marked -up drawmgs and installation diagram of vinylsh-ding glass door, prepared T Test reports No(s). 10-002-7921(A), 1 0-0&M052 7. 535753-09_ per ASINIE44- I . See table I (sheet 2) and table 2 (sheet �) for applicable SGD unit sizes, design pmsures., reinforcements ty pes7 sealed by Idahnis 0 rtega. P_ E - (Test report revised on 0 1 �`044 6 and 02; 11 �201 6) by Fenestration. Testing Lab- Inc., Test Report No. FTL 608 (samples A-1 tbru A-22). dated A-STNO 1929 and ASTIV0-635. issued by EXOVA toVision Extnision for cellulosic glass types.. sill riser(see tablEs B-1 & B-2. sheets 7 -8) and anchorlayout sheets requirements in I I thru 16- 3. Test report on l).A_irInf i1tratica Test, per FBC, TAS 2002-94 111-1910. signed and sealed by JoTge A- Causo. P, E - (Subinihed under 2VOAX& 11- composite riverial 2. Rig�d Mite FVC, Tan (Non�whitz) RigidF'v1C andBrowncoated (Painted or lamuLited) white RjVdF'.0 to be 2) Uniform Static Air Pressure Test, per FBC, T-AS -202-9-4 #107.0-41 (Submiffed tinder NO--4A-6.114107 04) Z labeled per rc&renx-d NOA�srequirements_ 3) Wattf Resistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC- TALS 202-94 8- Notice of Acceptance No- 14-0916.11 issued to Kut-aray Ame&a.. Inc. for their 3- Egress operabledoors must comply with. min clear widthof heightperFBC requirement- as applicable. 4) Large Missileln4W Test perFBC, TAS 201-94 2) Uniform Static A�r Presnue Test. per FBC, TAS 202-94 "Seatr-y-Gla,4 (Clear and Vilke) Intertay-eC_ expiting on 07/04/l& 4. Pock-elwalls under separateapproval, to be reviewedbyBuilifing, official 5) Cyche Wind Pressure Loading per FBC. TAS 203--94 3) Water Resistance Test, per FBC, TAS 202-94- 9. Notice ofAcceptance No- 16-1117.01 issued to Kurar-ay America, Inc -for their LARELING - Each unitskall bear a pennment labe-I wiffi the maunfactura'.s nameorlog-07 CiTY, state and series and 6) Famed Entry Test, perFBC TAS 202-94 4) Large Missile ln4act Test perFBC, TAS 201-94 -Trosifolg- 11track-ar. Clear arid Color P-VT, Interlayerf', ccpidng on 07,108.19.. following state�t. `31�1_-Dade,Coui3fy Product ComolApprov�wd`;noted hereim along with marked -up drm mgs and installation ctiagrm of vinyl sliding glass d cor prepared 5) CychicW, ind Piesmue Loadingper FBC, TAS 203-94 W RINE WAL of this INOA -.hall b e c an a de re d a fter a re newal app lica 6 on h as b e e a fi le d and th ere h w b e en u o by FeneAration, Testing Lab, Inc., Test Report No- FTL 8547, dated 12,104/152 signed and �6) F;rced, Entry Tesr� per FBC, TAS �202-94 1E ST AITE-AKINTS chan _ge in the applicable buiJckpg c ode ne gati-My affee ting the perfbrma=e 0 f this product� sealed by Idalmis Ortega, P_ E.,(Test report revilsed on 02/15d6) along with mailced-up drawings and installation diagram of vinyl slidi glass door, prepared Ing _ L Statement letter ofconfonnance with FBC--5h Ediden (2014) and FBC-01 Edition TER31r�.17110N of this NOA win oc cur after the expiration date or if thete has been a re%isim or chmSe in the 4� Test report on I)Airinfiltratwin Test M FBC, TAS 20244 byFenestrationTesting Lab,lne-Jest RepooNo-FTL6337 (samples -A-1 thruA-5),dated (2017� issued by manufacturer- dated 0&--1 4117r signed & sealed by Lynn MiUer, P.E_ materiah, use. andi"ormarufacture of the pfoductor-proces-s- INEsuse ofthis NOAas anendamement of anyproduct, 2) Uniform Static Air Piessure Testz per FBC-'LkS 202-94 11106/10. signed and sealed by Jorge A� Causo. P. E_ (&ibviiffed nnder.V0_4 A-6. 11- 2 - Statement letter of no finandal interest, dated 04-11 & 177 iss by manufactuitr. signed for sales . a&ertismg or any otherpuWes shall automatic all�y terminate this NOA_ Failure to cetWIyw& atry- 3) Water Reiistance Test, per FBC, TAS 202-94 0 107 0 R) scaled by Lymn Miller- RE- 5ec tio n c, f this N OA shall be c ause for ternination anJ re=-.ml of NOA_ 4) Lafge Missik Imp2d Test per FBC. TAS 201-94 1 Letterof Lab conpliance, part of the above test reports. AD XT-RTISE-NMN-T.- The N OAnu mbei preceded by the words2diami-Da de C ounty- Flonda� and to llowred by th e 5) Cyclic,14`ind Pressure Loading per FBC-TAS 203-94 C. CALCTTIATIONS 4, RER_ Test Proposal No. 17-03S7, dated 05/0517, si-cwd by Ishaq Chanda- RE.. expiration date may be di*ayed in adwitisinghteratime. Ifanypolt-ionofthe,NOAi-.displa-yred, then it shall be 6) Forced Entry Test, M FBC, T�kS 202-9-4 L Anchor venfication calculations and structural =24-sis, complying with FBC-2014, done in, its entireq alang with maiked-up drawings and installation diagram of -vinyl sliding glass door. prepared prepared by PGT_ dated 12,109,14 5auld last re%rised an 02115,116- signed and scaled by G. OTHER LNSPECHON7, A copyof this entire NTOA skall bepro-Med to the usiff by the mamifacftueror its distributors and by Fenes-ftation. Testing, Lab, Inc., Test Report No.FTL' 8-548, dated 12)04/15, signed and No. 15 AwhftyL. Miller., RE. (Snbw&Wd im. der AWA., -1210.61). 1. -Notice of Acceptance No. 15-1210-XI, ismed to PGT Industries. for- their Series �,hallbeavail,a.bkfar,in3peefionatthejob,si.te�atihefequer.tofffieBuitdingO,fficial. sealed by Idalmis Ortega, P. E_ (Test report revised on 0 110466 and 0111111 6)� 1, Glazing complies with ASTME-1300-09. "557 012770- Vinvl Sliding Ghtss Door (Reinforced) - L.AH: expiring on 04/141,21 Thii NOA revises & renevLs NOA .420-04 29.05 and ecmists, of this pap pe I and evidence pages E- 1. E-2- E-3- E-4., 1.o,,.�7 � "�' L E-5 & E-6 as well as approval docunent Mentioned abmv- 1� Z 'J`tqt� 2L I The _smbmitted docunientation was miewed by Ishaq L Cha oda, PJE. Uaq L Cha 31, RE, Product Control U-nit Sup*rvisor Iskaq 1, Ckamda. pz� Product Control r3ait Supel-Tisor L-ha%L Chandq, PX� Product Contral Unit Supt-rviser NO -AL No. 2 1 -0 2 0 9-A 3 -NDA No. 21-0204.0 1 NOA No. 214205.Q INOA No. -11-0 2 05.03 ExpirationDatet April 14,2026 ImorationDatet April14,N26 Expiration Dare- April 14,1526 Expiration Date. April 14,2026 Approval Date.Mareh Lx, 20-:1 7 Approval Dat*. March 25, 102 1 Approval Datez March IS, 202 1 Approva I Date-. March 2.55,2021 Page I E-2 E -3 PGT Industries, Inc. CGI Vimdows and Doors, Inc. PGT Industries- hw. NOTICE OF ACCEPTAINCE: EVIDENCE SU BWTTIF-,D NOTICE Of ACC"EPTANINCE: EVIDENCE SLB3&ITTF_D NOTICE OF ACCEPTANCI: EVIDE-INCE S 2. Evidence Submitted under pre-slous submittal E. MATERLAI CERTIFICATIONS(contmue) 3. New 1E-% idence Submitted Quanex Part Super Sipacer'Standard complying with ASIM C518 Themi4l Conductivity A. DRAINT; (GS 0-891 BT U-in/ hr�-,f tl-'F, ASTM F 1249 IWIR:-Pass, ASTM D3 985 Oxygm-Pass. AS2M E -GS A� DRAWIN 1. Drawing No.'AED-5570.0 RevB, titled --Vi4,vl Sliding Glass Door'NOA sheets 219 0 1. G - Du=bifi t- y-No Fog -Pass. (SUbmilied under 1-iretions N0_4 X& 154409.05), 1. Drawimg No- INED-5.5470.0 Rey B, titled -Vin_yl Sliding Glass Dm NOA CLW, sheets I I through 21 of 2 L prepared by tnairufacturer. dated 1 0;0�5115 and last rmased on through I of 2 L prepared by ni-mmfacturer, , dated 10,105115 and last xinri-ed on Oli0l,,'21. 0112212-20, signed and sealed by A- Lynn Miller, P.E_ 6. Quanex Part Durase conqly�g with ASTM C519 Tbernul ConductiAty 2.91 BTU -in/ signed and scaled by A- Lynn.Nft _E_ iliff, P hr -ft ASTM F 1249 1ATTR-Pass- ASDA D 1434 Argon Penneance-Pas& ASIN E Note. This mvision consists rephcement of same existing mstallation. screw with flat head- B. TESTS _2189 I.G_ Dumbility-No Fog- AST-M E 546 Dew Poinf Development -210,1F in 48 hrs. 1. Test aTWs on: 1) Air Infiltration Test, per FBC. TAS2102-94 (-�rtbni fted under N,0_4 No. 15-0169.05). 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 7- Vision Ex1rusions- Ltd- Parts conplying with PVC-AAMA 303-13. Volutgary Specification B. TESTS 'NTone- 3) Water Resistance Test, per FBC, TAS 202-94 fx Rigid Polyvmyl Chloride (PVC) Extenor Prones for Vision Extrudons, ftd.-VEX-1 by L 4) Large Missile Impact Test per FBC, TAS 201--N- AAMA FeneStotlonL Exterior Profile Cer tification Program- (Submitled nnderJV0.4.Xo. 15- 5) Cyclic Wind Pressure Load*. per FBC, TAS 203-94 J LA T I ON, S alongwith marked -up drax,�mgs and inWAlation diagram ofall PGT Industries, Inc- 8- Vision Fxhusions- Ltd. Parts complying with PIVC-AAALk 303 43. 1 representative units listed below and tested to qualify Dawsfi 791 and Dowsil 983 Silicones, iffed underX0_4JVo. 15-0460.95) prepared by Fenestration Testing Laboratory� Inc., Test Reports No. 9- P`VCAAN4A 3-03-1.3, Voluntary Specification for Fagid Polyvinyl Cliloride. (PVC) Exterior D� Q1 TA LM1-'AS SUI KAIN C E FTL-7897, PGT PTA15520 PVC Fixed Window (unh 6in proposal), dated 09.?'03114 Profiks for Vision Extrmons_ Ltd.--1v-EX-1 by A�ANJ,4L Fak-StlafiM F_Xtetiof Profile 1- _WmmiDad c Department of Regulatory and Economic Resources (RER)_ U) FTL-20-2107.1. PGT SGD780 Alumirnim Sliding Glass Door (unit 7 in proposaf) FIL-20- Cer tification Program- 2107.2,PGTC.AL740Alum.Outgv Casement Window (uni! 8 in proposal) FTL-20- L ing; 10- Notice of Acceptance No- 18-1217.14 issued to Energi Fenestration Solution- USA, Inc. for E. ALATERL4LL CERTIFICATIONS CZ 2107.3. PGT PV77620A Ahmainum Fb&Z Window (unit 9 mi pmposal) and FTL-20-2107.4, their -Tan 3040 & ligght shade (non -white) White Rigid PVC Extetior Extrusions for I- NGtice:of.AcceptanceNo-19-4305.02 issued toKuraray America, Inc. fortheir > PGT n,7620A Aluminum. Fixed Window (unit 10 inproposall) dated OT13,120- all signed Windows. and Doors", expiringon0_2/04L2L "TrosifolS, Ultraclear, Clear, and Color PX'B Glass lnterlaver�- expiriagouOT08,24- M 0 and sealed ky Idalinis Ortega. P.E. 11. Notioe of Acceptance No. 18-012-1.02 issued to Energi Fenestration Solutim USA.. Inc- for 2. Notice of Acceptance No. 17-080&02 issued to Kuraray Amerkia, Ine. for their L_ their series "White Rigid PVC Exterior Exti7swills for Windows and Doors�'t expiring on "SentrTGlast (Clear and'Vilite) Glass Interfavers". expiring on 0'T04!23 - > CL C. CALCULATIONS 1. Anchor FBC 7 1b 02428,1223- 3- Notice- of Acceptance No. 14-1106.10 issued to V Won Extrustions Lm-arted, for their "Brown 0 CL < verification calculations and structural analysis. comptying with 12- Notice -of Acceptance No., 2"203.03 issued to Energi Fenestration Solution, USA, Inc- for Coated (,Painted or Laminated) White Rigid PVC Exterior Exidmious for Al-lindow-. Edition (20210)- dated 04,22L20, prepared by manufacturer- signed and sealed by their "Bronze & light shade ca coated All for d -a P 'te Rigid PVC Exterior Ein SionSL '_ expiring on 09130112+ and Doors7' -4-0 0 Anthony Lynn Miller, RE, "I WindowsaudDoors"_ expiringon,0416,25- 4- Notice ofAcceptance No. 18-1,106.11 issued to Vision Extrusions Limited for their series =3 Glazing complies with -AST-M E I-MO-04, -09, -12 and -16. i'VE 1000 Tan 2 02 and lighter shades (Non-NIWO) Rigid Cellular PVC Exterior _0 D. QUI ALITY ASSUKANCE F. STATINiNTS Extrusions for Windows and Doors7_ expiring on 12129,12 1. 0 Momi-Dade Departiurnt of Regulatory and Economic Rrsources (RER), 1. Statement letter of conformame to FBC 7& Edition (2020). dated 042,120. issued by L_ 0- rnanufamrff, signed and sealed by Anthony Lyrnn Miller, RE F� STATEINENTS. E. -_NLkTERLA.L CERTIRCATION-S 2. Statement k-fter of no financial interest and of independent, vmwd by numeactuier dated L Statement letter of conformance to FBC 71 Edition (2020), dated 02,01,121, issued by 1. Notice of Acceptance No- 19-030,55.02 issued to Kuraray AmeTica, hic. for their 04f� 19,12 G, signed and sealed by Anthony Lm iNfillff, P.E_ manuf2cturm signed and sealed by Anthony Lynn Mmer. RE. "Trosifolg, Ulwaclear, Clear, and. Color PNT Glass Interlayer�'. expiring on 34 Pthrate Labeling Agreement document t�tween PGT. dated 03,30115 and s�ped by all 2- Private Labeling Agreement dated 03%21 between PGT Industries- Inc. and CGI 07,%2C invvlved parties, Widdmvs mid Doors 1w.- signed by Dean M Ruark, P.E, V?_ Engirwering, on behalf of 2. Notice of Acceptance No. 17-0908.02 issued to Kuraray America, Inc. for -their ';'S*ntnrGtasT,, both companies. (Cipar and I-Nlifte) Glass Interlaven", u4m- mig, on OT,04,21. G. OTHERS 3. Notice of Acceptance No. 18-1106.10 issued to' Vision Extrusions Lfix&ed for their '�Brown L This NGA.re-dses NOA# 17-04_10.06t`PVTw;`CG1) and updates to FB-C2020 (71'Edition), G. OTBIRS Coated (Painted or Laminated) White Rtid PVC Exterior Extrusions eVmng 0+�2V_71_ I- 'Dais NOAL reilses & renewsNL0,0 20-0429.05 (PLA w/CGI), expiring 04[14�26. for Windows and Doors", expirin on 0930,;24� RER Test proposals #19-1155 dated 0 1110.20 Woved by Ishaq L Clianda- P-E. expiring 2. The current nsociated PLAL CGI file #211-020-55.01, expiring 04/14 CU 4. Notice of Acceptance No- 18-1106.11 issued to Vision Extrusions Limited for their 04114!21- series "VE 1000 Tan 202 and kahter shades (No"1W) Rigid CeEular PVC 41,)_!, LLI Extetior Extrusions for Vi"Indows and Doors"'- exipiring on 12., < (D Iduwq L Chauda. PX. Ishaq I Chauda. P X. Z Rhaq I Chand3, PJE. Product Control Unit Supervi*&Dr Product Control Unit Supenwor Z Product Control Unit SuptrTisor NOAL No,, 21-0205' * 03 No, 21-02015.04 NOA No. 21-02055.03 Expiration Date- Aprill.4,:0216 Expiration Dat*. Arpril 14,2026 ExpirationDatelt. April 14,2026 Approval Date - -March !.�, 20: 1 ApprrovAlDat*'� March 1-5,2021 'Approvid NW. Afarck 2S, 10 2 1 E -6. E 4 SHEET NO. March 6, 2023 I PA 1.4 f E � T I I F T I - - - - -TT Q) U) —00 > MIAMI, MIAMUDADE COUNTY PRODUCT 2 _0 0 " CONTROL SECTION Cast -Crete USAF LLC Cast -Crete USA, LLCCast-Crete USA, LLC0 CU -a CL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 C (D 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 (D U) CU NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economv Cn 0 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 0 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 —0 C: Seffner, Florida 33584 1. Drawing No. FD4612, filled "Precast and Prestressed Lintel Details", sheet I of 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details sheet I of C= .0 Li - m 4.- CU prepared by Craig Parrino, P.E., dated March 2 4, 2003 03 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6 & 12 - c-4 - 0 ,- M 0 > U) -0 SCOPE: "Cast -Crete 4' , 6 " & 12 " Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12' Lintel Safe Load Tables", sheets I 01 C*4 Lintel Safe Load Tables" sheets I through 3 of 3, last revision dated 06112114, an E a) 0 This NOA is being issued under the applicable rules and regulations governing the use of construction materials, Craig Parrino, P.E., dated 24, 2003, last revision #1 datedApril 28,2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last sealed by Craig Parrino, P.E.P. E., on 08119114. prepared, signed and se The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11 ., 2008, all signed and sealed by Craig Parrino, P.E., on -P.-V 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 CIQ (AHJ). 1. Test report onflexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529- 94, prepared B. TESTS C. CALCULATIONS >< cl- Section (In Miami Dade County) and/or the AFIJ (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. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, CU 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. �Ie CJ accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. E modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCT.TIATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER), fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, REEK, signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. .MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT; Drawing No, FD4612. titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual, for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 61, & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1, None. z MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing Na 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 ", 6" & 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, 2003; lost 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. Norte. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with I. By Miami -Dade County Department of Regulatory and Economic Resources (RER). =I any section of this NOA shall be cause for termination and removal of NOA. 1. None, D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic (W). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1 1. By Miand-Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1, None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, 111.1E. 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 Wt E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. -;114eirny'A.Makar, P.E., M.S. Prohruct Control Section Supervisor /-iMehny A. Makar, P.E., M.S. e�fieluly A. Makar, P.E., M.S. NOA No. 20-0630.15 NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor No. - KMIAMI-DADE COUNTY 11 �Mm� Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/1112023 Expiration Date: 09/11/2023 A0 Z-0 to Approval Date: 08/2012020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08120/2020 Pagel 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 0 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1, None. 1. None. B. TESTS B. TESTS U) 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS (D 1. None. 1. None, D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By, Miami -Dade County Department ref Regulatory and Economic Resources (PER). E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS -4--1 L None. 1. None. a) CD F. OTHER F. OTHER L 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- z 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. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of > L_ _1, IIL prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No, LT461 Z titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets try O < through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, lost _60 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on 0 January 22, 2019. =3 _0 B. TESTS 0 1. None. C. CALCULATIONS 1. None. C/) D. QUALITY ASSURANCE U M co 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. O_ —0 F. OTHER 1. Article of Conversion for a name change. O L_ CIO LLI CAlelmy A. Makar, P.E., M.S. Cl Helmy A. Makar, P.E., M.S. < Product Control Section Supervisor Product Control Section Supervisor 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: 081.20/2020 E-4 E-5 SHEET NO. March 6, 2023 PA 1.5 2 E&aUUr1EV_At,1JA_T10X REPOIU 80, 20-OUS.01 3 ZT--,—L--TE----C�<—:>:,N:-C\-----IS6 TILLIT TESTING & ENGINEERING COMPANY 2.2. TES --REPORTS: , 0, MATERIAL CHARACTERISTIC.$ AND SPECIFICATION6: WAT TER A. TT.LLff. JR., F.E. _ Large missile Impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components Indicated on "�I.e,nj -co � 'i. 44167 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing R C & L6._ MI 060A719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, I nc., Reports ft 96-569 dated 08/09/1996, #96-570 dated Q9f I 811 996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. PRODUCT EY-ALUATION REPORT #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, P.E-, Fenestration Testing Laboratory, inc. reports # 2032 dated 0411611998 and * 2128 dated 110/0/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7., LIMITATIONS AND CONDITION5 OF U - W REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed andsested by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7A. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 26, 2020 Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and I 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E. D.). drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteca, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT SUB-CATF-GORY, Storm Panels 1_3_._"T .VCTURALENGINEERINeCALCMLATIOM 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined oil section 1620.2 of the Florida Building Code. PRODUCT NAME; 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs, design wind load and panei MANUFACTURER: Global P ptootto-ri-Prad length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be installed Into poured concrete, concrete block, and ugifi." 4800 S.W. 51 Street section 1616 of the Florida Building Code, Calculations prepared by Tilteco, Inc., wood frame structures. dated 11/03108 and 03/12/1 5, signed and sealed by Walter A. Til lit, Jr., P. E. Davie, Florida33314 1. PURPOSE.OF EVALUATION; 3. MISSILE IMP -ACT RESIaTANCE; Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System La rge missile impact under section 1625 of the Florida Building Code, as per No. 44167), President of Tilteco, Inc, (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 6i G20-3, Method I 0 of the Florida Department of Business and 4. WIND LOADS 0,1010TIIIJI", ,P�' �k N T14 4 ,�,* ,,, � /,,� ,,I,,. �� Professional Regulation. ----,-. - _IlEi�� 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind -,, � .: - - .. .. . ,e �IN � . JQ, , 1, ' ... 'P. - , .,-'-,,\C,EN - . � , � , O'k -, . '� This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall beas indicatedonsheetS8,10,14, 15, _ . '__ Z . ., . 2 - C 44167 -. = been verified for compliance In accordance with the 2020 Seventh Edition of the 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. �:��— I o. — : * B _�_- -�* 1 * Florida Building Code, and to verify that the productis for the purpose Intended 20-176. Maximum Anchor $pacing shall be as indicated on sheets 8, 9, 1 0, I 1, ; = 7,4-e;' = " ;� , STATE OF at least equivalent to that required by the Code. 14, 15,17,18. 19,20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, � , _,o"% .,',,:5 , P / JI it"' ',�..11401:11 � ..... ..' This Product Evaluation Report shall be subject to review and revision In case of I, 4"" a Building Code change that may affect Its limitations and conditions . INSJALLATI D& 0401411110 14 Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE. SUBMITTED: sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document VVIEITLL D'� TILTECO ADMON RECORDS I P. E. FuiPORT.20 � GLOBAL, PROTECTION PRODUCTS, LLC 1 20 GAGE 2.1. PRODUCT EVALUATION DOCUMEN7_(P,F.D,)y E (P.E.D.), drawling No. 20-176. Minimum separation to glass shall be as 6LVANIZED STEEL STORM PANELk DFIM * 20�178% REPORT N20-0728.01 Drawing No. 20476, titled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A. (P. E. D.), drawing No, 20-176. Tillit, Jr., P. E.; dated 07/28/2020. This drawing is an integral part AMIS 11 IFO '0110111IFFiff" Evaluation Report, Oi,kll i "01 ,tR A. r/j�"11�,, "Ll, ?, N D4 ",I,. .,,,,� .�.. 41Y ,�,, " " I \� ....... / 2, 2� 41, 1�-� I �I, tl . �.'. __ __ - .. " � - - , ol�EN4 ,V ,,, t A� \� - , - ,/ �. �-��--`\P,EN ` :P I-- . ', \� Se ` S� _� � .. '_ I- � . S ,� _j .,� � ---:* _e _Z�- ,I, ir � - -- I S - __ - I , 2 I , No, 44167 _': ! - �t � _M1 67 I.. 1; '�_: ��- -- ��: ' S I---.--- - '_1' - . , *� - E . `�__��2a,p__Js_, � I* : , *= = - 1*= 7/2�e"40-,i<,, * ., Z I __ __ � �`� - '_ I 1 . I S'0�� I 1 I 10 � C�, �, , I , S, x,-,, - op, , I / :;:S� SIATE OF .I QZ S 4 �.__ � D� - P �, 'I-, s_o�. zowlb .."'Op'.0 � I "' 1�,. , j� .. __ , �" , . I - ... I 6355 N.W. 36th Street Suite 305, Miami. Florida 3,3166 - Phone: (3,05) 871-1530 - , '1/ i�,w ;I -, �e .,. q� � , IS'. - � ...... k!� ,,,- y"', 8/6NAL ,�,,E,,, ", 'I1IF1ADInIIkI%0 fi of ITT,, I . I . GENEE& I' 6 3) EN (,ASE THAT PRECAST, STONE, OR PRECAST CONCRETE PANELS, S.JMO OR WOOD BOVIRES BE FOUND ON THE O" FOR 20_9"_A�� XISTING WALL, ANCHORS SHALL BE LONG ENCUCH TO REACH THE MAIN STRUCTURES BEHIND SUCH PANELS I STORM PANEL SHOWN ON PIES PRODUCT FVALUAr(ON DOCUMENT LrErn) PAS BEEN VERLFn FOR COMPLIANCE IN ANCHORAGE SHALL' BE AS MENTIONED IN S.E) AND IN 6.2). ACCORDANCE WITH THE lt2O (71ft EDITION) OF Tit FLORIDA BUILDING CODE X) TQ_ZX�W= -D&f-SPLICIM-9%lf-��_�=_610*� DESIGN WIND LOADS SHIILL BE DETERMINED AS PER SECTION I 670 OF THE ABOVE MENTIONED CrDE, - I /*-t TAPCON ANCHORS. AS NANVrAC`TURrD BY I T " BUILDOX, INC OR N ,TR,ICT;oN pRoDucTs FOR A WIND SPEED AS RMURED BY THE 4URESCICTION MILK THESE SHUTTERS WRA BE INSTALLED AND .. #14-10 PARELMITTE FEMALE 0 AND PAHE,UAATF PLUS MCH S� AS Mo QrArEURED FE? LILCO CONS FOR A V1I9ECTKJNkjTYr,EC`M Kd.0,B5,U_�NG ASCE 7-16 Mo SHALL Nor EXCEED THE MAXIMUM fkso) - 1/4'. LAO smm PER NO's. DESIG"I PRESSMRE RATNGS INDICATED ON SHEETS 7 THRU 12. 14, 15. 16, IS & 2D, - 7/16'A I, 5/9' WOBID RUSHN", AS (IISTRIPUTED BY ALI POINT $MEW, WIS A, SPOCIALTY VID IN ORDER TO VERITY ME A20W CONODION, WiMIIII DESIGNE OND LOADS DETERMINED PER ASCE 7-16 c,� mINIMum TDACADIOD PENtIRATIOk INTO WOOD Of TAPICON ANICHDRS SHALL HE 1 112' AND 2* FOR FLCO PANEELMATE PLUS SHALL BE FAST REDUCED TO AS. D DE51CN ONO LOADS W MULTIPLYMG THEM By 0 6 IN ORDER TO . A1`* PAINELMIELE FEMALE tM COMPARE THESE W1 *E,X� tA5D) DESIGN PRf��MRS WINCS INDICATED ON SHEETS, 7 TRU 12, EA, 15, I6, 19 AE 20 IN CR.DER -,O VM'Y TiRkI ANCHORS ON THIS P ED AS TESTED WERE TAIR OVER STRESSED. A 439 INGREASt A ALLOWARLE C I) MINIMIJ14 T�REAVIUD PENETRATION Or M SCREW, INTO THE WOOD FRAME UNIN SHALL SE ! 112- No T�PIFAVED PENETRATION INTO STUCCO SWAIL, BE CONSIOCRLD AS PAPj C$ THE RLD1,RED I�HEECA= PETAEFNEMI�, 5TKI-5 ro., WITID LOADS WAS WEL USED I" THrP *MYSIS, 17ASTENERS SPACAC TO *'ODD KA_� SEEN DETERMINED IN ACCORDANCE ODD N,TTS, 2018� C 3� MINIMUM EDGE DISTAW:E OF LAG SCR,,WS, INTO WOOD SHALL RE AS ENMW.En IN THIS DRAMNG STORM PANILL'S ADEQUACY FOR IMPACT AND MNO RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WEE SECTION 1626 OF THE ADM MENTIONED CODE AS PER HURRICANE ENIMNEFRING & TESM40 INC, REPORTS ,36-SEis 9&-57o & 96-T30 AND CA) MINIMUM PENFIRATICEIN Of WOOD EIVSPENG SHALL BE 5/6* 1/4" II-20 SCREWS USED SHALI BE I 112* LONO m0muhl FEINESIPADG. TESTNG LAS AX, REPORTS #2032 & J2126 . A!- PROTOCOLS TAS-201, TAS-2*2 AND TAS-203 SHOULD STUCE10 EXIST AND I' MINIMUM FOR WALLS WITH No SIU�1.0� AS WEILL AS AMERICAN ItST LAS Of SUVrH FLORIDA REPORT OD219.01-09, AS -PER TAS 201, TAS 207 AND TA5 203 STANWDS C 5) 414 CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANE,S, STUCCO GET WOOD SPECS BE PCEUNQ ON THE EX15PNO WALL, �40K)RS StiNEE. BE LCINC ENOUGH TO REACH THE MAIN StRUCTURNIL a17-',T1tI SUCH PANELS 2 ALL NU��NUM EXIMUSIGNS �5 V 6063-T6 AULOY AND TEUFER (UNLESS OtHFRVftSL NOTED) SEE SHEET. 2 ANtWop'EIaE SHEELL DE AS MEHTIONT1 IN C, 1) C 2) & C A) I I ALL &�INUM ShEZT EALETAL USED At CLOSURES SHALL HAVE 3105-814 ALLOY� (0) ANCNONS $RMI BE INSTALLED POLUDWINC ALL CEr THE RECOMMEF14CWTIONS ME) SPECIFICATIONS OF THE ARCHOR'S M&NUFAtTLIR-IR 4 ALL STEEL SHUT METAL PANELS SRALLA HAVE STRUCTURAL OLEAL-Irr STEEL, ASTU A-653 r0f)t So MINIMUM, C-K GAI VANIZED STEEE. CESAOxAMON W/F,� S6 5 (AFTER ROLLED). tE PANE_�S MAY ALSO BE INSTALLED HORIZONTALLY FOULLIM ' Nr INSTALLATION DETAILS SHOM ON SECTION 3 THROUGH 10 (SHEETS 4 1 ROVCPI b) CIECEPI TrEA' HEADERS 0 & 0 SHALL NICE BE VSFn 5 ALL SCREIVS TO BE SAINTS STEEL 304 OR �10 MSI SERIES OR CCNIRDSION RESISTANT CDA-10 CARBON SIEU AL5 PER 9 11 SHALL BE THE RESPONSOUTY OF THE CONTRACTOR 10 VFREEX THE SOUNDNESS OF THE STRL,CTUIRE WHERE SHUTTER IS TO BE OIN la IT/ SO "00 11FID MIDIECT11 AND 90 kIiI TENSILE STRENGTH & SHALL COMPLY W/ FLQ.,nA BUILDING CODE ATTACIEED To ENSURE PROPER ANCHORAG-_ THIS SHUTTER SHALL CYd Y BE ATTACHED To CONCRETE, BLOCK OR WOOD FRAME swIDN 2. I 1 3 3A ButUDENGS, a BOOS TO SE A114 .-3?17 CALLANIZED 5FEE,, OR NSI 301 SFAItS S7AIN[f_�S SIFEL, WITH ,16 "I MWMVM I�ELD SIRE.G IN to, EACH REGULAR STORM PANEL WITH LENGTHS MR 5'-B THROUGH 12`e. AS PER SECTIGALS 6, 8. 9 4 10 AND ALTERNATIVES INN, 7 ANCICITS TO WALL_ �;,,Ai L BE AS rorir FEW & IOW ON SHEETS t, 6 & 12 RESPECTIVELY, SHALL HAVE A LEGIBLE AI READILY VISIBLE MARKIKIG EVIDRUCONG OWNER OR _ �� TENANT, 10 SECURE --ELS '*,III APPLECABUE REINFORCEMENT DURING PENEDOS Or HURRICANE WARMW (A� !%_QESTEr1§_L,C&11"_C0�IGREn, 11 THE INSTALLATION CONTRVICION IS TO SEAVCAUUK A.1 SHUTTER WM�GNENT EIRCS WRICNI REMAIN IN cowlmuws WNr,,cE mTF, 1 14�A TAPEON ANCHORS AS MANUFACTURLD 91 I.T W ELUIL)CEFY, VIt (MiE, VMRZ ,,z I) THE BUILDING TO PREVENT W;NQ/RkN WE", ON - 1/4� * � 7/8' CILK-kk ANCHORS. AS MANEU�ACTVRED BY DIWALT INC, (MIN, 1'3000 ... . I. ) - I /�"- � T/II' 501.1t,-SET ANIINORS� AS DISTRIBUTED BEY ALI POINT SCREW, ROLI & sFsaALTY CC, i 2 STORM PANEL UfSTALLADON SHALL C*MFILY WTTL4 SPECS iNCICAIED IN THIS DRAORC P�VS ANY OMI-DWID A14D ZONING RECULATIONS, (ME, "L-3wo P.E,L) PROVIDED By THE jVRISDECTION WHERE PERMIT S APPILED TO - #14- 'o PANELMAIE I'SMALit D A, RWELLEATE PLOS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUtRUN PRODUCTS iM* ",-30 A�,� TA (,� THIS PADDUCI EVALUATION DOCUMENT (P E D) PINEPARED BY TDM ENQNSER I$ CENTRIC- MI,' MrS NOT PROVEIS jNrCNM4TKDN - I /4'0 CF TATE-ORIP ANCHORS, AS MANUFACTURED BTT !RQ-FA5T CCERPOiTION (!'SGDO p) FOR A SITE SPFCWIC� PROJECT, �*. O-EcRe FITE SITE CONDITIONS DFVLATE FROM T44E PrO A 1) MINIMUM ENESEZVEN1 OF TAFCON ANE-40ITS INTO POURED CONCRETE $HAU BE I Z/A'� 7' FOR PANIL%W,F FEMALE 0L) CONTRACTOR TO 13e RESPONSIBLE FOR IHE SELECTION. PURCIVESE AND INSTALLATION INCLUEAC �IFE SAFETY or THIS PRODUCT BASED ON THIS PE.0, ?RCVfDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETLECTI ON `Hr� DOCUMENT ED AND PAAIEMALTE PLUS AND 1 4/4' FOR CF TAP -GRIP ANCHORS CONSTRUCTION S41TT AT, SfTE IS THE CONTRACTORS RE51IONST1117Y "') CALK-14 & SDUD--ET ANCHORS SHMIL RE rMSEUDED 7/8- IWO THE POURED CONCRETE NO EMBEDI"I INTO (c) TLI1_1 PRODUCT EVA11DITION DOCUMENT WILL HE CONSIDERED NVAUD IF mooLnED sru ' SHALL RE IIER147TSID 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONC MINUUM SHOULD STucco EXIST, CC� NO I� WHINUM EDP WALLS WITH DO STUCCO. AND MAY BE HE,= SCREOS OR AU IKK-ADED SCREWS W/G DEAD. Ed) SITE 5PEIC-IC MOdECTI- $HIN.I IEE PREPARED BY A FLORIDA WGiSTRED ENAIZtNEER OR ARCHITECT, IVHICH WILL BEDGME THE out MTH WING RIDS ENGINEER Or RECORD fE,O-R.) FOR THE PROJECT AND 'WHO WILL BE QMPONS18LE FOR THE "ROPER VSF OF THE PED ENGINEER OF RECORD. ACTINC. AS A CaEGATEr FINGINCER TO THE A 3) IN CASE THAT PRECAST STONE- PRECASI CONCRETE PANEI:,. PAYERS, STUCCID OR WCHCE BOARDS 8( FOUNf ON THE P EO ENGWEEFE� SHALL SUBMIT TO THIS LAnER T4E 5DE SPECIFIC DRAIWINDS FPTT ENyILII EXISPNG WALL OR I'LooR. XMCDORS SHALk BE WNG ENOUGH TO RW_H THE MAIN STRUCTURE SEN,INU SUCH PANM ANCHORUCE SHALL RE AS MfOrtONED IN A 1) AND 44 A,2) (e) THIS 911), 50,4L BEAR nAt DATE: AND GRONAL SEAL AND SIGNATURE Of THE PROFESSIONAL ENGINEER Ov RECORD THAT PREPARED IT (8) LQ_W5Rhk_Q2r2UT._d1CQ_tALL *N_ �_- n - 1"4. 0 -,Apco.4 *.NcNoFS As MANUFACTURED by I I w BuILDIFY., We 14 SHUTTER MANUFACTURMS, LABFL SHALL BE LOCATED ON A READILY 1ASIBLE 10CATIRGN AT STORM - 1/4' A � 7/8' CALK-114 ANCHORS. AS YANUrACTURM By DEWALI INC fWN, T` 15OG p., �) PANEL SHUTTER IN ACCORDIVICE WITP SECTION 17og.9.3 OF FLORIDA BUILDING CODE Ow EASE, SHALL RE PLACED FOR EVERY OPENING. LABELING TO COMPL� *IN SECTION 'It, ��E '9 OF I ,92 .1 /4-A 2 3/4' SOUO-S-t7 ANCHORS. AS CSIRIEUTED BY 41 POfNT SCREW, BOL'i A SPECIALTY GO FLORIDA av4LDING CODE (MIN rAaw PP*0 I TR9S__0RA1W_NGS4AU ONLY . - 014- ") 9144fl-MAIE FEMAIA ID MV PANFLMATE PLUS ANCHORS. A's MANUFACTURED LIT ELCQ CONSTRUCTION BE USED To i LOTS (MEN V_Ro7i P,.,) ,,, I IIINILINAE f OBTAIN PERMITS IN THE STATE Or "ROA - �-Ro /4' # Cr TAP -COP &RC"DIFES, AS MANUPACrURED By TRU-FA5T CORPORATEDN �A 44 �� .0%, . .� S 1) MINIMUM ENEREIGNEENT OI TAPCON ANCHORS. ELM, PANtLMAITES AND Or TAP-GPIP ANEcHon, INTO Thr C ". . . FLORIDA BUILDING CODE (High VaiocDy Hu, icane Zone) , . - _ - ____ ____ SLOCK UNTY SHAILL BE 1 411-, - . , w2D PIT= � .1p 1 �. I ANIZED STEEL STORM PAR . � z - 20 GAGE 9ALY EL PON, `!` O� 4 167 1. z 5.23 CALK-N & SOU -SET ANCHORS SHALL BE EMEtDIDED 7/8' INTO W CONCRETE RLDOk UNIT NO EMBZbf,q) INTO STUCCO 5EUN�L BE PERMIrTED 1/4' 0-20 SCREIN5 USED S,0UL RE I 112- LONG� wsoum sHQLN1 �Tqcco I . = , / ----;�, - _- EXIST. AN,,) I" MINIMUM �DR WALLS *714 NO STUCCO ,_ 1__' �___ � \ GLOBAL PROTECTION PRODUCTS, LLC, 0""" _1:aq`.. _> ME _C0 I ELITE, / I _1L I STA OF - _1r_ - __ __ I NE; % .. &A 5. STRUT — S� ". ". ,� 0 DIII'. .,.. 1 :-I,_4 AB, T11 ENAAE� T, 1.11 20-176 -,, �o, '. .... I . - .. - (.Z1At,_ - _. I III. P`.� (EE�D1_DP"`. - N., "PIT, . 1. - �. LI,,,,-E I .1. � . � ____ - __ -, �q -........ , * .. - ,;,,". '916 ,=�I', ��m. — I - I t_.L_ !e�T__! — - . It TE.IT '00,01!11.�' .N.M. I P C � - _ - - If"... .-Ild I TUORKM - 4 17 1 f - 11F�[-!'� �," I , " I I I I- - __ - I - ____ INSTALLATION DETAJU EOR REGU R PAINELS(l) & a INIQ E915TING. POURED CONCRETE OR COLHOETE BLDCK STRUCTURES- CoNram ANUNOR,s CONCRETE MEC"I'm - , 'SEE I a ONE SEEMS , -HftJLCN S) � CONCRETE ANIPORS (SCE SC.EIPAUE ON__j %_.. T111111,, 11 I I I SHEETS a _.L .. ___ - i �-E __ - -� �� , r �, t/4- (SEE 5C. W . 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Y"` . �' -` -1 A- a E'.. 6 TE Coto '�, , '�) �4'�t�21EUY!i . - TOTE ANC -ORS .,��,; ; I V, v , �AOCELERED M/ I MCI: SCHEDULE ON : M=11.11Z 0) ��_` :Z�, (SEE SOIEDULE ON (SEE 50IMAE ON, - ��ir S" 6 yq"' SHEETS 8 TXROEN� 1) .MTs a TNRW� %) ,HCM a "'ROUG" 9) *,I" =� SIALE �IJ'8-1- CEIUNQ SCALE 3/8." UNTING 61 TERRA LD OUT MOUNTING SMS 3/8-1, SCALE a EF-I* I . - 1 - I -__- - -1-1 e � __ � ,- - 4 i �� -4 . �. - 11 --T I R I— NY_ EePARANO,, EA - EDGE DISTAINU tSEE SCHEDULE ON SHEETS a & 9) I TII — I 9 : : - e I I I X.09. I I SQIL .11, .. _EgR _1 1 i � S"Q . @k� i ,� ,/,- O.'. TOP & 9CTrOM MOUNIINGS CAN BE I �, : 9 ,%,tvAlflH, hfill% COMBINED IN ANY WAY TO SUIT ANY 1 ! L4%1` -k�,f k - A - �/�71�,,, INSTALLATION I ,* I .. .. _ _.. � _. � - , _ A 0; .. ,,----,,, I ',�-` , . , 01 Ekpi...�, , Ex,snm�`PDURED W 11 � CONCRETE 1 � - . 11 4S. 1 .. - FLORIDA BUILDING CODE (High Velocity Hu CC" Zone) - . t� . �- 94767 --. _B REQUIRED ----,--- - E-D - - "" . O""'I't ANCHORS .j * . .." TELTE:(L W. 20 GAGE GALVANIZED STEEL STORM PANEL - . I * : 1 I., E)REA", BY, �'��, I- SE-DAE ON �� .. . THROW. 2) , It MID f1ril ING UNTING as FCA OMM 2A = .*- - .,� — — - . � WE r ' IC - - 1� cP. ,F_ .- 9 / GLOBAL PROTECTION PRODUCTS, LLC. __ '�,�',' OFJJD`��_ I / T,L 1i Z ;," 7 \ NUX, 5A. 51 STREET, ___2!i_ ��___ - 7 -- , ,_ 71-Z - - - � — mm� = P"RE, EAPIC PL 133, 1 -1 r- , �&- -74�" A, OWNE" NO Co P ,f�'; �Az-W_ __4� ""'e""'m 20 -176 SEA,E 3/8-1- -, L's, , , Z~ %=! 4��.M EA, I )M-?N&, - (AA'An-ti., j� AD—, ___T_ LIENEAME00I ".� 1 1111111117 1- �� ---- .&AR I, TIM . C,-..,,, - , H I =- BLpirr. , 0 ,Ii � � ! � li ��111j�� I ---- I— 11 I X \ "�f 10 /I I L ECO iNc S, TILLIT TESTING & ENGINEERING COMPANY __ , I - - , - � . � I—- WALTERA. TILLJT, a, P.E. fiTZeW@aOI.rOM PRODUCT. EVALUATION REI!ORT FT,P-P Lk-N. 4416T 'L ,,A, L-e _N1 0001 5, 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 PrQduqtL= 4800 S.W. 51 Street Davis, Florida 33314 t PURPOSE OF EVALUATION: Th is is a Prod uct Evaluation Report issued by Waite r A. nilit, Jr., P.E. (System 10 # 1906) to the Global Protection Products, LLC, 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 2Q20 Seventh Edition ofthe 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 MLUATION DOClJ9EHT_LP.E.D,).- Drawing No. 20-175� title-d'24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712712020. This drawing is an inteR,k �* , ,�Mfhli§Q�Is , Evaluation Report. 'o t .:. � 144i 'I, '1� ... ,/--, -_ Siwz� ." . \�VNS '%.:,� -, , 1�, _�__,;� - __ ,,�, , '_�7 �-�-�,�'�_&`44167 . "'. ! 2 "-,!4-14,Iiii� , � " * : * I � � 6355 N.W. 36th Street, $uite305,11Aiami, Florida 33166 -Phone; (305) 1531 COMPONENTS FOR REGULAR it LIEE �j_AFETY 5TORM PANELS (SCALE 1/2-I-) _______ - - __ - ., - - , __ , , .1 15, 1 W (TOTAL WIM) - -- - � - _ I � I - - I- -_ - 1 _ - . -_ iS,196' (TOTAL WIDTH) - � '- - - _� - - 11 .I-,----- - -_ � .- - - - - 12-500, (EMCM WIDTH) - - - - I - __ - - 1 � 1 � I __ - 11 -1 � 6 1/4. ,- _. . _,", _ ; ,,- - - - - --- --- 6,250- - -1_.1_____ � I � _1'r. - 1450,__ 1 ,_ "r. - , - "'1500, � I I , ,�,Soo, I ", � 11 I A ,�, / - 1�=, - N 0.036, MEN. THICK r-I.S50,- ,�,A, �, I�, I i I I I I/ I S�, �_ - -1 - ,If� ---;, ,. - - " , - - GALVANIZED STEEL 75�'- ",�5,, I 0 I X-1, '* , ,�PIQL` I - ASTM 01-W 11 )� _: � � / �� !S- r '2157. � I . 2 1 MADE 50 NOP / - �k \ iLom' MIN, THEM HEUM q ,- - ,� 'IMU HEMMED- _� , � I �1' ,e / 1 4 1 GALVANIZED STEEL / EXE -, " Ie .11 I '851" G-60 WV. 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I ... IMP I '11, � I . ___/ =;1=F1.X= DUSTM POURED E D. I i , "I "I I� _1 : I — CONCRETE OR , � � CASE C (PLAN) CONCRETE BLOCK I � 1. I ED "I REGIARED SCALE 3/16' QAK&��P) 1� I I USTENG POURED . . - M ! I I I CONM-n 00 I __ - ____ - i � - - le_g�, F-� ,1. - � .1� - --� - =----%. . I REOURED, I I; _�� 0 - My_ -.I,,- - Q�,� - �� r.--. =04%m. 1 ,�,,� —L-1- - - - I ___ R �' - 1, I D, , , ErIM R I . . CUPI-1. OR PMEELMA, , .3/4, � — - ., — . , , [ , ,�" �� . i,�', ,',::r ��, �` �, mt I 1'� ��,, � �' ."'� �" = = i . .&C =m —., IN 1 0 MO ANO.MATE - , -, � 1�. I � - - III . , COHEVADEE =RS A OLDS LIP CF TAP-o" ___ ;� 1; , - - - , , ON MC Som I I I �? DID, SCMEWAS . - : SIRETTS 4 A, 0) nu Im.) SHEET% a "O" ITT , ,� INANNITING (a "I BUIL12 9 UNIM12 � W324t I I-V I -,, N Ir \ ,f, / I ,'- I MEMW - ,� PANEL I rl'.0 W%_� .00=1 ,W1111- EUE� - A , I_ , '\--,/. W A�, . ZE,== A, 1111,M)GE OF DOSDNG _1N"AN__..IE I 15PENEWLI'm * NEW I - WIDE T VARIES To' TANCE - 0-8 [ J� q� � THICK ALUM TURE 09 . BUIE ON 11 c%p I I I DUSTING STUCCO/ PT WOOD PLATE SPACER I & 9) Z,Nm) I �,� I- WOOD BAND - I ; * / I _101 i , NEW I' MOE , VARIES I, 11W 11 : NOTE FOR CC I , , ALUM, TUBE OR I' , VARIES - ` I 1, PJ WOOD PLATE SPACER ,� I � �, I -TOP & BOTTOM MOUNMNOS CAN BE ,I �- , I � I CONCRETE 6 , - I BEHIND TRICK ,,, COMBINED IN ANY WAY To SUIT ANy CAM&' ... 'V�N) 'a �� NEE SCHEDULE � ,. I INSTALLATION. ... � — -T"-;, ---T--. SHEE75- a TTWODG,�, . _ZRACK C-1 ".- I f___:,_ff) � 0 M�l C_ � � --#'-' ! k I '?*, 7 , .1 �2k ._�: : " 11�1 .. 4 - __ EXISTING - _-.11 wx � aE . r � FLORIDA BUILDING CODE (High V*;oCft4y HU Cane Zone) A . OoRrAm '. . - __XKm Amtmm - SPACER HEKE. 10 K = � ( I Ie2' ME,, CONCRETE at � .., rp ��_ MEDAL . MI'm - f :'* I An" `RUTCO� - 20 GAGE GALVAN M sHmD . * 9) M... RECURRED, IAAP�el No,"N', - : 4 IZED STEEL STORM PANEL I'VeN ETI 3 = = X6 =*: * ,--,:177��. - Q_ -,-- I 3 . . = " � _ ' ' GLOBAL PROTECTION PRODUCTS, LLC, " - . Q, - - " CP it or, AC Q lL FOR aP IRS REQUIREP A11ge-0 - -, I ... �, f hLIEC011149. � VKKE S.. 51 !,�, OAM I— ..I.- I- roll.--> 40AC, R, 34314 niz v�.,P�.-�� RIDII, 01 20-176 _"LL411.=0`..W A,A.0A N ... .�- LEN54,50- __ ... ..... _9 __ - J " e � EARN W. - � CNIQ _-1.1 I !; ,. " tAMAI0. - � --I — E - ,--I — � - '111�:*T.111L.0'1f*VF_`I s"TE --- H - 11 - i 1- - I , � -=- 1,1.1j, .- , --!ZT:n MM H =1-1 A. I I PRODU`CFEVAf,UAn0NR".0RTN0. 2111-4727, 2 P . a 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�01-01 dated 0311 1102 witnessed by William R. Mehner, PIE- Borlz Moroz, RE, and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edrnundo Largaespada, 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. 11.23,01-10, dated November 23, 2010, signed and sealed byJulio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2009, s1gred and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test at per QC Metallurgical Report No, 1 OKM-1 318, dated December 1, 201 0 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-B. 2,"TRUCTURALENGFNEERING CA�P�l NS: 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 1604 of the Florida Building Code. Calculations prepared by Tilteoo, Inc., dated 1211 B110 and 08/27/13 (for this revision), signed and sealed by Walter A. 7111lit, Jr., P.E. 1MISSILE IMP -ACT tESI$TA ,N Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOAQS_RUISTANCE: 24, Gage Galvanized Steel Storm Panel hasr been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-1175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9,10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (RE,D.), drawing No. 20-175. 24 Gage Galvanized Sleal Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard. 1,11010111111tiq'. .% A, � , , . . . . . �- - -,-'� . \ -1 _�1711! .... 71, �� - - . __ .. szL 9� ,I S ____:__._ __:��. = 1 67 ;*= . -2/s, - " : = — I �1_ '/ Z -01, STATE OF .'Q--- z " i� _�P. 11 "C "O.... I'l .11, _Q r� 1,40 ." * , 11. , , " ". I. 14, 1 1 � "' , NZSION It. illi,I)IIIINDF,01 I PRODLICT E, VATA IATL0XPXMRT NO, 20-0727.02 3 5, INMLLAITION: I Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 1 5, I 5 and I 8 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. t.-MATIER[AL CHARACTERISTICS AND SPECIFICATIONS; Shall be Strictly in accordance with General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175, CW2 VIQ C:11 Anchor specifications Shall be as Indicated on sheet I of 18, of Product C11*J Evaluation Document (P.E,D.), drawing No. 20-175. -4- 7TA-UMITATTION, 5 AND CONDIDONS Of USE: __J 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated --I 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 riot be installed within HIGH VELOCITY HURRICANE ZONES 1< as defined an section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Pmduct Evaluation Report prepared by Walter A. TtIllf, Jr., PIE, (Florida License ( No. 441167), President of Tifteco. Inc. (Florida CA-0006719). WXPLL D'ITILTE�COADIAONRECORQUkP E.REPORT.2( ISALVANIZED STEEL STORM PANEL E,DRWG#20-175I; 1 1/4, 2/4. 3/4, 4/4. 5/5, 7/5. ri�iW/10, 2W/10, 3W/10, 4W/10, --he. Els r-wr5W/10, 6W/11 & 7W/11 P, , �'. MAX_- _ 11 ANCHCEFES� FOR CONCRETE SM SCHEDULE ON SHEET$ 8 & 9 ------ - I - ___- 1, MAX - I . MIN, � I FOR WOOD SEE SECTHM ON SHEM I 0 & I I I I' MR. 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OCKI;,U T,LRECEL INC. 70 CAGE GALVANIZED STEEL STORM PANEL FP . ORION ON, - . : = SECTION A -A:= *'. I I r -11. �_ �_ I I GLOBAL PROTECTION PRODUCTS, LLC._0_ —�n. N.T.S, � -.0'. t P, E __1 / IL ECOim.-\ .,,,__--- - lk,p - , , - - I- .W S.W. a, STREET - . 11 to ANY I, . . - OULET TIC'ETIN'IL & E 10 00 MAE. n- 3WI. - I M .. - .� - M=� r.A. R,QkE�- ,WHIENWII-71H5, � (WIDW-15INIT? 20-176 ,e !? ., nd , I .. � .. 11 - -)-I-- _,�__., OK� .. " , , "' , I 10" Qamt Ut I -...w. � �_ . I �I � At. rUEEL/OA1T WqJU` I T'LUT - M M ,,ND,E3 &. I - I - I�STALLATION INIQ EXISTINO FQURED DETAILS FOR REQULAR eAN CONCRETE OR CONCRETE LSr1) & (I'A ftQ!aK 5TRUCTURES ANCLICIRS- FOR CONCRETE SEE SCHEDULE ON SHEET 9 CONCRETE fgufta) CoNcRETI - - PQJRED CONCRETE _,,,-- ___ - ___ - � - - __ - FOR WOOD SEE SECTIONS ON SHEET 12 I �- WED C ONCRETE BLOCk I --- I OR CONCRETE OLD" oft COWWOE BLOCK 3, it.. 2.67' 3 M", REQUERED CONCRETE ANCHORS - ZIEET SCHEDULE ON RECURRED I I __�COMCRM A11110111!i � RECIEUIERED I . CONCRETE ANCHORS '. 'P, (MEN. CNERLAP -I WHOLE W-LEY) I . - � - - _Jh"S. s4r W2 , - i- I SEW 9) t. .. DEN � TSEE 504M ON I -_ 0.111. FV- I i I : , , SEW -I ��, - smtET Sir . �., I '�,� I - * i I � . - , I * ,jk --- I- 411' W - I - ; 0 1 I z I i . e � - 1-1. . . : , � I I ,.-� 1, � � I I , I _ , _ - .1 I J " � ---�r ,) ! - --] - - - - 4 , : -_ � . ___Ic--�� 5 � r � L , I : � i � _� : I I � � - I I , . � � I � . 'i � , . I I : I � I I I I � � I � I ; � I I i 11 : r I . I I I lt-E_,�� - ��, � 1 � � � ., �� ; ; I I I i ,,"' � 1 I %:�� I I 1 I 1�1 I I I I � : I 1, I ; I I � � I � I I I � I H : ; t , I � � I I z � , I !� i SOX , : ! � I : � I , . I . . , , , ; 1 , OF 'L' : � � - I � 11 �, E, 1 f ,� '�" _� I 31 � " 11 I'- I I � I � �, i I - " . � (a III � I . I'. � , ! i I,L,-" : I �- . - �1 � I I I : , . � � ; � - I M"ll I � I � I ! i I 1 _ I - __711''..- _ ,. 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L ,- Cc� 1, �_' , = f � - I I I SO - __ i - r. - - I I—— mfl, __ I I t � , I - � - 1� I "I 1; INVAUAMB - Aw Imaillill - A=H"A .., .- __ I I " --- 2 ----------- NF�___l _. ,��_ -,�, ,-" � i , ; ��, r , I _,� -.4 di , . � � I 4.4i , - im � WALL JAOU .- I i, '___rI/ L I I I I :j " I - ! __ -1 7/6 Arp2 P.fm ; �- -� 1 on, � I %p__1 - __ .L_ -, � , , � I , (SECTION AT TOP 15 UMFMD TO +S5,5-67,0 Mi SCALt, 1/4- - w - I I .1-1 -I _: � ft- I _'T 'to, - I �ii I . � t� - mo,"Tol f " ,,� I j 9 IT 1/2* i � �, - -,,, -I - , I I " I 11 , ; , � '_, v- - � ED, " ` c ED, �, It, - A=NA= ,f 'L, , =r I --t" fr"ac - ,APi I it, I L ....... I_ �� .,: � , ��, I \ I ��ii -, I Ile *� i I . ....... � I I ' I &MI&UAWN Ai DIESICIN ARMORIC IT I I I t, Pl , . " - __ , SCALE- tj*' - I' SCAl I/-- - I- �, , � IP7 . Ic ' " I � , ! L .- �O. - wa. Low al toxii I I � ,,, � � ._r3�: ,- ,voi ,ti 11 �11 U, DQi - ��11 -_ 6 1 i - '_� _- '' - I - -1� lk . -1/ I I I t � " I ,,. , -ItAm" I - __1__ J_ --, f: 1 6. __ 11 I I I I - Dc v A, III, JJ 4��- d �� W)L 11,F-2i se. A's * 6 I/. ; , 1 __!,�__ I _-L.iii L, , � T", _! , I , ,I � � FOR It". Ul UP P, ,!-r '. a � I ' 1� I .., , it 1 =FiiiiIiiI - �/* - 41wF` tV I I L I �\-- 042 -11, I L ,� �, ;� � , * 11 - 1'r., , � t I � f -, "" 1, , � I �! i� .� - I , " N - - , I � I 1 2 * waou, t s ', rol wooi -, __j � 4 2'94' WOU i"t,ft'A I , '� I ,1.;,H; -, -� , L "., " j�!! PXJMED "�' " RMAti I I � 1 & REOLMIED -I'M,- - I I 'i � I OR ,_ = I= '. - - I � ,,,, ,� _ J . 1-4-- � L � � ...N;`T. ,, , . 1 It* , - k, - -_ _fI4IO PANIMMATE PLITS , PENE711i AT � I , , ._ *VIV=I��w . AUEAMMYLM ALIMIAME � j < ; - - - I/., O'c' w/ I 7116, �'L i ANYANTIH OF PLATE , 7 , I I I t'� s 'HIREADJEC PETETkItAIN 0 " e � ;A_ � , " I L .. , I , , 1 r � � �, 1,'� -1i 1�! � �L] � I � I I -i 21,'��,� Fi, j I . . , , " - - V4'# LAG SCI III t I I 4 N � I 4D WIM OF t I I � � 'i � : � , � � ,I w, , � ,p �; cc, sukoam Al , I , I I I , I I L_ - , � "Ll ,�'_ L-1-141-1 11 I " I I � 11 , / I , � : : , ` " ;I , � � 1 . , ' - tf i T 1� I j 0M III 2 i , , , 46) _. - 14 , ' -7 .T1_�4;;'i_'A.0 -C ' I I I Or nAM SCALE ,A/Ill " '_� � ' " ' ' I , IT -, - - , j" __ � i ,-c. I � I :ZFA . C'�j SCALE "',,ii 1 � � , - I /-=, . I I ALL LTROTTRI UP To III I - , . ' I .I- I . ALIUKADT-024-EM" . - I—— I .', - 011 PLATE I ] �,_ 1- � I'll - I-II-1- "MR.M.L.A.-M&AW-41M.- =1RAINIOn 11 - I . � ___ " - _ M - Vi . DIRECT, III UNTI JAIIAM !!!!!! 11 ... - I ii 3 L 1114111m, 11 It 1!, DIRECT M LIN .6, ISTAUAMN i1-1 __ . -1 I - SCALE 111�'. qmW" I XIV 3 _,, sCAE 3/Tl I, $CAE AJTI .a FLOOR MQUIli ______ 11=1 HQ=. ON - 3=bI Aw "'0077,14RAt" 1, #JSTAl,IAT4DN_q MR At,TtRNAINTS Iii ON & IOW ONLY VAUD FOR MoOtIhInjol so"MIR04"', Eliji WITH SO, DESIGN LOADS UP TO +43A. 484 IvAJ, AND Tj f4 si I/,#- - I- H21m, ol Q/� ',,�-��-_!q 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH kS.O. DESIGN LOADS AIYI�!�,:_,� L :11sli PANELS LENGTHRUP TO 12'-4' -_ , 1� , , .,�C'EN .�." 1. INSTALLATIONS ARE ONLY VALID FOR BUILDNES WITH III DESIGN 44ADS ... 2. FRAMIC CONSTRUCTION: woof) MEMBERS TO BE SOU"iERN S, , '�tEN .. `��Eltl I9 `R`-, - V:'�'.*,`�ICEN 1% - FOR *V WOOD ,ii UP , � � I FLORIDA li , ol - ik .,� � TO 55,5, -72,0 ps,f� AND PANEL'S LENGTH UP TO 8'-B' , ILDING CODE (High Velocity Hurricane Zone) PINE, i 2� W/ SPECIF'o DENSITY OF 0.55 OR low, , 1� � FLORIDA BUILDING CODE (High Vali Nor are Zoi - - LDING CODE (High Velocity No ton* zonal UP 70 +55.5, -72,0 PEF AND PANEL'S LENGTH UP TO a' -a" *1 _ , _____. z. -_ 2- FOR NEW i FRAME C&ASTRUCTiON: WOOD MEMBERS TO BE SOUTHEMN - t '--'L-' --'--- .I= mi m 2. FOR NEW WOOD FRAME CONOSTIRUCUI WOOD MEMBERS 70 BE SOUTHERN AF ii __ FLORIDA BU � I 11 _,______ -_ - z �, ,; Inm I'LlIeli 0i rp . - Ir -_ - cme Ivi il ", f f ttlo� 20 GAGE GALVANIZED STEEL STORM PANEL I PINE I 2, W/ SPECIFIC DENSITY OF O,iS OR EQUAL - " oli m PINE ti 2� W/ SPECIFIC DENSITY Or 0.55 OR EQUAL I ,. 'RY :: : No. 4167 = 1 20 GAGE GALVANIZED STEEL STORM PANEL J, No. Is t " 1 20 GAGE GALVANIZED STEEL STORM PANEL .* S ~ 84% I I * FE mi - I r, - ti� i *`� - - _ ___ -I---- a : , -- At ______ - - I � NY DAIL, - -- -----------------"\ 0 -.2 I 11 - 9 *'. - � /, L' - , - "I"'Foo. 1 TOP A BOTTOM MOUNTINCIS CAN BE � * - __ � 01/211/tAft, - _ � � - �, 71"/"" �� * �� \ GLOBAL PROTECTION PRODUCTS, LI.C. &-I- COMBi IN ANY ii TO SUIT _�,- �'� , GLOBAL PRO ' iiii; '. S1 ECIFIL, .�� S1 rEm / LOBAL PROTECTION PRODUCTSt LLC, - --Zr : S �� Se , I -- ji-LIFE —007.-.. TECTION PRODUCtS. LLC. MV �, - 1, ,O% , - low rx 61 SfFw XON-EQ&S-ama _6 ' OF _'. - " . � IL ECO in. — / [ILTECOjim TOP & GOTLOM MOUNTJINGS GAN BE I - . -rt AmIll \ "m sm, 51 sultzo `c,,_t% -1i Ro", I � , ,,-, . 'RI00 S1W. 5 Now INSTALLATION. -ill I-L Hi - - �. .9 7 A� WW'EF, _y � _� yi�� , .aDmmkc CoUPARY 'NO,ii, - �1, , - 10 A7,4 ,/,,�,_, ;Tm�wt..,l =r= NMI- F, 3i -176 ,4 .= "ANE, 4 1 I - �= � oc. I", (t�%"M "i - - I � IRARTil rXF HWITTei 20 IT, - , , It . - -.1 - 1-I-.r --------- r- -&, q - -, � __ � COMBINED IN ANY WAY TO SUIT ANY �N e _.�: ti 1, 1, 11-1- - - COMBINED IN Ji WAY TO SLAT ANY � i. Z-9111 ptol TMI rX �, I.Noi 20-176 TOP & BOTTOM L40UNTINOS CAN BE -1 """",�,.,_ L_ ,Vt , Si 20-176 7iiA 3". . , - �� aa 1 1 , , � - , w1mi �� I NO ..,,nA. jl� ti`�_ I TNISTALLATICTN� AL S&R./SKRATURE "" 0i to INSTALLAT10i %, N!�Iow�___ I 5. - �-,�-- � _...oi Pit 'i __T!!L1_ ., "ImIx - Ii --livi 'i %c,,,%FcR-wA-i "A.-oc"i ii - - I It' - _1� - -2, hk"I a Al Tvii .1� P. .------- -, "A.VOT 4, -+z- itiol of 26 � --."--,-,-. - _aEft Mi 4 41W I - -1 I= �__:�,:�,% . 4, III - 4+147 e4h, - lt,g! I !�� 1 :�7 �_ =��oj 'Mgt L-I= __�, �_ __ %�ON M f _!_! _� _____&_ _____ mil! Lt- I . I I I I -.-- co"Imi 44c"m couci "clim F_ TwIpal SEE ON i ,.,-- - - - __1 ON I oN- , I FOR wow =.__ IT= Smin I 5 AI'MAT,E(�)_, - i wrImLE (SEE SCHI , �r_ , 1`= Di 14) ,�,� Steil 14) ��: � I � Ilill ?i& Ill 1 � 8 ,8 � _j \ " , A 2/4, 2AA 3/4 up 4/4 roli I 1 15 , rv- I - _ Povi CONVICTE - I.Aw - f 11 --- 1.1 ... .1 " . 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A I SEE I SEE 11 I "'A� ", L - INTERIOR I "I - I � Iia i4i� SE, ,i, I I I*,-,- _��i, - If, / f-, .-,., - fT � I 1 � I 1 , X PANEL \rND Pil I I'll -+=-a - A , ___� ;z-.d-. .v" * 4 i I I -t W= L -L-1-11 , ---_ i 1* I,"$) � I � '.._ " it ; iI, � I I I I I i ,I- --,. _ � sawAf I I � scIawLE I _r .1 __�J - t - - , / I OR - roi M,i __11 �__.� - i I I , IMI-5z %111 t._r_� . 1, -I I [ " I j , 1, - _j � mil 1 -3 " 'j,Isf - , 1115f � - i � t OR DIRECT MOUNT SPACE40 SPA04 i � MWIL MCjjDR Mo, ARCUOR I � I ==::t= Z� �; , =i�`t 1 1 __ � I I/or W. 1 1 1 1 1 1 1 i i I I (9 Fs�!& � QR iigkili t - I ov � "I l'i ,T I 'i IIAN` 11 - / i -If ,�;�z I - � I pti - - h , � -, , 1, - - , L T_ I (i� :3 m ! V (ITE vot, —27,44 1 1 - 1 -11 - IT, L . f I "I'll, I - I , I I .11 --i P_ 11 -.I,_---- .- - SPAI SPAI t, 1 > I � Mi L ---- L -- - L - --- 1�_y )RI,-- t � - I - I V_ I I --I 17? I *+ , I I _ " '' jt_]T� � I - i I i � Z ; I I I 1 1 1 1 1 _L__ � A- I Ni I , - . � I . I I i I I i ! k I , 1 1 AT- -t� \ I DjaAlL I : WALL YQMNTjN,Q__ TUC&NIE-TOL-acklow" �A It L tke- 1- � �, L I T - mii vmallm 0 1 1 (w QuAi , I ______ �'. I --- I =11111; � 1 --4- - I � i I I & 2/11) b-v 1 1 i4 1w SCAI 3116' � I' SCAII 3/10' . � I L_ 11,� �', , I + T, 6 T I ' 4]AI END PANI I I strub III 17 I/V 1. ALTERNARY" � � I I � . I , j 1 1 , , "RAPO' MAXIM I i _,.*ul, 44014i ALMN&BA" ,,�,,,,- ,,�, " , I 'I, - (I I I L � q, .1 H I I Ehi � 0- � ,� � , (ME DFAES 1114 111) I 11� � � MA&AMil Ili NfiJaAali-Aba I, I/r w - 1 I � , " j I I i _4 a IL it /-- -g,-6.,w,;,v,-,rg - w- I 1 I -1 i ,�, ' MAXIMUM ANCHOR SPACING $ 0- .n.c. - _1� .! - 1 1 i MmJMuk_RANEI_uN%d_=_3Q"D_u&E , — ,m-�T I mocot � . !1 i ..." i...... ! _�� :H: � " I _Cff&= AT I) FOR i I mi I �,",-� 1 1 �, ; i 1 4 1 aeRM�Q_w1_x_Sk9mw__I ,&1LJmw_TAJmL1mSmr1�_zQlBl jav, I I _1`_ t � , . I � i � i 1111 � U) �,� ; I � j f I LIMA W�L 7AI 3/4 ON 4/4 i 1, 2 &M/15 , � & 1w/15 KU&=IONS INTO C11111 L , PTr RLMil qTRI- 2� - i 1 1 ; i I ; I I I < i � � � ___�_A_ k I _____iA4a_LoA7____ �' I � I I 1 ALTERII LOCATION , = miNtAw cl , ON= I , %, To � I cow."i I m". "�� I _� ON LIFE SAFETY PANEL - 1I Nor, ; "', I I 'I � __,q, , I I - --,, i , I � - iwmwl-�Lj�zx,-.,w6t,-wvn&zDmotr�.:,�p-A-B=QLA,xjL-,�-""I:.-! I I - � :'*� , L I � � w/mo UPS Ski PANELS � LOCATION OF LIFE (SjEF NOTE I -W) - I - - TXPAVII �_ V, ;� i ! � I - � - - _., - � -,iiLI, _724 1 To ITIASOL - io�l -I I I L" -1 - av__�L.'4_,_t - I I,o RED" PANELS W/ OR I-- - - . -, MAXIMUM .__1u. IAFWN I w-" ci PAuttow Fowl 0 f"ti pt�6 A*LcAmu To - ai i . S'le .,. I I �, , - , � �� if 7 � 7I 1 -� , W10 RFGULM TRACKS ; z. I, L ,;� I DE5,54 -_ - � - R,=f A %kow pml!,� - _ ............ YJ L 1-9 ;" ��,;�_ - ,_ __ - ��x,��,-,,,�-�x I I , " Pt sloam AS PINS"I To 10 I TO TO I 10 f a A,i tow. ,I!, (III .. .-I.- 1 . 1. � I - � � a � cowem , 'eo -D" 11 .,m - ; ,v Tom, I -Y 'I"' PAID, opEntwo ITOLL -T — I - I I 'Cinvir ON ,_11_1 - - rr , 9111.11 I I -119"CoNcw-.�-ezFwl 'or ;I I - L Imli AREl �` I "' CD =3 , \ � -, . -_ _i� _-, SET SHIm III FOR ANCHORS TYPE & ITRAOING NoR Imatam"Ohn Iffm WOOD MIAME wwAi . E., i �__ . I � M"t ANCHOR SPAttIcto ANIT MWWUM EcIE Vei ARE "ci OR INIS =41)VUE. Poe ; �, FIT - FAR I 1. 1. N/A �� i-Li.9-w-) "I ESS TI" NMI *4 Sollomum Owl ANCNOR spocil of wcIftym spAcm I � 0 T �` _---�'� 1 I.; -*m. -m N/A �A /A A I I A 2 Hi �1' -1 REvjhlltD "�_'11, F SLAS O LF U M" IF IN"m 1 MiLU1.11-1 - , 1 ; I --,It C -0 - ) AIMW T/ i _11 _ __Ll_ __.E_ __t/_ - -1, I � _ " to at INSTALLED OR fii FROM INSIDE --- __D1 OR LESS SY!W% ON SCIOULZ BY TTK I'MIDAND, FACITTRE, MR THE DARM1100 TO SC POWAI - 1. k SO[ A - +ua -710 a- '. � s, , v 1 a' I (pormiti w I I � 11 !,� "_Nm ��--/711 Rfo= WA.W IIAMI 101. 1ACM SNAL W I I= THAN M"i SPAC04 = = A wai P,An (91 SCHEDULE ii I , MELLL"(1 OF VIRIC11TRE s 9' v 9, _ � "I", - � , I"-- I 1� - __ ____ 1. - v 1 - HIM I "INIA TYPE AT mckoft LUTEMol __ : I t " � � 0 1 --- slim'.) I E-A ELVATMIN 11 i,�74 N/A R/A N/A N/A � I & , . _____ I I 1-1-11-1 It ", I 1_� -1 - ; I I : I - I' I ", I � ,�, I � REOVII ,Wu -7i Ir ��.� - a. - _,� I _1r I FlZilin-mi Y _v, 10 7 -8 *Kom TM O�111_ �, 1 i, I i "", t,- " ... I - I - L. I N liklitil I ATIPIM SCALE 3/m,-1, - 5 a s- I - - i 11 I �] I R. ,,, I I 111� ----------, - B. N/A W I I & 2 mp) ietint, - ;oi:cNo - , , mieliwe -coi I � --- --- --- - I RL0,10tim __ 1 6. p f- -_ � � m scAl �/B' � I* - SEMN SCALE: 31W - I' 00col 0 AvA -_ I , I ___.�___L� I I - " , -1 � s I WM�-�UW-L,$IQR"AUL4-�,-rAffM-"-ALL"IQ � Ir I,-/- .;,W� , � �, - ___L__ 1__2___ 1 "," �, - 1 `47�\��, � I Nl=l��.�,�--\--/—'I-,�---\,--.�,4, I o s 1A 3 I/w tt � �� , "Ite)... 0 a) , I 2� - L 1+55,0 -72'D - --- -±�.: , I ,GDFl 7'-61 TO 611-v t__-��-_� 3 � . 4 2 1�;- � , , - "Ar- /., ot,,� "T, 1�* I,.A-1- IT I A� LJL! If" � �' ___L_ I - I LIFE S ,M- STOW PANEL CAN PC LOCATED AS AN END PANEL (FIRI OR LAST PANFI) ��4 011) __111 i � ALIE&Wft" ALTERNATIVE 4 OR ASAA& INTERIOR PMl CAW Ii LOCATION IN FIETWEN END PANELS), v 0mwT,-- Atil ji Qll n!l vvm 'i.4' Ai � I ,WvA I C/) I LIFE SAFETY PANET-t MAY OR MA'r NOT BE INSTALLED ADW�ENIT TO RECI PANELS (4, lat.or-ril Swmmu-La-z,w,�-am-moiw-�c�o�m�aji.�-U-2��Lx-. ____r_ �Aliotmi ; ,1��. , ovo�r_*/, vr Sm .m I) ------I- -, � __1 - -1 - I -11, I- - I I 1-2�� ------ L- _ '�_ - - � pow-mim OR I (WI OR Wi REGULAR TTLACi Att000 AIll �g , Ima a 5i ot, ti �, 10 AMI CW . DInto 6 r IN, HKA, TOF OF 0i APR�W, ��'�:"_,__3-��: -_11.1_ : i, i I i"i., - 11�."_16211 f.1111.rr-�Moi i " m z LIFE PANEL CONSISTS OF D,0W GALVANIZED SITEL SIXTRU PANEL AS SECTIOR 9-9 orsom -T- - MAMMUmi:PAI !�. - , , __R Itnow ii 1/41#11CT Fmimmi oxhi 4 TAT ALTERNATIVE NO ERAME CQNQIIIQN5 it Al"i[CHOR LOCATIQN I nALK-od cAt It-1. 'hilthill"N" -,--- - - !1_ __ � - - 11 JANO.Mor PLIJS, * R' 01 PER � SHEET 2 Or ORWAIG, SCALE V32,.;* PRm%i TO I To _w.9m_ TO ol� OF THEN! LORI I 'o 1- 3 Ilr I - �,� PEIRTRANou M,T,%.1I/ I sm& 3/r - I, m 2t � covi KAS #= - W.TTVA IRt RITI WA- 1*R OARM L. THIS I, fi TO BE RUADVi OR INSTALLED FROM THE INME OF � , - -3 112- 4 I?Z� CIT �11) -!I OR - &II .- -, "hki _______.:_ __"L e --,,�Wi % N STRuCTuldi _9pi -I- I ___f , n! ,_ - , I-- ,,�t��,;� ��.T!�w c0thIONI :tiu!_-_A, !T!, __ a�B � j_ _ �� ' ,i;r Q8 4 tuft�, WALL MOUNTING INSTALLATI , , � N � IL11p "'ll ',l _., �1111 'I!, pi Tjtt/), % L e 2 (BOTTOM) Z-e -ORLIms , , , w J, LIFE PAN REQUIRES TOP TRI TO BE COMFORENT 0 A, BOTTOM TRACK to v, '52A -66.o 1. 1� 4� � -�L _� , C=ENT LET 2 OF IRS DRAWING, '� _ � � - - -i- I'-G- OR LESS It ,"" No� 44167 ' ,I It ALTIRMATNE-lb! fijr.�`,�pE-143,& '.-. \ _ #"IS e� SIT COMPORRAITOMAY BE INSTALLED TRIAL OR FLOOR MOUNTED COUVIVING SECTIONS I a 2 1/2' 2 I/2' -_ - , I sum. W - I' . . BE I,," �� . . ........ ti�tic =3 1 2 ON IIS SHEET, AS WELL AS DETAILS I & 2 09 SHEET 14, ,'V -** C'Eill 11 -72-11 � _tL _,', vv -.1 -(--) .* . � 2 _vvi 11-r I N/A � N/A >11-61 To 61-4*1 ;, , " * " � I 2 . IF � J--1 -., ,,� \ FLORIDA BUILDING CODE jt�Lb VIII '554 -7:0 2 (BOTTOM) . . FLORIDA BUILDING CODE (High Velocity Hur ii loha), 7 ' FLORIDA BUILDING CODE (High Velocity $or none zootai I� , - 1. I Ill fcana Zone), - - - ------,- --I---- 1 I * I . - - � 't M , LCAIi FOR Cwj z � � %G, I I __ � _____ - - ___ ----,- ____ - ___ s '.. = 11 I - -11 I - __ . - Nor -I.--- �w! _ ta_�_ , . I I � STORM PANEL �__ 0 -TILO A NIA N/A a, � 3' -, _. X Vm P'no ft. z ro, : I It .om '7Z - - j____.;__ - _.- ____ . m" IMNIN ell � "'Y -� Awfkll � Iiii al k=1 . I t:1- ? ONLAW Sir z mit. . z I . < _ o.. ANCHOR SPAONC.fQNRE-CO(IM�rO.N�N6�7'4DANClibRArE AT BOTTOM ,I-, 01i ON f - I -moo. "a I I 2 (ITITITOAT) Er: - =T-1 20 WE GALVANIZED Ma � *'. $C"JEDULES iD4 21 St1w, IT, * " 1- 20 GAOE GALVANIZED STEEL STORM PANEL I , STORM PANEL 20 GAGE GALVANIZED MEL COMPONENT I - 1 III AJE - . ., ___ � I -4. S '. %T Or ; NIT me I-- � � , , -A- --�_ , Tt, GLOBAL /IiA,i,,,, ___1 , I - PROTECTION PRODUCTS, LLC. ,,,, K PERMANW, OR REMOVABLE- � 6 r �_ --------- III, - 1, IMPAUATIONS MAC ONLY VAUTT FOR TRAT"Al WITH Ai POPPY ioAM UP TO k Ir?. _> CTS, - I - 1, GLORA P TECTION PRODUCTS. LLC. � "'w"S"" ,�Si -114 Imf ANP PAW'S alli UP TO Ill 0p - "t jkl&�-_, - III - -- i 5, SEE DETAILS FOR 145TAL44ni two wQEQ FRAi SUILOwits ON $8w IS. S11"., A.PTY ___ .111IN C �O. .. - \ 0 LG BAL PROTECTION PRO" LLC�l c"e" 0 All ___!�_ ," _11-W ,- -, "r � / JILIECOme. \ z �l vA ., , ,�� "or-, I fbiv 4w � �_� / 111. EC 'IbIAI tw 51 VITRO, 2- TO NEW WORD, Fil CONMJCTOk WOOD MIRAKRS It K S01di ,_,�� - � ":ii _,7 -, "00 f1w, 'A smv ti I -W, 5 " , .� * = ,0=� "A V ",/ Ii � 0WARY ai R, m3'. Roc "Ic" " , AtLrol a momm" Y i FL `LUI. 20-176 I, ". , t Alt tL 1i IT PaAx, (9610)"n-7iti FAK4 l. -am 20-176 Wmmm "tti (05A)"ll'-ni rAF lolylao-Iii 'TAlk APPUI TO THE KCMSffY FOR TRE INSTALLA1,GN OF GN Aultool =151M)oRi 1 20-176 / X&. _ - lit� ' z.rm-z�"M - VI Q - 111-1zl!"11111 , I" / I I �'N"T.;4P", e - < 6 SEE ShIUCI FOR DE , - I Si VTRACKS INSTALLED ADJACENT AND BEYOND TO MCCO/Ai BAINI ''.. ,�:. - -U.-N..1-7., - - � � I ' 0 - M1111 om""; - I I -.I.;;-- 1_1� �_ I- z "AZ,N,,,,T'I,, - �A_000019 2� -2.1 - I - 1 WMANAR, li PIE $r-_11Ow11vmEjb0i 7I9 _!!�*_ � "All cA,1000i - , � � ._E= _� wAVSKRAMON,ni J, - i - _, " *kTUT A Ti Jr, Pill L- 1mi or 26 _j vi A. -1 ��;wv'Z IT, . t . = iiii . - ____ I - __ 1. .- "C. -1.1r-_j . il ti f z - ---j_"."- - L_ a - I- . .. . . � * , I �11 4,11- - 411�11` , ", S�� .1 - _", __i:� ,I, - - I - A ............ __�� . if I I [`_:��J_�'11 `_` � �N'IA`" I i , , , I� �111 11 11 --` I I I 1.1"l."', i 1 � < 1�2 " I � 4 /71' I-- --"9'.( i'L , I i , .. - - I""- A_ , ��, �11 �Li -:11 z I 1% I'll, � p i .1 , f4i - — � _E___ - z __" ' . " 0 TO . I - I . SHEET NO. SH 1.1 � I *3 : MAX: ! L MIN. D-M�,!)- 777�7�7_ - - - ------- - _ __ __ --,,----,- , a 7 � I I 0 0 0 1 0 0 1 6 - - . 1]7 - l I I I I I : I . I , : j � I I I 1 I I , I � I r I I � , i i I I � i I i 1 1 i i 1 [ I I I n . � � i I i I i I � I � I I I i ; I i . I I I ; I i I i - � I - - I i j ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20)-------- - , - ______ -Wi7, 4A/17, FOSA/1 S. 39/17. 40/17. W/WL 3, MAX.' � IIAW/1% IAW/12 A8AW/20 r*sai 7Bw/19 a ON/20 I' NRq.: I :1 ll I , Ti . ;& i 1 L ' Fit I � WORM a .. � I I I LFT WE� 170F. --Ta : � I , : � 1 , I I I � I I I - . - L � _1 _1_ . - ---I---- -2 - 1. : I - , ,_ 1I i _ I i - � I - - .. - . .1. t- � I "I . - - J . - .- I � 11 1'1�1 �T I I- � � �. ,. l MAX ,4�A � I— , - , �1. "-. --- 7_ , � �:ZA I � 1 2 � , ss, " , ,0, PANEL VOGIM ! , I "'MR-1 , 7 7 60LIS W/7/6*0 v 3/n, - ", 1 r.__,j,; i , -, ;,, I .. WASAW, A, I I � I -, I (SEE SCHEDULE) � i 11 =, � I I "I T I I ------- ____ - . i � , l i � : , , l I I ___ I r � I I � , , . - 11 I � I , , I - I I I I I j �; " I . , I � v � , � 11�1 I � I -� � . � � it - " , , �� I I I : � � f I I � , I d � j t 1� I I : � I - . . I I i .�� - �, I L - � � I � I ) � 11 , � I k �- �- - , I . , - - I 1� I I i , - . � �� I , L � IRi I:AT L�f -si�: f__� 1---! 11 l E =&.oSAETY, i0omcoRwaWu1 I I . I - - I .3- MAX� *WI7. __ *NG""UF`*Red ""s' � AA/17, SA/I S. L�:r/jl, 49/17, $11/19. 3- Z� I' MIN Skii TAW/19 A, 6AW/20 =RIOR 44wpe, 7EW/t9 & 8DW/20 1* MIN. - __ - .- - - - - ANCHORS (SEE SECTIONS ON SHEFFS. 17, 18. 19 & 20)-___ I I - OPBON A2 FOR LIFE SAFETY STORM -PAULd ,ELEVATION SCALE :I/16'-I' j,' Mix_ w =1,09 7I�U.70 _- --___("`, OR _aK04DW71 MIXE MU" Lt E J -"-I___1�z'l_�_,�___M��_4____'.1/."7 .�._"_t� _"- ��_-7�Z1,? SECTION A -A L SCALE 3/16--,- 'Au. *.ILelma`,14c?;IgtzLigr.xxnw,L,L,I �I,IIIIIII F. MR � I 1IN_7Aw1q;j:q bill I MAXIMUM KSO. I Max, PANEL LENGTH i DESIGN PRESSURE L t .) MINIMUM SEPARATION PANEL � RATING (p.s.f.) (SEE SECTIONS) TO GLASS I CONDITION 4 55.0, -72,0 8._8" 1 2 3/4" 1 UNBOLTED .- - INSIALLATIgN DETAILS FOR QUION 92 EQR LIEC SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES __r_ - - ," - ,- 1 I I , , ,I' 11 ______,j,_'_f ", I � i� - I - ,; � t � � ; . . , �' � � 11 � ---77�4 " -11 - � , I " , l . I " jr I I ill . I I , I I , �11 � I , . � R0.,,'-*"` I I ,� I " - � �� - �,,m��z I - : �-, , _vo�jhm ,� �" � I !It , WOOD HEADER I � , -, 0j I - REQUIRED _� I , I �, �'11 I . , a, -1 I I - - 11 I � , 11 � � , "I I , i" � 1/4-a TAPCON 0 6- ac. ,� I , � ____T___, yi,��%T_o,., o 6*��., 1 , IL 11,VO TAPCON 0 S* ox. � 11 I ,,, . ". wg 112- M I I � - , 1, - I _ �"j , N. TFIRSADE 'I, ! 1 , - 4" `CG" Ic "I 11" ,� , � 'I, .& / I I � � "IT �T,R: 1-"'11FzL.1B_ ,' I /_ - _W/I 1/2' MIN. tHREADED - ,� I lirl"' I � � I I �� I . I I I',' , Do � 11 , ETRALoN , I;". �T r AT WOOD I I i , "I I I I I 1 1 PE60RAIMN AT WOOD I 1 � I p I I � N 1 / � 1�1 WADER . . , � , 7" HEADER ", , � 7 HEWER �, ,� I f , i HEADER . " -: �. ,_ W . ,� I I i I i f "I I . I I I .1 � I " 1 'i , .4qwr . i � - I "PiA � �:: 'i ,3�+ , 112- 1 I , 4 I 1/�� : - i � -_ I .1 I � =� li-/,,. , I/*- 11 , I . t/4- . I 91 1 /2. 11/4' , I , .� j 1/,t- +� ji 7`6 "' / I I I , , , I � I I ___ U., � I . . I - . I.. 1 '. 1 7 i"'. I . - t I I ! .. I : % I � __ I No. k . � . 2 � j - I.M... I � i � - 1. I I I I I � I I , I .Mtn..� I . , .1 I - I I � . ,;�. I �� I i I I �� wj,I I I 1� �l �;1 I I'l , v I 1 I--. � I � ,,, 1 ",__ 1 : CONT. "I I � I %,T� ,�, ; IL 11; J �-- -: �' - Q 2. -%I'. � h � .I L_ IT, I[ I L i, �__ - - L n, I , It I I - j.r� � D I - ILI I _t : � . Cp I-C , ! ct � ! - ( i t I I . I ; � i : I ExtsT,"c ? - 1PDMPAa0a , ; . 1 *,,,I SaMAOTON I I � � d I 'L . wat GLASS -i- ,s:=01.v11 - ! 4 - to � I i : 'L, Max.Q`ASS F (aiE,, e:Huxtu - I I I , PANEL LENGTH i IiHaPT 'LD : I I I I I I � 'L* Max, t I (Sa NOTE I BELOW) . I - .a.. . ; ( PANEL LENGTH l . Mico ,G) � SU NOTE I BROW) I I -, — i I - I PANEL LENGTH I I p � I PAREI. tFN-1H MIS1 To - � i I � I I BELOW) Existm W, 1V`M`A`*a I I ,� Ii (SEE NOTE I BELOW fl_Ass L, - , (sit NOTE I TO wo � - , rc� - -.- __ - - __ - _ GLASS , L,RxsoHEURAz 1 . , - - t - .�, - I I., n I . i " I I r--ho, eNot" - 1 1/4*20.1" 1 1 i all .m NII ! I I/ - - - - I i " SHEET 16) � 1� - I _ � I I 5 3�$ L.M/ I I_ - -, -- , . ss. m.& W I -74, _11_t.1 - I � 1 1/11",73/32*� � I I ! 1 i ! z I I I 7/a, . 3,132* "Aw, 'u, , 1� YANG*wp L", . I..,;,__ -1-1 .1-11-1 � __ , , ___ 1, - , r. '_'�'_,-_ - - 1. - - 1. ... - - � , - - - �, , � : I ": � T , , 11 , , I l � f � L . I � � 4. 0 T IN okk � - I � i I I -, - l I , 1 - j, LI� , � I ; � I , � I - � - I . , i ! i a oc 11 1/v - -, I I � f- f I I I i L_ - - _ --- - L�1_ . I � i MIN THM , , _ - - I i AT I - _,,, - �__j . - I!- - . � i PENETRATION PUYE,'�-", �� I � ", , I 1 I i I I I � wDwcT% i 1 -7 I I I � . i � _(3 1 i J�&, , � I . � I i I I I Co. a I L r r � I I ! I � I � I - . a-- : , I � 01 i I i - -`fl, - I , I - - ", I -P k1'/4'4'._21111S 1 " , ED � "' ED . I , I__ 1p � � � - I I - �. .-I __ - - I - 1-1 ------ I NIS . � " L 9 coi,(T� . � ---@ co"T � , - � " - W/ '. � - � 1/4'20,3/A'S !L US W/ : I I I - , :1 - I- ,vT I � 1 � T/8-1 � 3/32' Al WP � - �, ' 7/8-/32 - WNG , I . - I �,.��_____" 7/43'*Z/32' WINO NUT , - ; WASHER . O.C. I " 1I WASHER (Bolow) , ,�L WASHER 2 , . jj`8'# , 3/32' WING , , I I I I , a 12 1/2 -1 � /2' D.0 I': wft *AsKR (BEYOND) I 1 , I � 11 � L 11- I -1 1 !;: § 1/4-1 IAPCON � I � if ' 1-1 T*CON . .- OC I I __P�_ � —1/4-f TAPcON a e OC , I �, _ _ _ �e I I ft, , _ _, " . *5' C I I, I - " i I - CSTAGOEM W/ STUD) I STAGGERED W/ STUD) .1 I- P" MIN. T�iRENDED j ��v � � 1TON AT WDWTH , I i I I � i i f : . I , I ' ' - MIN. THRE � I . ADED � . 'I _ � _ I Y, I I , � /� . _._ : ON AT MXNADT14 I _I1 - -1 I t AW& or PLATE I �__ - _1 .nT THREADED ,1 - , , , � = WOMI)TH . --- � _L: - W — � - � PLAT OF PLATE -_ � � -- PLATE I 11 L OF z- _,-p.1- - =:� -V=w . _1� I 1__ __n,• 0GOO PLATE ___ , ___ 1`000 PLATE REQUIRED &;�M ft ON WALL MOUSS2 IMAIJAVO Mg��WAJAIIAJJ WALL MUNIINQ INSTALLATION wALL MMMM IIIISMIJADON A USdUR PANEL A &Mmm"ft SCALE 3/9'.1" it mv "319L IRRINWAR do sex-, ljr� I' a MEL a _Um�wirl_ ,,,%11114.4�% $I" 3/8'-I' SCALE, 1/8'-I' 0" Ii, TIQ/-'% 1. I r t -Il. MP : ..^ EN$,e ARIP ONLY VALID FOR OUIUNNrS Writ A.S.D. DESIGN LOAM , � S FLORIDA BUILDING CODE (High Velocity Hu .one lofte) , - 14 I . S—__ �PRSTALLAIIO Te r55,5"-522,0 PSF AND PANELS LENGTH LIP TO W-fil" i : I,40,4117 t z �0 MIM wc. 20 GAGE GALVANIZED STEEL STORM PANEL pp : . ", 2 FOR NEW IN FRAME COASTRILCTIM WOOD MEMBERS to BE SOUTHERN = DRANIN It, - . . = — � NNE NO. 2, W! SISCM MMSFTY OF D.55 OR EQUAL �2t,;:�;"� ; - = *1 sl��*#�� . I - I " a"OU" 4, ej . I - I - � �,.. s1k PROTECTION PRODUCTS, LLC. - - IlLfIECO." GLOBAL MIT. _t-� 1� OF-11 � , vd_p_ .C. � A � sw� 51 STREET " .. 7_1114__W_�> 44_, � , , .. . owaou mw, � =n. �4 P,�- (0�)w76iit, rm, f4IMPww-6-n7 20-176 "I",, ,� I'll - is Sip1,.. �,,:� / - r-) � I , I 11 - _wLaals, - I _! — i - i - " O?UwAK; Ra, It It 011�E. sE:.,�Sx;Nq.,vtAt eacto A. FiLur �.'py I-' , - - I I . fs,- FWMIA V� f - "_1 - - I __ swurt, . ar a I I , I I COMPOL4ENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS - . .1 -2511 I' - -_ - ,- __ __ , - 15.1 9t* (IOTAL WIDTH) ----- - _ __ __ . . .. - - - 1 21250'— —2.591"— i?-. I ' 121500* (EFFECIINLE WIDTH) - � - __ - --- I I ____ - - I it 2,250 - 7 1�` � .1 � - I 3p� -1.wo- - �1 350.-- '. � 500 11 __ - I �, i 9' , I , , - - - - `� , 0111, 1i ____1T_k1 � _� - 2.=* _ lf�.075' I' ioo,. T i - I - T, I yp _" - _�_ . , .,/- / I .1 &_ .1 21- 1 / - 1, HEMMED - � 35w - 2-' F f' - * \��1557_ /-='.. �= Y � EDCE .� , ,�, / 2DOO' - 2�', X - / ASTU 4653 , DETAIL � T_ - F, 57.�; J1 - - HEMMED % �j GRACE W MINIMUM / . �, 1, i �____J I I .� I 11 - 5=_�� __��Al EDGE — i G-50 CAM 1\ I / k L A /48.5 __1? . �� -)I , ,I "'. ", 1 116. If � ______6 L �6,f__ �, .- _7�10._ -1- _._ - -1 �2 ,V 2L47O"----j ��. t ",NORM PAS I __ -2.00, 1 w , (�) - �'111. � , - 1_,� IN po tip .,.�,, ".", . WY, HEMMED EDGE , . "_�, � - .7513' - I i - .25a, 2 , .M21 ,�,-5_j � � . I --- -] [ _ ,i,. ,� 813 ,,.r - - �,- �oor I t ! A - � -,�� f, I , i 1�1 HEMMED - - I I - Z/ I ' Ti 4( p I 0% l 1 i I ISOMETRIC VIEW DETAIL 2zDO' 2.000, I � I ---I ROUNDED CORNER 0 ENDS OF PANEL'S END UP W/ HEMMED EDGE i .,_�S' 1- . I I I , , L__� j 7 A i I (N I,$) _�R 1 ' - � � ==� 1 25' L L 710co, __ i P.� - . .N* M... - - - �2,- (� .1. TI=K , (�) M�El�/'-IE � (�) rx1!N2x.LMM_&ML -i r- 125' 6061-T6 Alum. ALLOY - 111 I �— . 1 1 OA ... 01,4 . I er, I 750- 1 1 .. (ryp ) . 4,�!L�, I�f �; I I y .-`\�CENS %I; 0 . � ��\& ! . ,,. 15 , i I !_` I 1 ! i I ., % I I __j I 1 i No. 44167 ". S I -A FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - z It. - . i f __ 350- - = � PlIm � 1A ___ ; 3* M...------j j7$". ,q TATE OF , :2Q� - 20 GAGE GALVANIZED STEEL STORM PANEL " , - F;; ` � ORID 1_z_,_ S, g__r 1_� , - , �Y, _��*__ - ___',� � LOOAL PROTECTION PRODUCTS. LLC. "/N1/=w` (2) 3`74'(M ALUM, ANGLE (B) am ME ""'f�,;, �i --,z-, "' IIILIECO,pic tl! / .w 5 . 51 STRW I IN, ,�, & MONUIONO Y OM,,1. F_ w"I I I' LONG IN10 Ilui�� wi."O.. .0".". 'a" te,49-7�, FAX fib,)Ue_,v 20-t76 E.3-M Adurn. ALLOY �� , , " ...... op,wIt; wi, S�/-GNA`Vavaw CA-000ZIS"M ,-.I — 4244". �111*7��,�_ YALTER A. TIU_T ,,, Itt _., - "_� L_ 2,-,I-- I - I -, :—::- :-::-i INSIAL TIOtl DETAILS, FOR OPTION J2 FOR LIFE SAFETY SJORM PANEL SYSTEM INTO EXISTING POURED ONOVE-0- CONCRETE 9=K STRUCTURES 1114, TAPCON ANCHORS - _,_. �/49*. TAPCON ANCHORS 1'4'.IAPCON ANCHORS 1 1�40*� TAPCON ANCHORS I 0 9. OC. D.C.C. _ _1. a a 0 Gc . OIC POURED C014CRETE :1 .. OR CbNCAM , '. POURED CONCRETE ,� * I OR ��=Ec ,'� CONCRETE ,,� p POURED0MDWRCTF , Po"RCOMCM ED � , ,,, OR CON - " , BLOCK RE F--r A -, , REWIRED I-, - . , BUD __� z ff-- I I 1�� - BLOCK REQUIRED . BLOCK REQURREo J F-C - __ � 11, - __ -_ d I . .� I ! - � , I _ __ 11 11 M_ ", , , - ______ __ - I i �, " -,. , - -1 I rE h . . L, � : I E.OA 11 * EA- . _,��, - . I I I ' E.6,* ", I ED -�, I ii I..." , v , l I f. 1 : IT,� - ,." I I I � 1 �� , 1. I I 'I � " .... �: I 1 - �. 1�, � : 9LD , ��-"_:" , I —, ��U . 1 i %, 1, I I I I I IT - - : I - SoNevoR . � : - CS, : r X= - � eivo 16) , 1� i - as"I'Vaiai . - I- g%r. - I "Hol I I ! � . ! - _0 I - , ; - - i � P L q � wNarKat,a � i 'iot � ,�M . (T a � 4AW IW - - - � � - =o,, ! : � -0 0 I 1 I NOR, "r , I j I ..'I" 4 l 11 I I 0 I 5 I ; IN I I I 1GLASS11_111� ; ExisTIN qj I CLASS I, " i I " - � I I � EXISTN�, .MiL9 GLASS -1 . � 5 I , 0 1 i 1 i I I 1 �4 1 , , � � � � . � � � I r.. I I I 1, I �' i I � i � � , 4j ; t I I ! I L - : 1 9 i , ,, � I � 21 1 �. N I ; �� I At I I I i 2 ! 11 * , � . I I I I I I ,�' I I - w � ! I I I I t �, . I I I I 3 : : . " - �- � I � 9 � j�w *-f,. , - 6. � � � f �, I :1 " "' I ,� r I,-9 ; I 9 L g uq-iaq-,�,n . I i I i . , . I - i -t __ V�' I �_.41___ - - - '. j i I --- - ��_ , : � I I i I � jj I ! 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(W:M: 0 W STUD) 4 I/.- ox. 1/2- O.C.; ORS (STAGGERED W/ SPW) l 0 4 1/2' O-C I : -POURED CONCRETE - POURED CD14CRM __.POURED CONCRETE l RE NO D CONCRETE OR CONCRETE MOCK OR CONCRETE SLOCk OR CONCRETE _ BLOCK OR CONCRETE BLOCK R EOURED NG INSTALLOON SECTION3A R EOUIRED .WALL MOUNTING INSTAULION SECTION 32 REQUIRED REQUIRED WALL MOUNnNG INSTALLATION WALL MOUNTING INSTALLATION SECTION 0 REGULAR PANEL SCALE 3/8*-" " SECTION 0 LIFE SAFETY PAN 0 REGULAR PANEL 0 UM SAFETY PANEL SCALE 5/8--i- SCALE 3/0"-I" SCALE 3/8'.1" . SIDE SHEU 10 & 20 MR A4>4OR5 r�. 4, SPACING FOR INSTALLATIONS INTO WORD ANCHOR WK - .11,11le . . . . . tMKuH 1,04001011 ... �'� , TI, CD1 Q171 FRAME BUILDING, UWAAW ANC,o SPACINGS MD UMARAW UP. MICHOR w0c" all I , ... �,,. . e'fN ' EDGE DISTANCE ARE INDOTED ON THIS *-Pat- lca� A.) ) EN se . ECHEEPULE nti� . ED. UM THAN iNDCA70 - - f-Mail, ro.�._,j;�) i z1all .. S - FLORIDA BUILDING CODE (NIX Velocity Nut cane Zone) SCHEI&AE MUM AIRINOR SAACM BY IAXTIPLYM SPACING SHOWN ON SCHEDULE AMJL = i�w 011111I RACTOR : = j, %o. 416 '.. 1 — `RTNR. � . .*= 20 GAGE GALVANIZED STEEL STORM PANEL fp SY THE to u_owm F&Ifoilsl MR INS apm4T,w I 1,� . . - DAWI � to BE POSSIBLE, '�' JNS-TALLATION DETAILS FOR OPTION #2 FOR LIFE SAFM 5TQRM PANEL SYSIEM INTO EXISTING WOOD STRUCTURES � �-�-- ; I , li - � I � - � I � �,, I I � 11 I 1/4'0 TAPCON 0 S' D.C, "I �1_ , i ,� - WC THREADED e, ,� I I � I. " .' /IA2 P eMo INN L I N64 R*t Oo. iC� D. s � I . " --- T -*/I 1/2' 1 V, I � _ - HEADER I � - - � , , "I I T7 , , � "I i � I I PLNETRATtON AT WOOD - I I �11 PENETRATION AT WOW �l I � I , , � I , �, n I I . . � HEADER �, � 1-1 , L I �� . , I J. I - ' , , , li , � I , . ,. I . I 11 -4ealwo e I ` t - I I I ': '2' *"I � i,u A-- 7 � I I 4"plb P � rj_. , ,l � 4.. � I "� I ;� �� ,. � I Ua.� WOOD READER .� I 1 � j - 2 , , I I 4 - _-I DD HEWER " j '2- , 'r,, i _ 1 � �, ; wo, , - - REQUIRED - - - 11 . . � � - - - 4. � ; I � REQUIRED --I- - ;; - ,I �: � r 1 4 �'! , _4 : I I L1 I- . -s,, I t_____ EOM. , =1 I - I t . _� ;, li � , .I , , - - Lj, 1 !_ i 13. 1 �� , - Of) I 121,�.., M w � I � I Mi,1 SUMPAID, I i I I I i I � 10.143 - '= - I I � , , I � i . ON I$ ; ; I O'k , � I is-! ; w,L, tvanatm � v Mr.- i - 1 1 ': 'L'M-. 4---":=-_- : ; PANEL LENGTH _ _ -1, - ,v __ - - -1 I - � - _� " I � PANCL, LENGTH ow Rev to) I ISILE NOTE I BELOW) 1/4*#-203.1 . I I (SEE KIM , 8CLow) EXISTW_ I -1- , , �- I � GLASS , � S15 M. %V-1, , "i'' __ �r3/,. L'411;*N �f I � � � L . � ! I f I i I I l I I - _ "," - i - �� I �_ � �_____ - - -:'i .- I I : , , � . t � i I . C I : � - cv, I I I I 77I17" I 7 _r I , �_ I - . I 41 ,I I , — . � I .., Ali � �u 6. * - " : I I ,_ Ea. , - - .1. ; i 1p I � 1_ I ---- - ---- - - , I I - F -_ 4101 � i 1 4____ EEL 1� - I - � IM , I I I 1 4' woo PLATE � � 11 , i ,� `7/6*0 , 3/32" WING NUT ' : , 7/8'0 . 3/32' RING NUT - �_, I . ; 2'0* WOOD PLATE , ' I � REQU`1 D .1 �� _ I- - .WASHER 0 6 f/4- uc REQUIRE PLATE _ ___ - - � , l , � ; , � � 17! , I � WASHER 4 (BEYOND) RED I I REQUITED , I I , 114-10 PANELMATE PLUS � .. T, 1. 1� I , � I fl; 114-I0 PANELMATE P4§- - - , �), . - 'Ll a 6 1/4" GIc. w/t 7 8 I � � , 1� a• 6 1/4' cc w/1 7/w - , - . i I WIW THREADED PENETRATION , - � I AT MIDWIDTH Of PLATE f] MIN THREADED PENETRATION ', i i I � I "L J AT MIDWIDIN OF PLATE , I I � " I LI . _�_. I " � _t�_ A , WALL MQUIMIG I• NSTALLATION '00MIVIII-11AN4, fig INVALLOON a ,,,kN;0k N� TQ7 AIJ VE §ft � ;t�, - , 2 LI PAN L SCALE 3/B.-In MIN SCALE 3/8'.1, *�yr.Efilse`.,.. '1111- FLORIDA BUILDING CODE (High Velocity Hu come Zone ), A�" 1- ... _ - ___ - I = �, %of44167 ". 1� .20N) I'LlInA w_ 20 GAGE GALVANIZED STEEL STORM PANEL rjP. : * * i :Z�,_ i. aSIALLATIO S ARE My VALID FOR BUILDINGS VON A.SIQ DESIGN U10S = *,� * _-, . DRUM wt U - � _ - - - - -72a PSF AND PANEL'S LENGTH UP TO 8' W S jt� = _ - -_ 1, 07/.,�ftm A , -'I,-- GLOBAL PROTECTION PRODUCTS, LLC, ao,. OR�, UP TO +55.5� - , �n , _3 / 11, __ --iiiia"aaaaa � - - � "o. SATE �e - � ______ - 7- ,OR NEW WOOD FRAME CONSTRVCIION: WOW MEMBERS TO &E SOUTHERN Vp_" I- ILIE C 0 ,Hi / SPECIFIC DENS" of o5s OR EQUAL A% - � uvaw��_Z_61 UXX) S.W. a, IFIFEIT L-== , ;1 ITILLIT TIVITIM. * — QQU D.IL F_ W3, ,x.,N, , IU� v, " .. , ,U4 ftive, (_?U`9_1�1 MT, 20-176 1 03 � I a, � L - — Im --- ��_=& ORAMNO Ha, .111"+jj;u00f'W1VV�/DAIE c', is I VU.In A. ILUT �.. P.L -w " 0 26 . FLORIDA Lt # .16, -1 I - I - I I I X/24 IM 'Am' 2 MOO V/24 * 4'/2 0, W/ OR W & 0 (SEE "M 2 BELOW, .,. U... 2'/24 w 1 724 J* 1 2 -0a Ran � 040,101 0 EACH $% FOR CONCRETE ANCHORS, SEE NOTE - - I. A T� AT fq SCHEDULE v M-1 Sir - Min. - WNCRM %=a OF S=m For, WOOD SCRM_ 3 ____ — r.,;.- - — 0- SRW 26 4U`P1 : : (SEE .��== �2.5, , � , - '. *,,, . U.: a 2 - 1.1, SW ;L�� , I - � - - 1 E1_4 END M L`?- - , i ; i , , , 0'_,___ 1112' 1 I i I , I M I i M T � - 1 I 1 F � I M_ 1� I q: ! I F" ! !1 , -i I L�! �j ! I N --- __ __. I 1 � I 1 1 im !11 , i !I , rA ! 1 L?j 1 1 1 , i � I? 1 1 r1l. ! � rj�,� I i 7. [ � I 1 1 11 I i i i I I I i I I � � I 1-1 1 1 1 1 P I I , I I --, 1 1 1 1 1 1 , Il ; ; , L_ . " -1 i i __ I 1 ii I 11i 11-Li -1 I I [1 1, iLf 1 L_ ; , 1 L, L t1l ,. _ 1 1 k i I I ; ! 1 I 1 1 , , I ? 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Na� w _4__ - I �, . - !& I 0">-/ \,/ \--- 1 02 �-R 0 w/ M W/o &O I 0, 3EQIw&A__A =I10 0- ��A A . =. .. !L/w - ii, hog - SC41 "* - I' 0) : '_ - 2 KIM STORM PANEL SYSTEM CONSIS71NO Of PANEL. s TRIVOKS A' TOP & PANELMATE PLUS OR IS' LONG 0). aCfAMS1_X.5UM1_2M E - 2 tMUNG STORM PANEL SYSTEM CONSISTING OF PANEL , (P BOTTOM W/ PANELUATES, C�I, TRACTS 'Mo & BOTTOM. Q). END PANELS SHALL ALWAYS BE CONNECTED 10 - G'_ -_L BY MEANS OF P,AI1rTE1 OR IF USED S' END PANELS SJK41 BE PROVIDED AT TOP OF SUCH PANELS. SEAL(. Be CONNECTED TO, 3rly/ 1'/1'*.-2=/4 .S.AU 7/ ` (2) 44 (ED PANELS SMALL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP RAN WING NUT OR I r TRACK AT I'.. (3), IF END PANELS ARE CONNECTED 1 4184- 2W MI, THUMBSCREW INTO T ED Ti P11:61 AS I/ ?� ,qDTTOM TRACK, CON!tFC!ION SHALL CONSIST OF DESCRIBED ON 0) BELOW), 4'.-20.3/4' M-Sr W 32 WING NUT OR 1/4 ft3/4- Nli,i tHU.85CAEW INTO TAPPED BOTTOM U/1"L=TION OF FASTENERS MAY BE AT EITHER OF TWO (3) FOR CASES WHEN END PANELS ARE j��. T AT EXTERIOR PLAT FLANGES OF END PANEL I'll BUT END PANELS ARC NOT STOP TAR (4):.IN CASE THAT ENO PAWLS ARE NOT CONNECTED TO BOTTOM TRACR Oe. A STOP BAR r E PROVIDED AT TOP Or IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR INSTALLATIONS WREN END PAINELS AND SOME ftYFRQQR PANELS ARE DIRECTLY � ZATES, ONE g.=�,IIARPM IOUNTO TO X rT.- '.-A5 . ., 0 WALL '3�YA9QVL IN SUCH CASE , CONNECTION OF PANELS MAY HE ILI.= Sw1u Z� USING SPECS INDICATED ON NOTE k ( TO BOTTOM TRACK MAY OCCUR AT X PANEL LOCATION, W1 TWO PANEMATES FOLLOWING No ViOWN ON ELEVATION AND W1 3 1/2* 5) SEE SECTION V, 3' & 4' ON SHEET 21- SEE ANCHOR SCHEDULE ON SHEET 25, M"i Min. EDGE DISTANCE, FOR THIS — USED, .t, _W= Q. wni � INSTALLED "I'""', 11011,NCTU.' , T, ENO PANELS Q E LEFT S, RIGHT SIDE Of E:R*R PANEL) HAVE 'el;M �:, 140's SUC ,g �S; - , ,21 THEIR OVIERLAPS RETAINEO BY 0. ' `� � A�- , "' -"?'-S� FLORIDA BUILDING CODE (High Velaoity Hut 'cone Zone) " ,, \P,E?4 � - z , . �t .2020 "Mm, m 20 GAGE GALVANIZED STEEL STORM PANEL DRA" No. 4 167 % = I.P., = , - (7I =I. � I — S 1� F �_ .'_� // - - ' \ GLOBAL � www" t I,, SIXT 0 --Q� � II. BAL PROTECTION PRODUCTS, LLC. Dan,. - 4�_ 0 C 1� - �_ ww4 � 3"'. I.- , fto ,,tp, .-I 11LIEC Nww &.� %I ORM 1�110 �N ' �, A, ��fo GO AN lw�l __11 -I--. I He I 47"A'.1 :,�XA ,� e - - � A.: Nei — � 9. NIORE, 01`51A"-76-5, FAX, (%,H)wM7 20-176 � -1 -1 PON-- '11111AZ CP000011 I - I - . I teeatea i- DMAAQ H,P ll,, s"MT.RL'DATE: 31�141M`Ilyi _� �.., P-1 na 'N M - 11 _� - — -1 U - In I I I I POURED CONCRETE OR CONCRETE BLOCS RrOUIF__ I r ED.. IN51ALLATION DETAILS FOR OPTION J2 FQ8 UEE SAE M SJORM PANEL SYSTEM INTQ EXIS TIN G POURED CONCRETE OR C9NQ8EjE BLQCK SIRUCTURES I ,ZA*. 1AMON ANCHORS - 1A* TAPCON ANCHORS , 9 O.C. i 9* D.C. I I I l " ' L POURED CONCRETE 11 - - ." OR CONCRETE BLOCK �,p REQUIRED 1 :�� I I . 1/4' r-C 1 11/4' , " - &N,4 -----= "., f�l jl� __ ___ - _�Mcw, , ; I -.i , � � I f. . I - , �tO am 1.) � . : ; I . . I .NT � i <1 S � r - i RE 61 ; [ I -1 9 I I ! ; I I 19 i� - .- 1� i � i " __ - -11 J gy "� - ,� �, I �1: I i ! i ; I i I I L I i . . I � I I ; . , 7t77 "..� � : L- " ,11 - � E.D.- �, � , � I I , , I � I �1' i � I , , : I LJ�Lk !, � J14-10-0 PMELJAA:re PWS Wy I � - I 7/8-0 t S/n' W*O NUT WASHER : 0 6 I,, ' Ore, I POURED CD#eftFTE DR CONCRETE swcg REQUIRED A&U_MOUNTING _1HStALL&1M SECTION SA 0 REGULAR EMU SCALE 3/8-- I - - SEA SHEET 10 & 20 FOR ANCHORS -E A Nam rim ij.,. I ,/-1. - FOR ANUA! SIACINC �%Pa INTO *QQQ wocw FRMW JIULDWO Ma. M.H" — an4 1 1 3 MNW`w ANCHOR SPACINGS AND = '--- , I 3 I EDGE DIVARM ARE -PoCINTIM, IN = SCMUU: MR LD LESS THAN "KATED ON V-0,Ia", i:==.��) : � 11/1 MODULE *EDUCS ANCHOR ww1w BY .M1v`LflNG SPACM R11OWN ON SCHOXXI =I*- EA "a MONM A1" By THE POLLONVIG FAMM ' MR TOS ONVOYM TO K PMSO.P REDUCED _, t/2- - M , - - � - __ - __ - - - __ - 9PAC-4 ORTAM USM Two-Im StMA1 Not _2_1(r , K LESS TWN' URLMUM SPACING INDOTIED, --- , - - , . - _ . FOR CAP "OR IYK 04 YMS SCHDoi I � , _ - , Y' __ - -, _`� -, 1 ,/2- - �1: Lu___�_] X/24 IM 'Am' 2 MOO V/24 * 4'/2 0, W/ OR W & 0 (SEE "M 2 BELOW, .,. U... 2'/24 w 1 724 J* 1 2 -0a Ran � 040,101 0 EACH $% FOR CONCRETE ANCHORS, SEE NOTE - - I. A T� AT fq SCHEDULE v M-1 Sir - Min. - WNCRM %=a OF S=m For, WOOD SCRM_ 3 ____ — r.,;.- - — 0- SRW 26 4U`P1 : : (SEE .��== �2.5, , � , - '. *,,, . U.: a 2 - 1.1, SW ;L�� , I - � - - 1 E1_4 END M L`?- - , i ; i , , , 0'_,___ 1112' 1 I i I , I M I i M T � - 1 I 1 F � I M_ 1� I q: ! I F" ! !1 , -i I L�! �j ! I N --- __ __. 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I : I � _3 � SEE NOTE 4 BELOW --.,- - 3, "4 ,A, 1z - 2. , Q2)`_ - ----12'— - - , , 'E, WIN,,,' M.. � CONCRETE ANOINT; SEE MOV, —��E N =25; TDR WD0D WSJ*,—, �- MAY BE LOCATED , PAN I I ., ; SEE se O* smal 26 MR, ,AT 1�v OR I vr 1 1/2' '�3 ] <D 09 (D w/ OR W/O& (D De PANELS Is •to BE INSTALLED AT EACH * LAST r, 10 BE PIWALUM AT EACH =ZUTALVOYS BE f4�W/ TYPICAL ELEMION FOR C' SHAP REAR IMM TO FACILIPAIr MIES 2 - I -1EN_ "T's BE =T.% TYPICAL ELU-A.TION EQR SE IQ IQQQ IF off 10 M #GJAu I I I InAl KNNEPLE To PNcuFAFE IF MENDED TO BE WSTAU" FROM I.Sm 101r,"STRUCTURE E=Z HANG STORM PANEL (D SY51L INSIDE Or STRUCTURE- ! �' 9 - j qo".,%,w - 1, "' U,u, CAP - - - /4' - IMP r-1/4' Mia, CAP I/.. Na� w _4__ - I �, . - !& I 0">-/ \,/ \--- 1 02 �-R 0 w/ M W/o &O I 0, 3EQIw&A__A =I10 0- ��A A . =. .. !L/w - ii, hog - SC41 "* - I' 0) : '_ - 2 KIM STORM PANEL SYSTEM CONSIS71NO Of PANEL. s TRIVOKS A' TOP & PANELMATE PLUS OR IS' LONG 0). aCfAMS1_X.5UM1_2M E - 2 tMUNG STORM PANEL SYSTEM CONSISTING OF PANEL , (P BOTTOM W/ PANELUATES, C�I, TRACTS 'Mo & BOTTOM. Q). END PANELS SHALL ALWAYS BE CONNECTED 10 - G'_ -_L BY MEANS OF P,AI1rTE1 OR IF USED S' END PANELS SJK41 BE PROVIDED AT TOP OF SUCH PANELS. SEAL(. Be CONNECTED TO, 3rly/ 1'/1'*.-2=/4 .S.AU 7/ ` (2) 44 (ED PANELS SMALL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP RAN WING NUT OR I r TRACK AT I'.. (3), IF END PANELS ARE CONNECTED 1 4184- 2W MI, THUMBSCREW INTO T ED Ti P11:61 AS I/ ?� ,qDTTOM TRACK, CON!tFC!ION SHALL CONSIST OF DESCRIBED ON 0) BELOW), 4'.-20.3/4' M-Sr W 32 WING NUT OR 1/4 ft3/4- Nli,i tHU.85CAEW INTO TAPPED BOTTOM U/1"L=TION OF FASTENERS MAY BE AT EITHER OF TWO (3) FOR CASES WHEN END PANELS ARE j��. T AT EXTERIOR PLAT FLANGES OF END PANEL I'll BUT END PANELS ARC NOT STOP TAR (4):.IN CASE THAT ENO PAWLS ARE NOT CONNECTED TO BOTTOM TRACR Oe. A STOP BAR r E PROVIDED AT TOP Or IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR INSTALLATIONS WREN END PAINELS AND SOME ftYFRQQR PANELS ARE DIRECTLY � ZATES, ONE g.=�,IIARPM IOUNTO TO X rT.- '.-A5 . ., 0 WALL '3�YA9QVL IN SUCH CASE , CONNECTION OF PANELS MAY HE ILI.= Sw1u Z� USING SPECS INDICATED ON NOTE k ( TO BOTTOM TRACK MAY OCCUR AT X PANEL LOCATION, W1 TWO PANEMATES FOLLOWING No ViOWN ON ELEVATION AND W1 3 1/2* 5) SEE SECTION V, 3' & 4' ON SHEET 21- SEE ANCHOR SCHEDULE ON SHEET 25, M"i Min. EDGE DISTANCE, FOR THIS — USED, .t, _W= Q. wni � INSTALLED "I'""', 11011,NCTU.' , T, ENO PANELS Q E LEFT S, RIGHT SIDE Of E:R*R PANEL) HAVE 'el;M �:, 140's SUC ,g �S; - , ,21 THEIR OVIERLAPS RETAINEO BY 0. ' `� � A�- , "' -"?'-S� FLORIDA BUILDING CODE (High Velaoity Hut 'cone Zone) " ,, \P,E?4 � - z , . �t .2020 "Mm, m 20 GAGE GALVANIZED STEEL STORM PANEL DRA" No. 4 167 % = I.P., = , - (7I =I. � I — S 1� F �_ .'_� // - - ' \ GLOBAL � www" t I,, SIXT 0 --Q� � II. BAL PROTECTION PRODUCTS, LLC. Dan,. - 4�_ 0 C 1� - �_ ww4 � 3"'. I.- , fto ,,tp, .-I 11LIEC Nww &.� %I ORM 1�110 �N ' �, A, ��fo GO AN lw�l __11 -I--. I He I 47"A'.1 :,�XA ,� e - - � A.: Nei — � 9. NIORE, 01`51A"-76-5, FAX, (%,H)wM7 20-176 � -1 -1 PON-- '11111AZ CP000011 I - I - . I teeatea i- DMAAQ H,P ll,, s"MT.RL'DATE: 31�141M`Ilyi _� �.., P-1 na 'N M - 11 _� - — -1 U - In I I I I POURED CONCRETE OR CONCRETE BLOCS RrOUIF__ I r ED.. IN51ALLATION DETAILS FOR OPTION J2 FQ8 UEE SAE M SJORM PANEL SYSTEM INTQ EXIS TIN G POURED CONCRETE OR C9NQ8EjE BLQCK SIRUCTURES I ,ZA*. 1AMON ANCHORS - 1A* TAPCON ANCHORS , 9 O.C. i 9* D.C. I I I l " ' L POURED CONCRETE 11 - - ." OR CONCRETE BLOCK �,p REQUIRED 1 :�� I I . 1/4' r-C 1 11/4' , " - &N,4 -----= "., f�l jl� __ ___ - _�Mcw, , ; I -.i , � � I f. . I - , �tO am 1.) � . : ; I . . I .NT � i <1 S � r - i RE 61 ; [ I -1 9 I I ! ; I I 19 i� - .- 1� i � i " __ - -11 J gy "� - ,� �, I �1: I i ! i ; I i I I L I i . . I � I I ; . , 7t77 "..� � : L- " ,11 - � E.D.- �, � , � I I , , I � I �1' i � I , , : I LJ�Lk !, � J14-10-0 PMELJAA:re PWS Wy I � - I 7/8-0 t S/n' W*O NUT WASHER : 0 6 I,, ' Ore, I POURED CD#eftFTE DR CONCRETE swcg REQUIRED A&U_MOUNTING _1HStALL&1M SECTION SA 0 REGULAR EMU SCALE 3/8-- I - - SEA SHEET 10 & 20 FOR ANCHORS -E A Nam rim ij.,. I ,/-1. - FOR ANUA! SIACINC �%Pa INTO *QQQ wocw FRMW JIULDWO Ma. M.H" — an4 1 1 3 MNW`w ANCHOR SPACINGS AND = '--- , I 3 I EDGE DIVARM ARE -PoCINTIM, IN = SCMUU: MR LD LESS THAN "KATED ON V-0,Ia", i:==.��) : � 11/1 MODULE *EDUCS ANCHOR ww1w BY .M1v`LflNG SPACM R11OWN ON SCHOXXI =I*- EA "a MONM A1" By THE POLLONVIG FAMM ' MR TOS ONVOYM TO K PMSO.P REDUCED _, t/2- - M , - - � - __ - __ - - - __ - 9PAC-4 ORTAM USM Two-Im StMA1 Not _2_1(r , K LESS TWN' URLMUM SPACING INDOTIED, --- , - - , . - _ . FOR CAP "OR IYK 04 YMS SCHDoi I � , _ - , Y' __ - -, _`� -, 1 ,/2- - �1: Lu___�_] POURED CONCRETE OR CONCRETE BLOCS RrOUIF__ I r ED.. IN51ALLATION DETAILS FOR OPTION J2 FQ8 UEE SAE M SJORM PANEL SYSTEM INTQ EXIS TIN G POURED CONCRETE OR C9NQ8EjE BLQCK SIRUCTURES I ,ZA*. 1AMON ANCHORS - 1A* TAPCON ANCHORS , 9 O.C. i 9* D.C. I I I l " ' L POURED CONCRETE 11 - - ." OR CONCRETE BLOCK �,p REQUIRED 1 :�� I I . 1/4' r-C 1 11/4' , " - &N,4 -----= "., f�l jl� __ ___ - _�Mcw, , ; I -.i , � � I f. . I - , �tO am 1.) � . : ; I . . I .NT � i <1 S � r - i RE 61 ; [ I -1 9 I I ! ; I I 19 i� - .- 1� i � i " __ - -11 J gy "� - ,� �, I �1: I i ! i ; I i I I L I i . . I � I I ; . , 7t77 "..� � : L- " ,11 - � E.D.- �, � , � I I , , I � I �1' i � I , , : I LJ�Lk !, � J14-10-0 PMELJAA:re PWS Wy I � - I 7/8-0 t S/n' W*O NUT WASHER : 0 6 I,, ' Ore, I POURED CD#eftFTE DR CONCRETE swcg REQUIRED A&U_MOUNTING _1HStALL&1M SECTION SA 0 REGULAR EMU SCALE 3/8-- I - - SEA SHEET 10 & 20 FOR ANCHORS -E A Nam rim ij.,. I ,/-1. - FOR ANUA! SIACINC �%Pa INTO *QQQ wocw FRMW JIULDWO Ma. M.H" — an4 1 1 3 MNW`w ANCHOR SPACINGS AND = '--- , I 3 I EDGE DIVARM ARE -PoCINTIM, IN = SCMUU: MR LD LESS THAN "KATED ON V-0,Ia", i:==.��) : � 11/1 MODULE *EDUCS ANCHOR ww1w BY .M1v`LflNG SPACM R11OWN ON SCHOXXI =I*- EA "a MONM A1" By THE POLLONVIG FAMM ' MR TOS ONVOYM TO K PMSO.P REDUCED _, t/2- - M , - - � - __ - __ - - - __ - 9PAC-4 ORTAM USM Two-Im StMA1 Not _2_1(r , K LESS TWN' URLMUM SPACING INDOTIED, --- , - - , . - _ . FOR CAP "OR IYK 04 YMS SCHDoi I � , _ - , Y' __ - -, _`� -, 1 ,/2- - �1: Lu___�_] i RE 61 ; [ I -1 9 I I ! ; I I 19 i� - .- 1� i � i " __ - -11 J gy "� - ,� �, I �1: I i ! i ; I i I I L I i . . I � I I ; . , 7t77 "..� � : L- " ,11 - � E.D.- �, � , � I I , , I � I �1' i � I , , : I LJ�Lk !, � J14-10-0 PMELJAA:re PWS Wy I � - I 7/8-0 t S/n' W*O NUT WASHER : 0 6 I,, ' Ore, I POURED CD#eftFTE DR CONCRETE swcg REQUIRED A&U_MOUNTING _1HStALL&1M SECTION SA 0 REGULAR EMU SCALE 3/8-- I - - SEA SHEET 10 & 20 FOR ANCHORS -E A Nam rim ij.,. I ,/-1. - FOR ANUA! SIACINC �%Pa INTO *QQQ wocw FRMW JIULDWO Ma. M.H" — an4 1 1 3 MNW`w ANCHOR SPACINGS AND = '--- , I 3 I EDGE DIVARM ARE -PoCINTIM, IN = SCMUU: MR LD LESS THAN "KATED ON V-0,Ia", i:==.��) : � 11/1 MODULE *EDUCS ANCHOR ww1w BY .M1v`LflNG SPACM R11OWN ON SCHOXXI =I*- EA "a MONM A1" By THE POLLONVIG FAMM ' MR TOS ONVOYM TO K PMSO.P REDUCED _, t/2- - M , - - � - __ - __ - - - __ - 9PAC-4 ORTAM USM Two-Im StMA1 Not _2_1(r , K LESS TWN' URLMUM SPACING INDOTIED, --- , - - , . - _ . FOR CAP "OR IYK 04 YMS SCHDoi I � , _ - , Y' __ - -, _`� -, 1 ,/2- - �1: Lu___�_] - SEA SHEET 10 & 20 FOR ANCHORS -E A Nam rim ij.,. I ,/-1. - FOR ANUA! SIACINC �%Pa INTO *QQQ wocw FRMW JIULDWO Ma. M.H" — an4 1 1 3 MNW`w ANCHOR SPACINGS AND = '--- , I 3 I EDGE DIVARM ARE -PoCINTIM, IN = SCMUU: MR LD LESS THAN "KATED ON V-0,Ia", i:==.��) : � 11/1 MODULE *EDUCS ANCHOR ww1w BY .M1v`LflNG SPACM R11OWN ON SCHOXXI =I*- EA "a MONM A1" By THE POLLONVIG FAMM ' MR TOS ONVOYM TO K PMSO.P REDUCED _, t/2- - M , - - � - __ - __ - - - __ - 9PAC-4 ORTAM USM Two-Im StMA1 Not _2_1(r , K LESS TWN' URLMUM SPACING INDOTIED, --- , - - , . - _ . FOR CAP "OR IYK 04 YMS SCHDoi I � , _ - , Y' __ - -, _`� -, 1 ,/2- - �1: Lu___�_] a . N = .- _r t - r� C= = �zr- 'a = , ._� !2 cc �J >< = - . .C= " -= e,M ,a:c 2 C= -T zw- C3j _= w I E — = a) = _= = cr_ C-) -= -:x j= , _= -I ..Lj ..f_;.,W3/j2;VU�NUT W A'SHER (D) - -POURED CONCRETE OR CONCRETE MGM REQUIRED WALL MOUNTING INSTALLATION SECTION 58 9 LIFE S&EE11 PANEL SCALE 3/8'.1' - --,-. �-, I .;Ii&Se* * :- ND. 44167 * : I v P,E %A/Sot,w"Tr CAD �. FLORIDA BUILDING CODE (High Velocity Hurricane Zon V02. ILTM, M 20 GAGE GALVANIZED STEEL STORM PANEL F.P. �I,,Awal et, GLOBAL PROTECTION PRODUCTS, LLC. `Y/"m/,Ez"`a L ECO ,Pic. SA, I HO A�CIURNO AM , h! M. _21. 7�r, . P,*,,-- tvib4�-ibxZ ,,, en, 20-179 GENERAL NDJE& VAL112 E-Z UM =M PANEL SYSTEM I C-2 HANG STORM PANE1 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.EQ,) HAS BEEN )MA MW FOR COMPUAKE IN 8.1) U14 INTO CONCRETE UIMUM UPAIDEGAPENT OF TAPCON ANCHORS AND PANEILMAIE rCM,J-r 0 & 0ANSWAFE PLUS f ACCORDANCE WITH T14C 2020 (Ith EDITION) OF THE FLORIDA RmwRIG CODE BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SHALL BE DETERMINED AS INER SECTION 1820 OF THE AB0119 M NCO COOS, 8.2) MINNUM EMBEDMENT OF 314-0 X 7/4' CALK -IN ANCHORS SHALL BE IS -1/8- INTO CONCRETE, tPES WJT�O FOR A WIND SINE , � LE RO SPEED AS REQUIRED By THE JURISDICTION WHERE THESE SHUTTERS _ INSW a NO EMS" W10 ANY FINISH MATERIAL SHALL BE PERMITTED. FOR A DIRECTIONAL" FACTOR Xd-OM. USING ACE 7-16 AND SHALL NOT EXCUP THE MAXIMUM (Alro 1/4' 0-20ESS SIDEWALK 801-TS USED SHALL ILE LONG ENDUCH(sHOULD ANY FINISH MATERIAL EXIST ) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 k 25. MAGE 3/4- INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER AW` , 7-10 SHALL BE FIRST REDUCED TO ASJ). DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 8,3) IN WE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS IRE FOUND ON THE EXISTING WALL. TO COMPARE THESE W1 MAX. (A-S,O) DESIGN PRESSURE RAMOS INDICATED ON SHEETS 26 & 2C ANCHORS SH� BE LOW ENOUGH TO REACH THE MAIN STRUCTURE KHMID SUCH PANELS. MCHORACE IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER. STRESSED, A S= INCREASE SHALL BE AS MENTIONED IN 8.1) AND IN 8.2). IN ALLOWABLE STRESS FOR WIND LOGOS WAS NOT USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N�V�S. 2015- (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDAFIONS AND SPECIFiCATIONS OFT HE CH 'S STORM BANE L'S ADEQUACY FOR IMPACT AMD FATIGUE RESISTANCE 14AS BEEN VERIFIED IN ACCORDANCE ACTH SECTkON 1626 OF MANUFACTURER. THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. NC. REPORT 1 20,12, AS PROTOCOLS TAS-20t, 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 1.14E STRUCTURE WHERE SHUTTER TAS-202 AND 1AS-2113 I$ TO BE ATTACRED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY RE ATTACHED To CONCRETE, BLOCK 2. MIS SYSTEM HAS BEEN DESIGNED 1-0 Ir. INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOW FRAME EPUPUNNICS, INSIDE W/O THE USE OF A L40DER OR LIFT, -His APPILICATM 15 VALID WHEN INSTALLATION 15 WrENDOM TO BE PEPPORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK All SHUTTER COMPONENT EDGES WHICH RFkwN IN CONTINUou- FROM THE INSIDE OF STRUCTURE. CONTACT Wing THE SWUM 10 PREVENT WINO/RAIN INTRUSION CAULK AND SM SHUTTER TRACKS ALI AROUND FULL 3. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS W04 INSTALLATION is REQUIRED YL BE LENGIN PERFORMED FROM THE INSIDE OF STRUCTURE t3 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN MS DRAWING PLUS ANY' BUILDING AND ZONING 4. SMIS 2000 INSTALLATION IS AMIGABU 10 SINGLE AND DOUBLE HUNG AND HORi2ONlAk SLOILRS� STYLE *N13095 WHEN REGULATIONS PROVIDED 13Y THE JURISOVION WHERE PERMIT IS APPLIED TO. INSTALLATION S REQUIRED TO Sir PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS MO DOORS, INC. E - 2 HANG STORM PANEL Sy�- I$ IPIGIENT, PENDING, 5. All ALUM INUM EEXTRUS*NS TO BE 6063-T6 AUJDY AND TEMPER. (UNI ESS OTHERWISE NOTED) 15. (d) THIS PRODUCT tVALUATION DOCUMENT (P,E,D.) PREPARED firf THIS ENGINEER 6 UENMr AND DOES NOT PROVIDE 8, 41. ALUMINUM SHEET M�-TAL USED At CLOSURES S40," HAVE 3105-1-.14 ALLOY, INfORMAIM FOR A SHE SPECIFIC PROJECT; i.e. WHERE THE S"T CONDITIONS OtvATE: FROM THE P.E-D iUCTURAL QUALITY STEEL, ASTM A-453 URW.� 50 MjA,, CALONUED STEER. TNS PRODUCT SkSED ON THIS PF,D. PROVIDED HE DOES NOT 0 - ET 7. ALL STEEL SHEET METAL. PANELS SHALL HAVE SIR (a) CONTRACTOR 70 BE RESPONSVILE FOR THE SELECTION, PURCHASE AND IWMIAMN INCLUDING LIFE SAFETY OF E_MTE MOM IHE CONW)ONS 0 AILED ON DESIGNATION *lFy- 58,5 kni (AFTER ROLLED). THIS DOCUMENT CORMUCEION SAFETY AT SITE is THE CONTRACTOR'S PFSPQNSIfRUTY, 8 ALL SCREWS TO BE STAINLESS STEEL VA OR 316 ANSI SERIES DR CORROSION RESISTANT OCATEED CARBON STEEL. AS PER DIN (Cj THIS PRODUCT EVALUOON DOCUMENT WILL BE CONSIDERED INVALID W MOCIM, 50018 W/ 50 Rai YIELD STRENGTH AND 00 oA 1EN&LE STRENGTH & SHALL COMPLY W/ PLOR41NA, BU;LN4C CODE SECnW4 2411.33A (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED CNGINIEER 09 ARCHITECT WHICH WILL 9. BOLTS TO M ASTM A-307 04VANIZO STEn, 04 AI!) 304 SERIES STAINLESS STEEL. WMH ,% liYi MINIMUM Vial) M. FROTH. SECOMC Tim e4GWEER OF RECORD (E.O.R,) FOR ENE PROjECT AND WHO WJU BE RESPONSIBLE FOR rHE: PROPER USE CiF THIE P1,IL ENGINEER OF RECORD, ACING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL 10. ANCHORS 70 WALL SHALL BE AS FOLLOWS: SUMMIT To THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RVAM ', (A) IQ_E=NL_W=!_.Q=ETE, (t) THIS PESL SKk� BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY ITW_ aV;LDEX. INC (MIN. f'c.3192 p.s.i.) RECORD THAT PREPARED n - 1/4- 0 X 7/0- CALK -IN AtICHOR-S AS MANUPACTURED BY DE*ALT INC. (MIN Vi-3000 p-i) 18. STORM PANEL MANUIVAOURM'S LAML SItAJLL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PMrL IN - Old --ID PANELMATE FEMALE ID & PANELAPATE PLUS ANCHORS. As ;WwvrA:TURr.D BY rLco CONg-TRIX-MR, PRODUCTS. ACCORDANCE WITH SECTION 1700.9�3 OF FLORIDA BUILDING CODE ONE LABEL (C-315G P...I) r_L sHALL BE PLACED FOR EVERY OPENING, � LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS 000 POURED CONCRETE SHALL BE 1 2:/4- Ato 2- FITA PANELIMATE . FEMALE 10 - PANELMATE PLUS. I -) MINIMUM EMBEDMENT OF. 1/4-0 X 7/8- CALK-W ANCHORS SHALL BE IS I/fi" INTO CONCRETE . NO EMBEDMENT INTO , ANY FINISH MATERIAL SHALL BE PERMITTED. 1/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL. EXIST) TO ENGAGE 3/4' INTO ANCHORS. 'pi"U014", - / .Ls�, � T/z �%' A.2) IN CASEa *S�.,!�% THAT PRECAST VONR� PRECAST C014CAM PANELS, N PAYER$ BE FOUND 09 SRC EXIVNf WALL OR , ;,S/;Iqli�, FLOOR. ANCHORS SHALL W LONG ENOUGH TO ACACIA THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL, V . ", S BE AS MENTINEID IN &O AND IN A-2), / . . , - ' -• - I S . - (s) TQ_,Q;10_�&.GOKRM_5w!A_11 1 RF. NO. 44167 * S = t :-! . * - �g - 1/4" 0 TAKON ANC44DRS AS MANUFAITURSO By SIW BUILMX INS I � - t .- __ . FLORIDA BUILDING CODE (High Velocity Hu can. Zone) - - 0 X - CAX � P. ,_ f AOMO TvE:o - —_ - i�14 7/8 -IN ANCHORS, AS MANUFACTURED BY DEWALT INC (Cm -Two oai,�:Dom, ... . Mc. rp I- 1-10 PANELMATE MALE 0 MO PANELMATE PLUS ANCHORS. AS MANUFACTURED SY ELCC CONSTRUCTION � , -e,t,,�, , 20 GAGE GALVANIZED STEEL STORM PANEL DAM", W, PRODUCTS (I'm-2071 p-1) 41 — - . , NAL , � , - GLOBAL PROTECTION PRODUCTS, LLC. ""'/- , , , , - __ , , 11LIECO, . U`00 se, 5 arrxn tarL . 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FCR o � a' , AT oviO071fillo"o I TRAC.'s - eM, oto OQO oftl: A. - - - t w - - t � (D , ,,,,xl A0k .:. , I . ) � , e4l;tl ct:, . '4 , ... , 1. EN, . I i . 5,41" w. - k , — ey" - I -IF -.1 \C N,7j%�v, -a / 1dk _� .. V --- 1 L I � , : ND� 44167 , .. I _, = *� . z _ I - 0 �= =BE I . . - I = . FLORIDA BUILDING CODE. (Hi gh Velocity Hurricane Zone ) ,I WISHED . ANY wk, To SLIT Art - �"'E -_ A\ NUTAATiON, — - V:�'-. STATE OF . - om �Tem - 20 GAGE GALVANIZED STEEL STORM PANEL ir� � III DRAft Itt DETAIL I L_ __J r.----.-.-.-.,.--,7 _ . SCALE; 11r . I' M _D_ GLOBAL PROTECTION PRODUCTS, LLC. L_:_j �`314� ,L :1j::E:C:0.L_.:- S_ , — - ' I : ANY — — PK%liC.' ILWN=!`7�S41 r"&3"(1114"-imil 20- P 76 � - a "" -"-, a ,;.,:, r (=,. " at iA-qw7I R _n�l WALM xz 14, PIE mri . w n 11 EII2SiA 97 ��_�� ! - I _4__ (2) Q) = U) -Fu (1) 4-a 0 a) 0 i 0 =3 L_ L_ 0 (j) 0_ I= 0 (L) CL 0 L_ = cd -0 CL - — _11�_j a) (1) 0)(-) .4.., (n -t:� — C 2 (: ) 0 a. = = . 2 U_ — M0 -.I..- ,,-. Co (n CIO 0 > . 11 (D " 11 . S2 Cn 0 Co 0- = M ,_II_ M c- �_ -0 . c C/) < " (1) (3) 21) C/) 4—a =3 M > 0 L CL < _11-iii-all' 0 (1) =3 C- -0 0 0- 0 (1) N U) L. ICU L. M =3 LU 2 < z a < _j a - I SHEET NO. SH 1.2 M [ - _T 7F__T f] I'l i I.. 11 I __ - __ - __ — I I __ - 1� I I , I . A II I 1____TT1IT1iI'_FT_., _1 1, . , ,.61 ll,ili,>l I[Li LTel I �_A111.tAAI I - I L I ___ _! - _T __ - - - F -1 ten. � : 1 � I I t 1 1 1 _aDavana. ! 1 - (J) . I- - , , q ! ow to � I - t I I --::-:-",----------�-��.--,-,'I 111 I I I fJ - , I _j r . 8 , I - I - I T*iAM,A, GENERAL NDJE& VAL112 E-Z UM =M PANEL SYSTEM I C-2 HANG STORM PANE1 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.EQ,) HAS BEEN )MA MW FOR COMPUAKE IN 8.1) U14 INTO CONCRETE UIMUM UPAIDEGAPENT OF TAPCON ANCHORS AND PANEILMAIE rCM,J-r 0 & 0ANSWAFE PLUS f ACCORDANCE WITH T14C 2020 (Ith EDITION) OF THE FLORIDA RmwRIG CODE BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SHALL BE DETERMINED AS INER SECTION 1820 OF THE AB0119 M NCO COOS, 8.2) MINNUM EMBEDMENT OF 314-0 X 7/4' CALK -IN ANCHORS SHALL BE IS -1/8- INTO CONCRETE, tPES WJT�O FOR A WIND SINE , � LE RO SPEED AS REQUIRED By THE JURISDICTION WHERE THESE SHUTTERS _ INSW a NO EMS" W10 ANY FINISH MATERIAL SHALL BE PERMITTED. FOR A DIRECTIONAL" FACTOR Xd-OM. USING ACE 7-16 AND SHALL NOT EXCUP THE MAXIMUM (Alro 1/4' 0-20ESS SIDEWALK 801-TS USED SHALL ILE LONG ENDUCH(sHOULD ANY FINISH MATERIAL EXIST ) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 k 25. MAGE 3/4- INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER AW` , 7-10 SHALL BE FIRST REDUCED TO ASJ). DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 8,3) IN WE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS IRE FOUND ON THE EXISTING WALL. TO COMPARE THESE W1 MAX. (A-S,O) DESIGN PRESSURE RAMOS INDICATED ON SHEETS 26 & 2C ANCHORS SH� BE LOW ENOUGH TO REACH THE MAIN STRUCTURE KHMID SUCH PANELS. MCHORACE IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER. STRESSED, A S= INCREASE SHALL BE AS MENTIONED IN 8.1) AND IN 8.2). IN ALLOWABLE STRESS FOR WIND LOGOS WAS NOT USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N�V�S. 2015- (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDAFIONS AND SPECIFiCATIONS OFT HE CH 'S STORM BANE L'S ADEQUACY FOR IMPACT AMD FATIGUE RESISTANCE 14AS BEEN VERIFIED IN ACCORDANCE ACTH SECTkON 1626 OF MANUFACTURER. THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. NC. REPORT 1 20,12, AS PROTOCOLS TAS-20t, 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 1.14E STRUCTURE WHERE SHUTTER TAS-202 AND 1AS-2113 I$ TO BE ATTACRED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY RE ATTACHED To CONCRETE, BLOCK 2. MIS SYSTEM HAS BEEN DESIGNED 1-0 Ir. INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOW FRAME EPUPUNNICS, INSIDE W/O THE USE OF A L40DER OR LIFT, -His APPILICATM 15 VALID WHEN INSTALLATION 15 WrENDOM TO BE PEPPORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK All SHUTTER COMPONENT EDGES WHICH RFkwN IN CONTINUou- FROM THE INSIDE OF STRUCTURE. CONTACT Wing THE SWUM 10 PREVENT WINO/RAIN INTRUSION CAULK AND SM SHUTTER TRACKS ALI AROUND FULL 3. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS W04 INSTALLATION is REQUIRED YL BE LENGIN PERFORMED FROM THE INSIDE OF STRUCTURE t3 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN MS DRAWING PLUS ANY' BUILDING AND ZONING 4. SMIS 2000 INSTALLATION IS AMIGABU 10 SINGLE AND DOUBLE HUNG AND HORi2ONlAk SLOILRS� STYLE *N13095 WHEN REGULATIONS PROVIDED 13Y THE JURISOVION WHERE PERMIT IS APPLIED TO. INSTALLATION S REQUIRED TO Sir PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS MO DOORS, INC. E - 2 HANG STORM PANEL Sy�- I$ IPIGIENT, PENDING, 5. All ALUM INUM EEXTRUS*NS TO BE 6063-T6 AUJDY AND TEMPER. (UNI ESS OTHERWISE NOTED) 15. (d) THIS PRODUCT tVALUATION DOCUMENT (P,E,D.) PREPARED firf THIS ENGINEER 6 UENMr AND DOES NOT PROVIDE 8, 41. ALUMINUM SHEET M�-TAL USED At CLOSURES S40," HAVE 3105-1-.14 ALLOY, INfORMAIM FOR A SHE SPECIFIC PROJECT; i.e. WHERE THE S"T CONDITIONS OtvATE: FROM THE P.E-D iUCTURAL QUALITY STEEL, ASTM A-453 URW.� 50 MjA,, CALONUED STEER. TNS PRODUCT SkSED ON THIS PF,D. PROVIDED HE DOES NOT 0 - ET 7. ALL STEEL SHEET METAL. PANELS SHALL HAVE SIR (a) CONTRACTOR 70 BE RESPONSVILE FOR THE SELECTION, PURCHASE AND IWMIAMN INCLUDING LIFE SAFETY OF E_MTE MOM IHE CONW)ONS 0 AILED ON DESIGNATION *lFy- 58,5 kni (AFTER ROLLED). THIS DOCUMENT CORMUCEION SAFETY AT SITE is THE CONTRACTOR'S PFSPQNSIfRUTY, 8 ALL SCREWS TO BE STAINLESS STEEL VA OR 316 ANSI SERIES DR CORROSION RESISTANT OCATEED CARBON STEEL. AS PER DIN (Cj THIS PRODUCT EVALUOON DOCUMENT WILL BE CONSIDERED INVALID W MOCIM, 50018 W/ 50 Rai YIELD STRENGTH AND 00 oA 1EN&LE STRENGTH & SHALL COMPLY W/ PLOR41NA, BU;LN4C CODE SECnW4 2411.33A (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED CNGINIEER 09 ARCHITECT WHICH WILL 9. BOLTS TO M ASTM A-307 04VANIZO STEn, 04 AI!) 304 SERIES STAINLESS STEEL. WMH ,% liYi MINIMUM Vial) M. FROTH. SECOMC Tim e4GWEER OF RECORD (E.O.R,) FOR ENE PROjECT AND WHO WJU BE RESPONSIBLE FOR rHE: PROPER USE CiF THIE P1,IL ENGINEER OF RECORD, ACING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL 10. ANCHORS 70 WALL SHALL BE AS FOLLOWS: SUMMIT To THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RVAM ', (A) IQ_E=NL_W=!_.Q=ETE, (t) THIS PESL SKk� BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY ITW_ aV;LDEX. INC (MIN. f'c.3192 p.s.i.) RECORD THAT PREPARED n - 1/4- 0 X 7/0- CALK -IN AtICHOR-S AS MANUPACTURED BY DE*ALT INC. (MIN Vi-3000 p-i) 18. STORM PANEL MANUIVAOURM'S LAML SItAJLL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PMrL IN - Old --ID PANELMATE FEMALE ID & PANELAPATE PLUS ANCHORS. As ;WwvrA:TURr.D BY rLco CONg-TRIX-MR, PRODUCTS. ACCORDANCE WITH SECTION 1700.9�3 OF FLORIDA BUILDING CODE ONE LABEL (C-315G P...I) r_L sHALL BE PLACED FOR EVERY OPENING, � LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS 000 POURED CONCRETE SHALL BE 1 2:/4- Ato 2- FITA PANELIMATE . FEMALE 10 - PANELMATE PLUS. I -) MINIMUM EMBEDMENT OF. 1/4-0 X 7/8- CALK-W ANCHORS SHALL BE IS I/fi" INTO CONCRETE . NO EMBEDMENT INTO , ANY FINISH MATERIAL SHALL BE PERMITTED. 1/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL. EXIST) TO ENGAGE 3/4' INTO ANCHORS. 'pi"U014", - / .Ls�, � T/z �%' A.2) IN CASEa *S�.,!�% THAT PRECAST VONR� PRECAST C014CAM PANELS, N PAYER$ BE FOUND 09 SRC EXIVNf WALL OR , ;,S/;Iqli�, FLOOR. ANCHORS SHALL W LONG ENOUGH TO ACACIA THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL, V . ", S BE AS MENTINEID IN &O AND IN A-2), / . . , - ' -• - I S . - (s) TQ_,Q;10_�&.GOKRM_5w!A_11 1 RF. NO. 44167 * S = t :-! . * - �g - 1/4" 0 TAKON ANC44DRS AS MANUFAITURSO By SIW BUILMX INS I � - t .- __ . FLORIDA BUILDING CODE (High Velocity Hu can. Zone) - - 0 X - CAX � P. ,_ f AOMO TvE:o - —_ - i�14 7/8 -IN ANCHORS, AS MANUFACTURED BY DEWALT INC (Cm -Two oai,�:Dom, ... . Mc. rp I- 1-10 PANELMATE MALE 0 MO PANELMATE PLUS ANCHORS. AS MANUFACTURED SY ELCC CONSTRUCTION � , -e,t,,�, , 20 GAGE GALVANIZED STEEL STORM PANEL DAM", W, PRODUCTS (I'm-2071 p-1) 41 — - . , NAL , � , - GLOBAL PROTECTION PRODUCTS, LLC. ""'/- , , , , - __ , , 11LIECO, . U`00 se, 5 arrxn tarL . 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MOUNTING AALLAHO, ]RECTMOUNUNG INIL IF %---- F __ - j IN, CONO'em) ,6D - 0 W%x FLOOR TO CEIU- VNJJNG INST, pulo-Owl MIUNTI�G I[N�1. SCALEE I. SECTION 31 SEC A' I — 80 - %AUE 3/6-1- SCALE m'. I � " I 1 6 I " .1ooroAr . FCR o � a' , AT oviO071fillo"o I TRAC.'s - eM, oto OQO oftl: A. - - - t w - - t � (D , ,,,,xl A0k .:. , I . ) � , e4l;tl ct:, . '4 , ... , 1. EN, . I i . 5,41" w. - k , — ey" - I -IF -.1 \C N,7j%�v, -a / 1dk _� .. V --- 1 L I � , : ND� 44167 , .. I _, = *� . z _ I - 0 �= =BE I . . - I = . FLORIDA BUILDING CODE. (Hi gh Velocity Hurricane Zone ) ,I WISHED . ANY wk, To SLIT Art - �"'E -_ A\ NUTAATiON, — - V:�'-. STATE OF . - om �Tem - 20 GAGE GALVANIZED STEEL STORM PANEL ir� � III DRAft Itt DETAIL I L_ __J r.----.-.-.-.,.--,7 _ . SCALE; 11r . I' M _D_ GLOBAL PROTECTION PRODUCTS, LLC. L_:_j �`314� ,L :1j::E:C:0.L_.:- S_ , — - ' I : ANY — — PK%liC.' ILWN=!`7�S41 r"&3"(1114"-imil 20- P 76 � - a "" -"-, a ,;.,:, r (=,. " at iA-qw7I R _n�l WALM xz 14, PIE mri . w n 11 EII2SiA 97 ��_�� ! - I _4__ (2) Q) = U) -Fu (1) 4-a 0 a) 0 i 0 =3 L_ L_ 0 (j) 0_ I= 0 (L) CL 0 L_ = cd -0 CL - — _11�_j a) (1) 0)(-) .4.., (n -t:� — C 2 (: ) 0 a. = = . 2 U_ — M0 -.I..- ,,-. Co (n CIO 0 > . 11 (D " 11 . S2 Cn 0 Co 0- = M ,_II_ M c- �_ -0 . c C/) < " (1) (3) 21) C/) 4—a =3 M > 0 L CL < _11-iii-all' 0 (1) =3 C- -0 0 0- 0 (1) N U) L. ICU L. M =3 LU 2 < z a < _j a - I SHEET NO. SH 1.2 M [ - _T 7F__T f] I'l i I.. 11 I __ - __ - __ — I I __ - 1� I I , I . A II I 1____TT1IT1iI'_FT_., _1 1, . , ,.61 ll,ili,>l I[Li LTel I �_A111.tAAI I - I L I ___ _! - _T __ - - - F -1 ten. � : 1 � I I t 1 1 1 _aDavana. ! 1 - (J) . I- - , , q ! ow to � I - t I I --::-:-",----------�-��.--,-,'I 111 I I I fJ - , I _j r . 8 , I - I - I T*iAM,A, _4__ (2) Q) = U) -Fu (1) 4-a 0 a) 0 i 0 =3 L_ L_ 0 (j) 0_ I= 0 (L) CL 0 L_ = cd -0 CL - — _11�_j a) (1) 0)(-) .4.., (n -t:� — C 2 (: ) 0 a. = = . 2 U_ — M0 -.I..- ,,-. Co (n CIO 0 > . 11 (D " 11 . S2 Cn 0 Co 0- = M ,_II_ M c- �_ -0 . c C/) < " (1) (3) 21) C/) 4—a =3 M > 0 L CL < _11-iii-all' 0 (1) =3 C- -0 0 0- 0 (1) N U) L. ICU L. M =3 LU 2 < z a < _j a - I SHEET NO. SH 1.2 M [ - _T 7F__T f] I'l i I.. 11 I __ - __ - __ — I I __ - 1� I I , I . A II I 1____TT1IT1iI'_FT_., _1 1, . , ,.61 ll,ili,>l I[Li LTel I �_A111.tAAI I - I L I ___ _! - _T __ - - - F -1 ten. � : 1 � I I t 1 1 1 _aDavana. ! 1 - (J) . I- - , , q ! ow to � I - t I I --::-:-",----------�-��.--,-,'I 111 I I I fJ - , I _j r . 8 , I - I - I T*iAM,A, " (1) (3) 21) C/) 4—a =3 M > 0 L CL < _11-iii-all' 0 (1) =3 C- -0 0 0- 0 (1) N U) L. ICU L. M =3 LU 2 < z a < _j a - I SHEET NO. SH 1.2 M [ - _T 7F__T f] I'l i I.. 11 I __ - __ - __ — I I __ - 1� I I , I . A II I 1____TT1IT1iI'_FT_., _1 1, . , ,.61 ll,ili,>l I[Li LTel I �_A111.tAAI I - I L I ___ _! - _T __ - - - F -1 ten. � : 1 � I I t 1 1 1 _aDavana. ! 1 - (J) . I- - , , q ! ow to � I - t I I --::-:-",----------�-��.--,-,'I 111 I I I fJ - , I _j r . 8 , I - I - I T*iAM,A, M [ - _T 7F__T f] I'l i I.. 11 I __ - __ - __ — I I __ - 1� I I , I . A II I 1____TT1IT1iI'_FT_., _1 1, . , ,.61 ll,ili,>l I[Li LTel I �_A111.tAAI I - I L I ___ _! - _T __ - - - F -1 ten. � : 1 � I I t 1 1 1 _aDavana. ! 1 - (J) . I- - , , q ! ow to � I - t I I --::-:-",----------�-��.--,-,'I 111 I I I fJ - , I _j r . 8 , I - I - I T*iAM,A, MAXIMUM A.S.D. DESIGN PRESSUBE MDNQ (II.M.1 AND CORRESPONDING MAXIMUM PANEL LENGTH *LP SCHEDU EQR SERIES 1000/200 E-Z HANG RM PMEL a) SMEjd LY&JD-DB�-Y-LOR-EAR4-*��lkial-li�. ,�pl&yrxmQNI-I*-,"RiRl�-C-5t=�2.q il wXIMUM ".O. 11.1ZIPSAUVE W.. P I .RMv. SEPARATION '31 PANEL APP TO P,,) (. rmz ) TO GLASS I 4 I CONDRION FM .&&D. -75 3 - — 70' OR LESS ---------- � "'s. � I __ SOLID - �. '' 2. .s. ,,W I 7'W C, 3'w— .60G. -75.� 70* DR. LESS 1 I I 1. 2 7,1' 1 BOLTED . � A, & .-w - WO W/ F Ul - S.S PL& & WINGNUT AT TVERCAP & 4DIC OF PANEL LENOTTIT LINED Wd4 OF PAMET.- V!V.'41!lii!W-"-)Epj*llli.n;i;l-*-�.�itillial�Jl.'iot'Z I f�"wl"ttjgdiol,;:I*.!;I#]Zl*lramif..,f,4i,,[il,IW,Il[931Ell: - "� �j fjteee, Jill litI J;l(9=Sj#J�jC.,;j 3J#3Wt W#j#j,[4J;j 31ISW�Ijli n�_111 �11 t �� N!W-ARt xxm�'W.�ATAAIWIMIW�tmmata.-igmw-ll�44�� MAXIMUM FA*MUV ANCHORS SPACM FOR E. 0. . I 1/2' " . - - A.S.O. DESIGN I - APFUCAiiiii To- __ r -- PRESSURE TAINCONS, I mg-ri PANEUPA,E FEMALE 0 1 PAINETTLARE PLUS . SOmNINT; it & AW, CONMINADGN OF THEN I — PANEL LENGTH 'L' (.) 1 RATING (p'..,L) to onwition: ... - 'a :�� !To comoirm: 'a C To CONCRETE R�r .1 70 CONCRETE 12' NIA 1 12, ----:�� N/A 1 12- . N/A ". 1 N/A . V & 2, (TOP) F--;T— � I I '. 1 5. I 4 . lr" � 1 4' V (BOTTOM) SERIES 2000 + 1 I 1. '. 1 12- I ,� 6" '. - 1. ,�� r—./,- - -------- �__ � N/A __ ___ 12 1/2' .66,0, _75�3H.___._.,_____ N/A �� NIA N/A — N ___ LA _ ___ IT' ____ - _Z 19DIT011) _Z_ _ * OR uss 1 I- N/A 1 1, 112' N/A 4 112* N/A 4 112* N4A Y 'TOP, I I — - _ ___ ___ —_ r�� M/A 1 12" � N/A a 1/2, N/A 9 1/2' N/A . 3 (sorrom) - I N/A I 12" I 1 N/A 12- 1 --- N/A 1 12- � N/A ., ,,TOP) . _L��__ j - 12- 1 9 1/2' 12- I 1 4' fBDTTOM) ___________j * LIMITED TO SiLO D,,J. ASO. DESIGN PRESSURE RATING .- _� A SM ' SHEET 26 FOR ANCHORS IYPE A, SPACING FOR INSTALLATIONS INTO WOW FRUCE OLAILECRIL WNIMUM ANCHOR SAACTIOGS AND MINIMUM CODE OISTANU ARE INDCATED M JIM SCHEDULE MR ED LESS THAN VOCAM ON SONEOULE REDUCE TINCHOR SPACING By W*,nKY3Pt SPACM ShIC ON SCHODULE IN THE FOLWWM FACIDW FOR THIS OPERADDi TO BE POSSIBLE. REDUCED SPACING OBTAINED USING FAC SNALT NOT BE LEW THAN MINNAUM SPICRCC lia�ITED " EACH ANCHOR TYPE AT ANCHORS LEGED* __ - ANCHOR Im" _!4�4�_ - l/. . PPRIUAR: - l/. . P __c 1� __ . __ ___ __ TA" - A AWAKW WAMNO (-) j —0 � 3 _M-__ 2 Tp� _TRN,mRT J*APPPiA W.) - s ____ a 4 3 Im ARJ %_�� - ";; - i;) - 3 __ —3,/2 ___37j2__,__7_ '"m az ow ow — cc VAD" — I TIr - - - I - --I - - ______ ___ � ,/r ___ - __ - U --- —,--::: Ta I. _,-_ - :±�-��- --- 3 ,/2- - I - I I + ASOLARES M., UISANCE BETWEEN BOTTOM OF PANEL LIT j , � AND 0 TO BE 1/2' X M� i ., Li__� Tj 11 I I ++ REOURES IV— DISTANCE BETWEEN SOrTOM OF PANEL I AND (�) TO DE, 3/Ir I 131ir - I M.� Hurricane I ___ ___________1 _C�N.ENS EQR REQULAR, LIFE SAEEn & E-Z HANG STORM I (SCALE 112-1") 1 - __ . - --I-- ___ � ... � . - 15.125' (TOTAL WTOTH) I I - � - .___ 1. - - - - - -- - - - - - 2�18T`_ - __ - - - __ __ - --12500' (EFFECTIVE WIDTH) -- - --- --- I - ------- - i - I - . - I-- -., Cis" I - - 1/4'020.5/4� 1 j 1i ,�'. - 7SO S,S� STUD mcna) I - & I/.- (Tl,p,)-- - . -_ r- 1 _374;�._ "25, '', I -_ I- I _- 1.350, - - 1.3-O'l- - 1.350.-, 1 .250' .- HOO* Taal I .086, - - I - OR * 12R1V1trR O-C . �11 - - , ; t ! I COG . I I I ,po � (MAY 13E szo) , I � I " I - I t, - ___,_ f -1 I I 12505 _� I ` 1. - - , - .1-1-4 ' � , "I C �, DOW w" THt" �* J h - ,�, . , "T5' I . I $71" 1 - I _' I 't ..10. I �5� ' - .M�B_ . DEMME CAIVAMO STEEL ,�, I � �N .. I ' 0 I . i 04]14� , EVA ASTM A683 Typ I - - � " 2.0)0- � I OLS^ - - bC% — -anlm , L� 1 MMMU / 1 I ._x - Ea, - 1 2 S- I --- L---- S- �- 1. __J ,--, ,---, .i� I . DETAIL . .. I . - - . - � - I - - - - - - - T - __ I S' - _OYP 11 (TyP.] I - - - 1 I 1.350- �350- - DETAIL A-' _ I PANELS SHALL BE INSTALLED ALWAYS - 2.3a71_ __ - I FROM LEFT TO MGM W1 1/2' LEI AT M AT LEFT SIDE OF PANEL (�) "N" HEADER (�) M-MCK (�) AN= WITH STUD "I I " ,_�,' , - - I TYF� TOP EWE 0024* (40r'; - I �, OF PANEL I I PANiLS END UP �,,�_ `��'.,� I GALVANIZED STEEL , _37S, ..270' ' I - W/ OCAN,em EDGE ,., �_ I _-, . - PANE" , , . - /111 ' > _. I , / , �� ___ _02' � 1< I I ' �' T : - � 1� I __ - ;� - I , I "., I,". . , _:� ,_ 4 I , I . _r-,��,.__ .200- '� ,, //:�-----�-�-- -__�,--;" I -1 11 I , . �,kll I ,-__, - I 0 .2w IT fl i I '. - , � 1.62S: .11 ill - - - // 5.2-w-'�:- �-- L 41 r i -, �� I . I I -07' .O25, . Al ,�� , 1 PC em, I - 2.591 - -.-- MEMMIED,, , . - -_ � - -f- � �� , 1� Lu, �� I I - � -� ;, � - - . C, �Nml \ - PAWT, 15J OR ([po 2250' 11 I C, ,7 1; ISOMETRIC YIEW DETAIL A 1W �� 4 1 t# 270 _ I I � , �/ I - A ROUNDED CORNER 0 ENDS OF PANEL'S t;Si� , " - - 16, I I I END EDGE, I . �, �d", I W/ U..." -1 2�� I LIP HEMMED - __ , 378' - - 1 1 r--2 (ALT.S) -375 ,Y, BOTTOM _.....___,_ I AMMA-1 2-50,* I . — 067* _0 7�. (�) KEY HOLE WA-MEIR I - EDGE OF PANEL - 710' - ��7 3,750, (rlp-) I 3105-HI54 ALUM AUDY (�) KEY HOLE AT PANEL I - __1 2-124- 1 ,SM SHM 6 FOR ADDITIONAL ___ - _/w, - , . 11 3.1 - LAIRATTORS IF SUNI LENGTI, IS I 3'. � I 12S' 1 v ONLY VALID FOR INSTAL INTO - _Dql* I _j - - -- I m I k- ,375' (�) SLEEn 2 1/8' I ' I , OYP-) A� �tvv -� woob STNUMRES � � � --, MAX, LENGTH ,J, , , , � " - - � , t �Lll. ' 3 750' E 2,0w, __ 2.000 . R .,,01. I __A%3" . . ,�,� 2 548' - - L., I Im (TIP.) - '050"T L — ,_ I PIT t".. _250*_ 0 - i MP.) 07 REV, W HEADER (�) "U' 1JEADER I I - --- " WIN. TO 5' M... ---- --- - - - - 2.WO'- - I - (R SLEEYE 1" MAX, I LLWH ! @ ANGLE .J. � @ PANEL HANGE 1 (B .374' - 3.000' - isi , . -- 6061-FIS AUOY "o 'UNILMINN", P,� 714/N (I 114- WIW i - 'O. I I, 1-1 -2 ,�J� , (USE ONLY FOR E-Z KING STORM PANEL �v I , -- I I! � ISO' - - 1001" I—' .... I I - - . *"" SYSTEM) 6O6Z-T6 ALUM, ALLOY MIN ,�, , , � F[ 'I'- S,,C- 170' ---- �275- 1OB21 ,,-��-' ,,yCENSe* ,,. - i r I _r - /�) : 1. I , z , I ---==== -1 - -&, f : No.44167 % z. FLORIDA BUILDI[NG CODE (Non High Vilto"olty Hu cone 76TRIF) IB�1' 2,000- I, IF ------ I - .- I z , I - -A) MI _OOG. 2SG" -1 Iz I " I'L25 . - I 1 a <_rs N. 6 I �w= �,, . - ;�, r-MIN -*: * .2BWl MWIM. - P.P. 123' , I -,- ---.I ?.- , I- 24 GAGE GALVANIZED STEEL STORM PANEL � BY f ow� . " - T, - k� �k -11" STATE OF - ; 1 1.201.7 N 1 __ , ,.-: -_ I (TYP'T 050'-�' - I -P. I- -- 1 - - ISO 2.000'- - - ki MR - I IA � - .- L A, ___ __ SEr SECTIONS , , , 0 .. 'r * V — GLOBAL PROTECTION PROOMTS. LLC. t�,�� _fj3z1D .. .1 , "Z:15 KlI:: �9�,�! _� _"t/TL' -Z-,-. I - "m S.. 5, SIRM �04_ :R, 6 — - .... cow"y ow, m =,. lr-// - 111"i", All. - It"N't'-_ __(�_)" -011 PNIOR, (leHIM-7w. rw� al.)SELI-ml 20-175 1 _ _ � - — - __ i.- . _ @ AUjW=DMj_!C (�� BUILD -OUT "IF" TRAC @ & (PO USHERED WINGNUI . CA-00116719 : — � CH MACK AW" (ZAMAC 3 ALLOY) PE sm"MONATIMC/0'TE IT 4,, L F -_ MT Tit " . - wj ml pt _zI � ! ICNW 2 IN 19 � ______ .... I --- - .1= I I 1,NSTALLATIQN.,DEIAILS FOR SERIES 2000 & 1 000 E-Z 14ANG SMIRM PANEL A INTO EXtSTING YLOG STRUCTURES I - I- - 1� _ - �'. - . 1/1. LAC SCREWS 6 6' Dc w/ - --I— -, - - - - I _ - I 1 !/2' W� THREADED PONETRAIT, I 14- -_ * C, c w, I , H=. 21w ,iow I LAG . _tz 7! - � - 4 I !/4�. �AZ -I-,AE" C� , - , - It, VPvVIG IT,= "Aarp . r . ( NEwA1Al:q ./." 5, �_. q s, ox v , I I � � "LA, OR a, FUSE 11:� �,� . I,- .� .ED RINTIPATIOT, �. - � p I I , 1, � I /7* w, RVEE;= KNETRATKI& 7� / _ _. !� -To Em,T�4 -=. w-om. , � , , . I I � I - - - -to ExITIku wow ITENDER I ,z " L T ,� � III ---�� I I I ! I � , ,,c� 11.0, s,m,4 . . . . L � I l� , , , I I - "' ,,,, ,1� . . — —1 -1 W � 'L . .1'.. , , m; ,,'� 1. 1 � I 4, !�, . I 11 . . �� _@ C.. 71m, wING `;, , , e 1, , 1--�Zcw, #14", I'Ms, 1� � I � � ) ? N�T - CIA � , " , � - I.. " t! � ? 4 - -1 - .. "ito �,� 1, 1 E5 Q) ` , C�9,§ : , � , L - � � �, , I , I I ,r _� � �' I !�, _�g"*' LAG SCREWS a 5' OLC' A' , , sm's � . , _� T 1 ,E I ,1,-.-2o.L I I I � -, #.'--I 0 I 14 I �,4' IRLW, 112* W, IHKADEO PIT.CTRAII0. 1�k END or I 1 - � r .1 �LNI V. 1,41�31132' ,. To CF15TTNG ACXOI� ,cm- - i 1/2, & - m� NOYEDETxt M"r. , " g A ITELYW) -_ I -1 - - �!_ __ I 6 O',".) U ... L I I k�E DETAIL 1/1� A I ,, j ,�j I I 01 EVERY � I , � I 1 ,/. � A." Pa, RART, 4 CPH, fl,kil' S!�s I I _L_ -WnC ,ASU Ow., I , � OF jil .. , -, Vq -I 5ia_�_ I t . ulmrt- OF VVER, 0 v EA ETq 0 I J, - � I I . 0 .) ,I I I Mawm ,I � , C_ �� I I i I .. "I T i � ,j DER I - I I - - - - j ($a *1 I ]7vU,H , �� I i T . OV"12r LPali� I __T_ 1, � - Ip*t-xA3/., I --- 1�� I— I - - - *%,C, ��, REOIJAIED I ____<1D � R/HT, MT, T I , -7 1 4,0-26F.1/4' L, 1, - 2 9/,s* 4. I . SEPARATION - � - - - - 11) GLASS 1 2-I 1 "A , 2 ** 5rPA%APDN ! I 1 3� ,I I t, � CLASS A ,i`�,v ., 12' O-C __1_1 a I E-W o-m`P 5 � 7 7/1, I , OVERLAP � I z vN_ i I - 9 — -ARU- w 7 1 � - I I 1 ,/,-2o�3/,- - To AASs I , I/ 141 - - - .4 I I �, . scREW W/ I ,=1,,,,, 5 . . I i I �, � .. - � 0?*3:1 j I -, J_ 11 -2 File- .- 7/8-. 3, 1. - � I SCHW�DON, - I W`Nq z a � - � 9 I I I o TO CLASS I EVER, avvk�- L EVERY TA 1�, � i 9- 9 1 � / 1� (11" � 1-14-1 t F�l . I 11 I I - I I - 0 i I 41 � �! �s . � __ - - I t, , 11 4 , I r � I :,X�v 1'�, .I, I --L,- " . � I p I i I I i — _. � _4�1_ M; : � te I, I I I - � r� I - - . ., I � - �, 11 ,. I �! IV t, ?i ! I I '� 7 I I ij, " - - , � 1, i ; - �g " a � -11 1� w - ,�� - , i = i 1 I -� g - �- , , I -1 I 1� [,- 11 10 I , . , :, I -E: _- �, '11*v.�- 1PA" - 1:5 . � � 9 I A � y I . i. e F �_ - - , _t o. I I t , : , ? fi � I - . I WING, IAIT I �ii I ko 1� I � � - I � z -1 ! I i� 11, - I � )2- .z ,, - - - I - . - � I i� -- -- L I _( ji - ___ I I i 1 I �� I L " I I ; . I t, -I I __ .1 . 1 ,- ,4 j2'.3' .-) '11 il I . I I , L : . I L 10 _�!-_; -- .! L, I ___ , I/.,.- . . , E�__ 11 .. . ,� - , 1 j; I im-v -S IT (V-, - �'m I I . q1,'/4�-M`AM' PTIqZ1' . I 2 -1 - - . I . 2 , < - - - I �1 Lv It ��:":. , ,, , I �� -1 - - ,;_ . - i iF,2��._-2%cl NOTE 1. RELO.1 i � 1. L2 ,/2* oL(� � �A4 - - /.�tt/�;&//4 NiS. I " I -E- 1 . � ". �_ I/A'it UFO solim it s' *C, At , � I , , � - ; I I I .. 50�i 4-ec- L I I � I k 7�7_/, nl�. w� (2 e � � 1 4 2 $1 - ' � _ - I. , � I _W,A,,i w REQUIRED I I 1, I I& ' 1'k � . - I I � L PLACE AT SCAIRIAIN FIAT DA ft 1,00t " , � ,� LL � . - �_ ,, I! � , 6 ;411A_2N PANCIMATE PLLtS 1 w I KZmZ1'_ 'A BELt1w; , WFI.Vs� Wi Tit,w/321 �.,i'..��l-l�.,��.�ft"k"""R'A""*'N"a 71. PH 1.1PNIA.- I - . I I e �, �� I, NIT ,I Do, 74:_ * I I � 5FAIJEC 1= - __ I I � - ,; -114�O LAG SCREWS IF It o- W I /-*,.LAC SCREWS a 6, fm w/ - 1. 4". LET r.1, I I 1/2 � w,, YIREkaD t��K .T;�, 1 1/2 0. 7ttREAcED 10 Mit%)N � "_ N . ALTERNATIME 2"Af Alm ummN aF PLATE 1::4u— I � 4' P*t"`FZQLw_" ILFT FLAT OR CA, Ew- INSTALLATION FLAT N ON O'c' SCALE 1/4--i- _. I ; I ALMMI-WE 11"W - ''.. I - t I _11, BUIL5��TING , SCALE 1/A'-'* I 11 I - 1�,] 13 i�r�� " I _.. , � I ALIERN a&K_A�W I INSIALIADERS ARE MY V&[.TD MR OUTHIAN_ WITH A.so, GES191 tow, . � - ", DIUALLADO scALE,/-'-I' j. To .66a, -76A PAT mo AmEL s EE,%TW LIP to V-1o, q_;,' , "'OOPTINHoli" � 4ffANARN%_aT'W_ ��j� N� Tit , - C . - � FRAME c Nmik"ON woon MEMBERS To BE souTHEIIN 9�� " +�, 4 � , " . . , / , SCALE 1 �4 _ z to$, NEW �mw a " "'. PRc N.� 9 w/ sPec,rc " _ OVisrTy OF D,vl 'DR, rquAL �, , - ��.z �IZIENS,& �!,,�A-' " �,' ", � I I 1� . � z , 1 - FLORIDA BUILDING CODE (High Velocity Hur 'can. Zone) I z � - - ___ Nom-11F ANG PE-- FOR - � z i NaL. 4; 167 -. s =zp tFj� 11 E * " it : * = 20 GAGE GALVANIZED STEEL STORM PANEL SEE sZc= . = DPA., B, or $=R., A LIME AS I I `,S,L C. o. 1 - - OF, . I- .I 0 I*. 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DEMON PRESSURE RATING (P...t,) I. .r -) - CONCRETE & WOW ws.rAUw,*NS t — 2ao __.�+ 12'-O' 12*_01 ____ii_0_ 12'-O' __I�_r_ I--- �Iao - - I ,'--8* To'-s' ____�V__ 10�10- 10�0- - _____f0_�____ __1_1__!tL6�1____ Sao --- ES, ------ _ .. - 6zE_p____ ___,_i5_ii__ ___ - ___ - `_ _-LOL-_ ___1_,-_!!:�_ 9�sl - j�� --&, -3-1- ir'-fr - 9`_:;r_ __ _!n-±�_ 8�4" - j7- - � —71-71- _r_�;�,_ I----- - ?6,O___ __ - .. ___ I 15.0 _L-si- 71-5, __�__.G* 6�101 Ban ____ - T-:;� - .-7 -- 444 ___ - , ?,:�;_ 6--s. ___n0,0 ___1___. __ MR - _15.0 ____ ,00-0 __ f'-91 __ ,-i-- ___ �7__ -;- 7-;--- ___ i:�7__ 5� I- 10510 6'_J1 5 __ mo - ___ 1160 _ ANCHORS (SEE SCHEDULE ON RETE. ONCRETE B=K ilk MQ0 (t) � "' MA'- [ -- - - SHEETS 9. TO &tl) _ - ___ NBGULYA�� I I' MIN , —_ �, I �_�!_ -1 a __ I I __.1__________ ____1_1 P.1/4, 3/4, 4/5, 5/5 & 6/5 I W/6, 2W/6, 3W/7 & 4W/7 - __ __ ___ - - - �3* VAX � v. MIN71 �_ a 1 U-IiI it��'Qt)� T-1- - � I � -, - -T - - I- -7 - 7 -r- - r- 7 � � jr,=T--T- r, -I- -I - 7 -[-- T 1F - -_ -I- -1 CH INS* - - _. I � . I - I .- - - 7--f - - 1 -- "I'll . I MAXIMUM PANEL LENGTH %+" OR "L-" (ft.) 0 MklTMUM &S.D. DESEN ,SSUPC RATING ORL (;,..t,) (-, ., -) CONCRETE IN wow swAijArlims t L+ _L_ - 2GO 14,$" `31_0* - __---- mv - — 0 -1� It' -7- - =a _L2'_ ? I,- 8, � pa,7, __jT0_,__ ID. -TO. w-g- 4ao 9,-6* 9'-21 __ ____ 430 56�___1111 - _--jjG I -- ___.iw___1 __ - — 9,-?- __i_;�Z -"--'L--- 6,-3- ,---T----- 7__ 7- i_ .- - -- �1_91 _7 _i--- ___ ___f��___ - - - ______ 7' "' __77 2- ___ _____ 71_4� -;:,- Jr� C,�Lr: Z&O 7--l' - s'-s" S0.01 --7'--O- --T-,:;,:- ,_,__;w3_ __ - _7_c�_ - -7-3 __ - _____;4`o__ __,F_;: -_ ;�. � ';',-a -- - ------ ___i_;:__ __;7__10�m__ _ ___ 1000 _ _6'__J'_1 s*-;,*-- 105.0 6�,S' 5'-4- __ _ 110.0 - 5'-,' - _ ___ _ .�Io, [_____1I5,O -:::E- "9�'s - _i:__v __ MINIMUM SEPARATION TO CLASS SCHEDULE MAXIMUM PANEL Lr AST, ___-- .— WIND FED c 170 -Pm I WIND SPEED > 170 ,rpm SP DO �.—..�-�. UNRESTRAM0 I timn.-ONCO - 30 OR LESS 1. I I* 6, 1 6 1/4* >33 70 90 I. i ` 7 1/2' � 7 I/? - _7�/2- -1 I �90 TO 145 f I . 7 112' 1 >I. 4 �' + —,'. 1. - i 1 1/2- 1, bAINIMIJI-JU PANEL LENGTH An'!l FOR A GIVEN MOUNTING CONDMON i I-- I . s*xl s "ANGLE, - "F, IR`11 I BUILD - 'r TOP DIRECT "" . U STUD I .1 404 TRuCK ::E�IOTTO�M MOUNT HEADER HEADER 1.1, W/Mm E . . I O,w= . — if DIRECT !!�� k Ar 32' 32- j 35- ". 50* i 50' .4 L-S-XI S' STUD ANQ�L___ 35' 1 32* ____ 32" 1 S2' ,2. M* 38' T-r TRACK w I R' ::E2-��A�: ': 11- Sc` .- (1i a BUILD-Cin Ir TIMO " I _ ._-t—w;---;sF- ,. 56- --;�;-- , ummu W/ SIDE CLOMURES LE= k��). U or QJ4 i " � ; I I I " I 1 1 1 I ,� I I I 1 � I i i i i I I i � 1 I I i I I I I I I i I I! � I I I I i 1 i � i i I I . 9 i j- ___I i i L-1 I - " I-,-- I � _-I - - - __ - - -1, ,,, - -] ..... - " " : j ] -1 - - i ,� ]. - - __ A . 6 ., � -1, I- r- I-j- , I ' �- - __ ___ I 1 - _ ! I � �� b� - , - - --- , I I : i 1 1 1 , ,L i -1. : - ! I � 1 I 1, t _ I ! I i _' I 1 i -i - . I ; i - - _t " ' � I i 1 , � I 1 1 , I I ' I I I � __ I- _17- � - I 140, I � I I A I I e . i 1 11 I I � ; I I , I �� i s � . I ! ! ; - , - �, ; � I I .1 LTED P;N ' L i � I I - -I I t I , 14;'A,r - t - - � I - I -I- 11 - - - I I UNS I as I . . " . I I i q I i_ BOLTED PANELS Wl 1140-20,1' , - - 4 � I I ; I M.S BOLT W1 0 0 EA OVERLAP !(SEE SECT NS AS I I I (SEE SECTIONS AS APPLICABLE) 1 1 A�, I I , I I I . S PYCAf,lo) � , I I i , 'I � I I 1 1 , i � I � i , - i � I I , . 1� I � I 1 � I � I I I 1 1 - 1 - 1 1 � 1 � I � , � I . I 1 ! I - ! " i I - I I � i " : ',`�"'l T 1 1 . � I I i I � I I I � , 9 I I i ; i , . - I I ; I 1 i I I I I . � I I I i ; 1 � I I I i 1 I ; � !I I I I � � I I I i 1 1 1 I 1 ! � i I I ; I L I -1 -; T I -1 - - 1 _1 i - i ! 1 - 1 1 1 1 1 1 1 1 1 I I - 1 - ; f I D.M..(�)i 0, 1 I � . I � - 6` - -1 . t rg�] I , � 7 1 21 - _�� I I ��-, � __ - _L01,;L`, .1 0 � t% I a I - I - I -I __ __ - @.,g 7777[; 2/4 1/4, 3/4, 4/5, 5/5 &_ _6/i I * MIN. I 1*11V/6. 2W/6, 3W/�_7 & AW/7"" " '- - - -- - --- -- ANCHORS (SEE SCHEDULE ON SHEETS ll� To &I 1) -,.,. . � , , . _� REGULAR 5IQRM PANEL Q1 ELEVATION ,/4' U. CAP . __ -?.Nl , . ____ NJS. _r__ _011 KAM (1) L+� MAIGNUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE AS-D. DESIGN LOAD. 1_-� MAX ALLOWABLE PANEL LENGTH FOR A GVEN NEGATIVE AS.O, DESIGN LUNCT (2) PROCEDURE TO DETERMINE W"VM PANIE. UENGYK� - GIVEN A POSTIVE -N LOAD' DE70MW MM""M PANEL LENGTH .L.' FROM SCHEDULE k1t OM" GIVEN A MEVATNAE A6S,D. DESIGN LOAD, DETERMINE WAMUM PANEL LENGTH *L� FROM SCKEDUX- FICIAt. MAYJMUN1 ALLOWABLE PANEL LENGTH IS EOUAL TO THE AMMUM DETIERMNED PANEL LENGTH BETWEEN "`+�AND %, (3) ME SC4EOU BELOW FOR MR PANEL LENGTH FOR POROSITY GUALIFICATIONi. � w � INSTALLATIONS 44TO WOOD ARE UNITED TO i 95 P-aJ WAX &SO, DESIGN PRESSURE RATING " .�f . 4: i:jM;:N I 0 & I I FOR MAX kSAX OMWIN LOADS 4t MAX PANO. LENGTHS FOR C SPACER A IS USRD I __ : � 44167 '. = .2m itmo, Wc, 24 GAGE GALVANIZED STEEL STORM PANEL I F1 __ * � * � = I ;_,\ DRAW, in . . - -:W% .*- `Z_ / 07/27/1WHi ' w __�� Me GLOBAL PROTECTION PRODUCTS, LLC. _ - 'TATE OF ��, �, , C 1�',% :_ ;77��_ - / 11LIECO . I zwm�l Am S-W. 51 STREET - C, (ORION.,-A - .&Nt,_ - — a ... &WE D_ MI " I., , ,i �':,k,�>,�,,,, T" * i I - 4 MR, - - 1 13" .1-1.1 - - ,., ole.)AMI646. f- (w)-it-ine, -175 ,,"N �� VN� — �.o TAT -------- __ ---------- ------I 9EwmN_AQMi L I% '2�1��T � (C) a;,�-�AI-4--VyttEr,-C�W-11--R---0.5k-",;: g � .��PANQ I O �E DOCUMENT (P ED.) HAS BEEN VERWIED FOR COMPOANCT #1 ACCORDANCE - I/, -P 1AIPCON ANCHORS, AS MANNIFACIURED BY 0M BUILDEA. INC, � WTTH THE 2020 (70, EDITION) Or THL FLORIDA BUILDING CODE- ILPR STORM PANEL SHALL NOT BE !NSTAIL1110 AT NON - #14-10 PAN0.MATE FE)AAL_ 10 AND PAhI1MATE PLUS ANCHURS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, VELOCITY HURRICANE ZONES (MAMI-DADE / BROWARD COUNI - 1/4-0 LAC SCREWS PER NOIS DESIGN WIND LAAOS SHALL BE DETERMINED AS PER SECTION 1609 Or 1ktABOVE MENTIONED CODE ,-OR A BASiC WINE - 7/16'0 � 5/8' WOOD BUSHING, AS DISTRIBUTED BY ALL -DINT SCREW. BOLT & SPECIALTY CO SPEED AS RECIIARED BY THE JURISDICTION WHERE 57ORM PANEL WILL SE PMALLEDF AND FOR A DIRECTIONALITY FACTOR 0�0,55� USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM LhS,O) DESIGN PRESSURE RAIVICS EJV,CATOD ON SHEETS 4: 1) MINIMUM THREALSO PERETRIM'.01t NTO WOOD DIF 1APCON ANCTICIS SHALL BE I 1/7' AND 2" �QR CLOG PANEk-MAUE CM 3. 9 THRU 12 & 17, I& AND PANELMA&C FEMALE III IN ORDER TO VERIFY THE AWYE CONVOTON, ULTIMATE DESIGN WIND LOADS 1517117MINED PER ASCE 7-1- SHALL BE FIRST r , 0-%41 - REDUCED TO A,SD, DESIGN PRESSURE RATING BY MULTIPLYING THEM BY Of, IN ORDER TO CO"r THESE W/ MAX (hSO.1 t�l) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1,12' NO THREADED 9* DMIGN PRESSURE RATINGS INDICATED CK SHEETS 5� 9 NRU 12 & 17, 18, PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOUREO THRtAOED PENETRATION %C* IN ORDER TO VERIPY THAT ANCHORS ON THIS P E-D AS TESTED WERE Wi OVER STRESSED, A 33X INCREASE IN ALLOWABLE - STRESS FOR VAN* LOADS WAS NOI USED ILI THER WAYStS. FASTENERS SPACING 10 WOOD HAS BEEN DICTSINNED IN C,3) MINIMUM EDGE DISTANCE Or LAC SCREWS. INTO WWI) �.,ALJ. BE AS 11401CATM IN THIS DRAWNO -4- ACODROANGE WfJN N.D.S, 2018 STORM PANEL'S ADEQUACY FOR IMPACT AND M40 RESISTANCE HAS BUN VERIFIED 114 ACCORDANCE WITH SECTION 16011.1.2 OF C,A) MINIMUM PENETRAPON OF POOD BUSHING SHALL BE 5/15'. 1/4* 0-20 SCREWS USED SHALL BE 1 I/,- LONG MINAIIiiiiI, THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS #CE14DI-Ol AND 00219.02-09. AS SHOULD STUCCO EX.ST, AND I" MINIMUM FOR WALLS WITH NO SIUCCO I PER SS1D 12-09 & ASIV E 330-02 STANDARDS. AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT JI--23.01-10 AS PER THE C,51 IN CAY THAT PRECAST STONE. OR PRECAST CONCRE'T, PANELS. STUCCO ON WOW BOARDS BE FOUND ON THE D41wo 10 TAS-ZOT &NO TAS-203 PROTOCOLS, ANU AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION H504 OF �WALI_ ANCHORS SHALL BE L014G ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS TIORIDA BUILDING CODE ANCHORAGE SHALL BE AS MENTIONED IN C 1), C 7) & C.4) = 2 &Lj� ALUmENT,R r,xTRuwNs to ft GGS.S_LS AU,gr AND EMPrNr (UNLESS, oTHSINSF. Nolto) SEE SHEET 2 (0) ANCHORS SHALL BE INSTALL.ED FOLLOWING ALL OF THEE REEOMMENDADONS AND SPECIFICATIONS OF THE ANCIfOR'S MANUFAIDAff? "000' 3, ALL ALUMINUM SHEET METAL USED AT P-MVRES $HAL1 HAVE 305-TIL4 ALLOY 8 PANELS MAY ALSO BE INSTALLED HORaCNIALLY FOLLOWING JTPiTA�EAFjGN DETAILS SHOWN ON ,SECTION I TkROOCH 6 (SAFE75 4 < 4 ALL STEEL 5NW, METAL PANELS SHALL HOVE STRUK,'T1JRA QUAUTY STEEL AWN A -OW GRADE So MINIMUM, G-W CAIVANIZEO TRROuct, S� EYCEFII THAT "EADr,"o & (D SHALL NOT tit USED VELL DUSARMLIKIN W/FY- q2 2 ks, (AFTER POLLED). 9 tT SHAL, Or THE RESPONSIGILD'Y OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5 AU, SCREWS TO FIE STANU-SS STEEL 304 OR 3LIE AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON fACNEO TO INSURE PROPS ANCTIORACLE THIS SHUTTER SHALL ONLY BE ATTACHED TO C&kPM. BLOCK. OR Wom FRAME /liii . � !ED NC,S > 50018 W� 50 mi YIELD STRENGTH AND so ksi TENSI"r STRENGTH AND SPAU COMPLY W/ Fi-ORDA BUILDING CODE SECTION 2.11 �,KA, TO EACH REGULAR STORM PANP_ WITT, LENGTHS OVER 90' AS PER SICCTION,s 1. 2, 4, S, 6 AND ALTERNATIVES I W & ,W ON -11 - 4, 'S. 6 A, 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND REAOLY VISIBLE MARKING INSITIUCT1NO OWNE]mt, O IF., To SHEETS � DO _ � IT BOLTS TO BE ASTM A- 307 GALVANIZED STTE-L OR AISt tGA SERIES STAINLESS STEEL, WITH 36 kw MVRMUM Yj-= STRENGTH, SECURE PANELS WITH APPLICAM REINFORCEMENT DURING PERIODS Or SURPICANE WARNM�- 7 ANCHORS TO WALL SHALI BE AS FOLLOWS, I I- TITS INSTALLATION CONTWTOR IS TO SEAL/CAULY ALL SHUTTER CONLIHOtiENT EDGES WHICH RE"N IN CONTINUOUS CONTACT WTT kQ THE BUTILDINC TO PREVENT VVINDIRAIN INTO SION > (A) 19-wXIMA xQvsEQ_1vQsCx791 SIHOM PANE 1/4-It JAPCON ANCHORS A$ NANUFAVIURED BY L71W, SuUITUIEX, NG, IMin, F'3191 I,.A,) 12 'L R57AULATION SHALL COMPLY MITI SPECS INDICATED IN THIS DRAWING PLOS AW BUILDING AND ZONING REGUW,9:;�P,,,,P` - I/e a x 7/6� CALK -Ili ANCHORS, AS MMUFACVJRED BY OM41 NO PIETAADEE, BY THE JUkISEMENON WH�RE PERIATI Is APPUEU TtL - I/4'. . 3/." SOLID-SFT ANCHORS� AS DISTRIBUTED BY Nt POINT SCREW� BOLT & SPE04TY CO fm .. 03000 p...I J IS (0) THIS PRODUCT CVALUATION OOCUUFNT (P,E 0 l PREPARED BY THIS ENGINEER IS GIDJEFFIC AND DUE$ NOT PROMOE INR)RATI"; � J14-10 PANELMATE FEMALE to & PARELMATE PLUS ANCHORS, As MANUFACTURE:) BY ExO causmui'.Tlati PRODUCTS. FUR A SITE SPECIFIC RROJECT. WHERE W� SHE OCTIOCTIONS DEVIATE FROM THE PEO _ 1 /4-0 ZA"C MAILN ANCHOR-, AS MANUFACTURED BY DEWALI, NO. (h) CONTRACTOR TO BE RESPONSIBLE MR THE SELECTION, PUR01AST AND INSTALLATION "=NNG LIFE SAFETT OF THIS PRODUCT =0 ON THIS PED Fita�-IDFJD HE/SKE DOES Not ULIRATY FROM THE CONDITIONS DETAILED aN TW� DOCUMENT & 1) MINIMUM EMBEDMENT OF TAPCO. AW-NORS INTO POURED -,OW�RSME SHALL ED I :S./-'; 2' FOR ELCO PANE,UMA_- ATIVI ___N[N SAFETY AT 517E Is T14E PONTRACTOR'S RIESPONSIBILITT I �i/4- FOR ZAMAC NARR 4NICNORS� 4�) THIS PRODUCT EVALUATION DOCUMENT WALL BE rC,NVOEAM NVAILID IF MODIFIED k2l) CALK-64 Et SOILTIO-SO ANCHORS 5HA,LL Or EMBEDDED 7/8- INTO THE POURED CONCRETE NO i�MaFOTACNT INTO _ � DECO SHALL FIE PFRMIrr Ep� 1/4' P'O SCIZEWS USED $TALL RE T t/2" LONG MINIMUM SHOULD STVCCo EXIST, f,i) 5,7F. SPECIFIC MwC,�'S SHALL w PREPARSO By A FI-ORVA RtMTEK.D ENGINEER OR ARVHITECI WITCH WIU. BECOME THE AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY TIC LICAOEO SCREWS OR ALL THRISADSO SCREWS W/0 .EAL, ENGINEER OF RECORD (ED.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE OUT VATH WING HUTS PROPER USE OF THE, PjT1, FkrjxEFP OF RECORD. ACTING AS A DELEGATED FNQNEEQ TO THE 'TD� ENGINES, SHALL SUBMIT TO THIS TATTER THIF SITE SPECIFIC UPAW14GS FOR REVIEW, A-3) IN CASE THAT PRECAST STOW. PKCAST CONCRETE PANOS� PAVERS, STUCCO OR WOOD BOARDS LIE FIGUND ON THE IDOSTIOC WALL OR iCILOCO. AAIC�,*-� SHALi BE LONG EN0,04 10 REACH ME MAIN STRUCTURE BEHIND SUCH PANELS it,3 THIS P EO SHALL, WAR ITIC DATt AND ORIGINAL SiEk AND SIGNATURE Of 18E PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN A,l) AND IN A,2) ENGINEER OF RECORD IHAT PREPARED IT (8) ,-Q-DYSTAQ-tPtg',RK"LKK-WJ,A.-A'-T�i--(�--VD' I- SHUTTER MANUFACTURER'S LABEL. SHALL BE LOCATE', ON A READILY VISIBLE LOCATION AT STORM , - 4/4- 0 TAPICON ANCHORS AS MADUFAmIRED BY I I w BvILDEA, INC PANF_ SH-TTER IN ACCORDANCE WON SECTTON 1709.9.Z OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPSINKIC 1ABELIND TO COWL' ill', SECTION 17n993 Or THE - 1/4- 0 . 718' CALK-N ANCHORS, AS MANUFACTURED BY DEWALT. INC FLORIDA BUILDING CODE - )/4-4 X :l/4- SOLID-WT ANCHORS, AS DISTRIBUTED BY ALL POINT SCRIEW, BOLT EF SPECALTY rC � #I10 OANLIMATE FINALS TO AND PANELMATE PLUS ANCTIOn, AS MANUFACTURED BY LEGG CONSTRUCTION 110111", - 1/4' 9 ZAHAC "LIN ANCHORS, AS MANUFACTURED BY DEWALT. RAr :.! , � "' IN Q HE, *1 1, B-t) MINIMUM EMSEUMEN't OF TAPCON ANCRORS. ELCO PANCUTATES AND ZAAEAC NNULT ANCHOR, INTO E - 0'4� , \`1 1�. v O FLOM BUILDING High Velocity Hut OLOCIA UNIT SHALL BE T 1/4- �c - � A CODE (Non cone zone) * .1 — ____ __ - . r6 * .NR2. NLqxxk - 24 GAGE GALVANIZED STEEL STORM PANEL F.I. 9-21 ZALN-N & SDtiD-$ET AUTHORS SAALL BE EMBEDDED 7/0' INTO THE CONCRETE� BLOCK LIAM if D6a,rt 44 7 '� S= - e,' STU= SHAL-1 BE FERMVFIEO� 1/4- 20 SCREWS USED SHALL BE 1 �/2' LONG MINIMUM AN11to EXIST. * <4! �_Z_ �__ 11 — "11LIECORMIC __ AND I.,, \ GLOBAL PROTECTION PRODUCTS, LLC. ""`/N` IF —_ INIIJUW FOR WALLS WIT. NO STUCCO 1 -:�'. STATE, F I - �, F I - or. � 11 STREE, _ ,.,--.-- mt 1�0 a C"MNOUMILP col"AN, �st` 8_0 N CASE THAI PRECAS STONE. OR PR��_A.l MNCPETE PANELS. STUCCO OR WOOD BOARDS BE _ ` All � @'�� _f�_. --I---."- W-L Ft 2t"I- � --UN IE 11R* .�- 4,9 �_ UWHNNW& -: (964X"-Cal� 20-175 EXISTING WALL. ANCHORS SKAU, BE LONG ENOUGH TO REACH INE TANTA STRUCTURE BEHIND Sir - LNAI=_ - -I--- � _*11981��l, V .7 , A, ANCHORAGE SHALL BE AS ME TIONED IN S.1) AND IN 82) - - - - TFIAW - EN I I'll, .-=,. , I — -- 74.::::!!7!!�#� 111-1;1'a"If kill" - ____C .410` . mt. �11 FE I 1 1 ., agm .. . J_, , I., _____________ - I __ INSIALLATION __ — DETAILS MR REGULAR MANUX) ,- INTO POURED CONCRETE O R CONCRETE BLOCK 5IRUCIURE$ CONCRETE pos-aw; POURED COK __VMPOURED FLETE BLOCK - - I OR CONCRETE BLOCX t-,�M_ VII00TRED �, , . REOUIRED. , CONORETT - "; "'.11CH0.11r" - `1:-11, "�� , �� CONCRETE AN I �f CHORS _� - , - :��, � (SEE SCNmu: ON � , �.;,-_ (SEE , , X � SHEETS 9 THROUGH Lw Y, - 5 � I .11 �-,�;, �.,�,,,-, r."% $Hfm 9 THROUGH I- N�1�1`1 1-1 %��) ID157tic POURED COMPETE oil . , I L `�I� � __1 1_ - j CONCRETE MOCK - 103 I I- -- ,- -14 1 I I/,'. !1 I /1. ; '? " 1/4, "', .__,1T_�aN,. KDEARED, Ww HEAC, - . I Ile aq- _M.A) I� _ _ - __ - -, - - 11 I i ,,'_ — wx ". , ___ I ;� � �- � "I 11 L 11 CONCRETE ANCHORS ,vk_�, 1, 11� 1, " I. -1- " I I I , , , --- - I " , � (SEE SCHEDULE ON, �,,�,' I I I -L F - I - � ED , %�,�., i I � 1 I SHOES 9 THROUGH idy "" - �, I 7 1 I I A- _�, , .. 0-1_ I 11,�� , �, .,.,� --�x'� � �� " I I I � ; - - .1 1�,�...;� I . ED, I ii i --- � I 'i, m= i (1) ; i - C, IT EGI ," i i I, i", , t, -1 - - - - -3 I - I I a- I - I '7"',% I " , I I -�-2: I I � I ______,.I`, --- -1-111- I 1- - - I w � , - , -1- I -T --- ,__ - �11.*_Z�-A) , - - � - -, 4 r4 I "'��L Ir _ -.1. a �-o E, D "I'll �� ' � � � ,I'- I I � I I SEPAPAT I; __ to am, F f) � 1 J, �, � I FUR -, = 04� . . 11 SEPARAMON , I - TO GLASS, I C= FOR � A t I - 0" I MIN aZ 7-ffI SEE SCHEDULE � � : " - � , , ,1� I i : I EXI (SEE SCRE _o� ON SHME = iw, i 11 .. L M_ I PANEL UNCTI,� t I , [r , ON SHECT aJ I ,L)E [tv i I I 4 j � (SEE SCHEDULE a It ,� I I L ,�_" M V m,P. I CONCRETE ANCHORS L. -- A 1 ON SHEET 3) I IT I TO GLASS. I PAN" EWGTH ` T : I I PANEL LENGTH (SEE SCHEDULE - (SEE SCHEDULE -I % : SCHEDULE ! I (SEE SCHE LE I , - I DURCkI ?� OIJ I i �zk 1 1 I", � I 3) ON SHEET 3) ON SHEET 3) , - :17T � 1) __ - --- I- -1 ,I. 9 ITT Jon 1 4 I - Ci I . I ; , -I) , . I I I I - . - I Sol I OF _V , EA!MKJ I GLASS 11 �- � - .I =iG _i i I [ � mm,',,r . ma',,� r,�,�,,,-,.� , �,i _-, _-A - --,6-" a ��, I MAY I k 4`1�l' 11 I SO% ---- - , , - ; �,,�. ,,,�� ,�`,,��' I OF 1, , ,,,., - i --- — I i� C ED, , j I -, , I "'A " , � , 4, i , ', "� �, " 'v � 11 SW HIA0, vmi$ 4 IF , a Ile : I c i , - , 11 ��,��,�_, _�,,,p.R.-�: -' - MAX I ,�'K'�,', , i ","'; ,,,-_� � I � I 1�"`* 7,,',."7 �� ,',,7, " , , � i 1 " " � , , I ! " -�,,, " , ED, I, I'll i _,Tx, I , _,�_,�' I E.D. i - -_ , I i , 1`� , 1 1/2, L___J__j - I I I I, I E�11. �,'.��',"�_� ! . , I 1� 5 , I , 11,:� , 4 I I C ��',�� ' I I I EXISTING POURED .� - I � '_ ' " r , I I " — CONCRETE OR - , - � 41 12 1/2- OC �� -1 1?-, 1 - .4.;.2- 1 i(AS APPLICABLE) ,. t. I ; 1", ff I -, - - : -__ @ - T I ,I- WNII NO, .AsNDl NLAP . . wRw C. I/. ._�, C-S. .z It/ NUT - 11.1 C12CRETE RLOCK I REOURRED, � - I I !;�_- CONCRETE ANCHONS ',':�-, , �.'. __ __ , I (SEE SCHEDULE ON , �� l . - __ - T ,� i --fU �-to- I , ,v�.� ,� "' ..' .' - " "!A - a '? '/"� , I - , . _. . - ,�, ,.rrrr, I � .. , �" SHEETS 9 THROWN 103 ,,, �, 6 -' ,��J,`�',,,�, _ ALTERNATE - --- LEG LOCATION :, �� 11 � . . , 1-1, I .1 / -1 �T 0. Im, !=, 1�11_ 1, ... I,, (�) � ARE ii ill/ I EXISrING POURED CONCRETE WHEN OR CONCRETE BLOCK ALTERNM COANRI�n ; - CRETE ANCHORS WC Prosluccz, CONCRETE ANCIT IRS ollid PANCUSED ANCHOV ARE LUMSAE107 REQUIRCIT .I, RMUIRED, STAGGERED W/ (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SEETS 9 THROUGH 10) BUILD-OUJ MOU14TING SECTION I SCALE 3/8- I' NG mkm SCALE 3/0-1* WALL RQUN ECT MOUNI i9ma SCAM 3/8-1, ""017017141AW . . '.. :, _` . 4_1 ', EN -. % : FLORIDA BUILDING CODE (Non High Velocity No � arTs zone) - I F-0, - EDGE DWANCE (SEE SCHEDULE ON SHEETS 9 & 10) � L N . TOP & BOTTOM MOUNRINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY - : 0,44167 ` � = * : .. = = - = � - * =� �S_ -J'- STATE OF ' -��-- �'. T.--- . � I , ��,, -----L- -- s . . "I �t . 140AIDiA... F,`� _. XTm - 24 GAGE GALVANIZED STEEL STORM PANEL DAWH w I . - -\ '17/27/71CM, - Z 11LIE C 0 Timt GLOBAL PROTECTION PRODUCTS, I.I.C. TATE, Im SO,. EI MRIES TILUT TESTING, . E""Em" COMPANY 0.1r, D_ MMI. - -�- -----I----'- 20-t75 INSTALLATION, 11", "..... V40 ZiS " _.. TPFIM I -w- Ow)WR;-,_ ,xi, (.,NH"-., - — . . - . Ym/aar , Ofi , CA-0004"19 , J!" !!, � � � ! �� O`A"G A"' __ i i I _M&Mki I I -1--a (1) a) C_ U) -Fu (3) -11--a 0 > r- 0 I " $-- _0 a) 0- = a) 0-0 2 = co -0 A . . — _$0 a) a) 0)0 -1., (n t::f a) -0 0 -0 _0 C 0 0 " t- — a) o C:)- = 0 �>. = 0 — = = . U_ — ku 0 -11.-, I,- m N I Co 0 > (f), (n I ---V"- . 0 0 . 4- _= , 13) _4� I- ,�: �-_ � ) . w CU (D , IL) C D OL _s Ct r-, C b _= M 1p - _= = C, I 40 1� = U_ ... 1-- -0 . = (n < . in (C �=� , w 1= ..< a) = CIN . , - t z Qu, a) =- -m *3: C- - = 4) = -= C: ac (i := 111M a - It , m -_ _:; - = a) Q) .= It , � Q a, ;: a) = = 0: .113 - 1= -I-, 0) = -1 I - = = E .3 im a. U " = 4 z w mi — -------------- - ____ —_ - --- ____ INSTALLAIION DETAILS FOR HEr?QLAR PANEL INSTALLATION DETAILS FOR REQ LAR PANEL 1'4� f---,--- INTO POURED CONCRETE OR CONCRETE DLO , \-Ili _____ ________1 INEALLATION DETAILS FOR REGULAR PANEL (f) INTO WOQD _CK SIBUfeTURES INTO WQQD STRUCTURES I 1 11 ______ --- I I -1. - . I F------- --,----I �1 I - I 1-1 I _ -1 `, -I ___ -- M I I I I � . : I , ; I SEPARAIL � I , —11 . � , 1 -_ s ` - - , , � L 'L : j I I - - I � -71 - L, ALTERNATE CONCRETE I I --- 1�, _j5iOO ANCHORS � ; � ,IN ____ C, j I � I (SEE SCHE: ,�, � ANCHORS LOCATION L � i I � L , (SEE SCHEDULE ON i ON . . ALTERHARE LEG � - .2 03, Q6:�,,. 11� I :� . - __- �_- - - , L': 4 1 ��7 1 i � lm�- 4-.8- (W) EXISTRIGG WOOJ). � - tOCAT*Al CONIC ETE ANCHORS -(SEE SCHEDULE ON . I :�� I SHEET I 1) � 3) f " - � ; 'It. Tl,k)� _' - ' I I I . tSEE ISCHFOULE ON EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) I'XISTING POURED CONCRETE. "I � 11 ,�. I SHEET . �,�� . . SEW ReQUIRED. SMC . - .. I - 7 ;�, , - __ ! OR CONCRETE BLOCK ", __ ji � r .1 - ,iL 11 --- �___ L777L ,� - ,,,, �1 �_ W PER ARL � 1� . :i� Cn _4__j S, .1 , " � .1 . " � r � I . I 11) LINGA, CMD, 7_41 ADEQUACY OF EXICSTING WOOD I I I I L I-, EETS 9 THROUGH 101, 00 CONCRETE BLOCK REQUIRED. ,;�,`4 I t I , �;� r, "I 1, H I -1- __ -11 � - � I "L, M.., 13EW TO BE CtTiTIFTED BY _,jlS_4_--d-,-,_ � 1, _,, � � � . , - Fwoufltv� 3I"; ,,, _-KnERNIATE LEG A _. I ��i , � � IT I - I .... I PANEL LENGTH REGISTERED ENGINEER DO ' I I .., __ :,I � 't ENTSONG POURED �� --- _Fa , , ./ LOCATION CONCRETE ANCHORS ;r, :, IrT111 -1 ; 1) ANCHORS j'L, L � , I�� I I - - - - --- 1 ' ' ' I ,. - 'L�_ h , - 14 " 0 I (SEE: SCHEDULE bq� , I SING ,* - � UL ,� , , �'_11%3� WOOD HEAPE,R� �',', _, � , , , �! r - 20 1 � - ,� - , ", " woo ' Ow I (SEE SCHEDULE ARCHITECT PR*R M SHUTTER I , CONCRETE RECIII - , REOUIRED . I - - I 1 I I i"T � .; I , , _: 1�f. ___ - �, v .1 �; , 0 1 --- -- -- -- 'L, NSTALEAMON, � , ellonn ANCH" _L , �1 ? � � �, I " I L I __ ON SHEET 11 FOR ` , ' ' � '_I'Mj,, - (D (D � . . � 1/4* � I I I I [ C SOX SPACER ko ' , I ,, (SEE SCF4EDU ON :� I � I _%,� "' 41��_� I , �2,,' (SEE SCHEDULE "___�'_ "I7 , - I- I SHEM 9 THROUGH I ;,�%, �", I , � , I - �___0-_-____ ___:,��, 1. ANCHORS ALTERNATE I - I : � f* ' - - ..—. , �� I - , I _. ,SHEET I 1) , 3&0� _ - I C"D ) - ,� 1 4'.11NEX ANSI," HCAD _��_,, L I _fo�Eo_ /.vAso, `E( SCREP 00 � I _ - � , - I `�_11 S� - w" w - - .= Ill, SCNE, OR 1/2" 11 I SHEET I 1) L )� " ,, - !. 1, 1/2- , - - I/,- . % I 1!t�' I , ""' ON - , . _ - .- _ " - -) : ,,� .9 =Wdm I� , 'IM ol L j - =L- OF It* SHEET I I _LLL-r - I . 1 4 L I 01", I - I I 1. I L, : � I ,`�,, � IT ,2 I" C ` - , .Ar - - -, � ; _ "I 11 r ; I L, M" I : �_ _ - I- I All I? 112'&C . .. , <1 L .. -t - .- - . L to a,��. ��,,,' � -- -1 - , _T - - , �` . �` 1.` : � I IT"DI � I I/,- ;;;= , " 1. E it ;; I � � '. , ,' , ""' - __ - CONCREIE ANCHORS , . � , ', .�,-, - I 1 2' 1 I WOOD "I R - __ - 2. % , ED � I � � , - :,',,.�,,., I L : I �� SCHEDULE ON , . I I 11,4" I - I � - , w - _7': =7_ I I (SEE - L; . ,�,�� ... I 11 W V�I � REQUIRED , i I I I - � i I -I -_ WOOD HEADER - 1 -- - -_ - ____ - I �� I Min � ;i I 1� . I - 1. I -_ - ____ __ I , I -_ r --MAX - -_ REQUIRED =Z= IM 10 I SHEETS 9 TNROUGH 10) i ; � , 10 I I ; I i � � I � t!' - : I L , ED ; � I - :7 I I I -1 . 0 1 . / " - . � L i �, cf) - " (I)- I 1 .. . " , I I I I I --" - - , I - - - I , I - C8 ,I . . � Wa ""G — I E_ D. , '�','? ,�,, , .. v M_ I i , I I M.Uiq i t """ ,,'? . � �. "".�,,", ! I � — ---LA __ ------ -'-- --r-L - i wow i i: a I/" cc. , . - " " 11 11�el I PAKL UENDINT LL , % 'C" V2 I ", I - - I I , � _. I i , I : ---- �- - - � - I I I - .4. jj � 1;;�� ,2' � � ��,.%_ I I F-::Lj -,@I 0 ALUMINUM SPACERS 0 1 . : 0 (�EtT I � E,D, ,,& � I 1'�;` (SEE SCHEDULE � I � , "'I : � L I I � � ABLE Ill It ; (SEE S;ZDZ ON .1 L , MY, :L � I � I ---,----- [ I �_, I I I I ON SHM I I,) , � , I : : = m I am"E4 i C, "I , , I I � i Min. I - � f � . � SEE NOTE I` BELOW TOP 0MOATIONS FOR , I _. "I I I ,� � I �'� L � I 1 --SH-4 Ic I .1 I I C a I ,.IN �A. 9 Mi, i - _10) , MI,,. 1) 4-L � � (�) I w,;',,:�:,,;��,�,�,��-';,,.,,'�., _. kw ;� TION TO � - _(�) I 11 1 [ �, �1 & satimiz to SEPARATION I : I PANIC L_ '' i�'� I I/2* LONG sLaVES. I" - : , , 'I - I SFPARA`RON -_ 70 GLASS _ AO, I , , � � I , > I L � I EL I �t LENGTH : p - , A, �, -1 TO GLASS. . ON SHEETS XNOTH I :z � (SEF, I =11 I I 9 ,f f j M Fultem im SCIAEOULE I (SEE SCHEGUI F (SEE SCHEDULE (Sa- L , I SCNE;G,vLz i ,/"A,�', - 104 GLASS 9 A to 9 l : I ON SCHEOLIF �f '6ANLE 0 OR I L ON S-EE_T 3) SPACER I ON SHEET 3) ON SHEET 3) 1 SHEET 3) . - II MATE FID -ANE1 MATE sq. am ! I I uPwo CAR Tm-w) 'UO ON "I'v .0 I 1, 1 1 :-. � cia,va . — 4 1 , 111",;B� ,", f - - .0 : I � rs iL if - I AT U. 'L' M... i '11** : PAN I - -� iSEE SCHEDU i i I I i � I ON SHEET 3) 1 AT CA. i EPARATKIN TO GLASS. 'L, � qkx 1. I ..I. ii� lv_._�. I .. s, 0 � , SEE SCHEDULE ON SHEET I 1) P, I " 'A, . i I PLUS f _/, , - - -_�'F - f. fslx SCHEDULE ON SHEET 3) - � t 1 : : - - - - M " - ' PANEL LDCT14 I -SHEET k)- A, ' L �Lm Fai Av� I w-PNE. I j � I :, PANEI LENGTH y , I uiVIYTi,WUP r I I ! , UNMH tMOR T-5) (SEE: SCHEDULE �, I UWAT, CMD, 11-Cl PANEL LENCTH I I I, -� - I - I I 1`� I Ple mi.. . A , I 'L' MMC I., - ____ I ". 4 I 1" mox, .- - I `-�� I - - - I AT � I - m ��_ .. 1 1 , I : . , , -I I I,M, ,D, FNeo 1111 51HED LIE CL I I- I ON SHEET 3) E cost-tyr, .1 I SEPARATION � - tl� ! W., i (SEE SCHEDULE 1, I E1AfSTNG I I - i PANEL LENGTH ; ualm, CHER 7--n ON SHEET 3) I I --I ON SHEET 3) -4 EXISTING I I � =rl-in I TO GLASS, 1 2'.4, Wool) - -- i - -_ - - (SEE SCHED LE _'L C To CLASS. ! - ,I ____ il - 11�� -1 MASS I r_(SEE SCHEDULE -- i - REOUSFEED - _VIL - Y - 1- ,,, ON SHEET U Ell=�A. - . ---I 0- -1 SEE SCHEDULE - - - - -- -1 I ON SHEET 3) -,, - , 3) rL I __ I ___T___1 ; I DIRECT MOV ER I - _T I " �, I " SEPARATION 10 I . , I : . - - - _1 - U) IT G% , GLASS I- - I _11 GUASS - PLATE G�q . 1__._ _ __- _� � j� � - - - - I -6 I (DI _ ---."- L . I F� J) - i - �� i 11 j �.��,.,_,,_'�,"4*" t - I - I - --- - - - - I ft I El 3) - f 1� '� 4� " 5 � I _-L.- * I 1 L �Ar _ , ON SHE : OF v _' -1,/ OF 'L - 7� L, 1 6 1 < . 71, "' " - - - , "�,��,,4, It , _ �, � 7� V ��,, -�I',,�,,,,�.� ,, , 11 MAX. .L - I Mm � L � - ,,, - " ) .I^ 50% 1 1 - (ill or "' ,L,l�;��'�,��'�4l��l","",,,I� I L � I - � � f �,�. �, __� I , - '_� .. I [_� _ 'I M I FOR I PANEL LXNDTHS At 11 ! MAX, I - _ ,_� � I I ED% I I OF 't It C4 ) , I �R -Q-1, It Y- - ---- 1 � - 10 50% � T : - -f,5'k, SEE, TABLE #1 ON SH SCALE13/8 : i I ,_�,_, ,,I 0 12 I/:?,- Ox i LD , ,", . 11 I MAX� A-S.0 DESIGN LOADS FOR THIS NSIALIA11ONk 1 - ". 7 1 , , I CO _',� --,�� _ "A I Of %, � 11 or % I � 1 (4 M - I , ,,,6��-i� � -, MS ! , - L 9 , 1, 0 a ,I 1/2- DLC- _1 - __ I _,�_ i [ 1 i� __ 1-4 i � � MAX I � - Ea I :. a T2 i/2" OLC, I � _ __A� -_ - , 0 - "I - :.,;w_ I � I I 14 I t �� " _' L "' �.,�,"zL,.,--;"-"" i H �r I _1:j I I I I I � EQ 1'___==zT*_ I I , I 1_� - , - - , . a) I ; " - I � - I - : . I I . ; i I- ' -'-_ ,,t,-_�H, , I I .... I I _-4ti I 0 12 112- 0,C Z� I � � L7,1-j - - I = e. 4t 11 - '- - '- L ... ; - 1�,7T - ::: I I __.j 3/1(' 4 - 11: -_ DO FINISHA I - ,_ I _7 � - - _ ALLOWED I I Ell L, - -1 T .�w 11 t I I NEAC BOLTS - I "I _1� .,� ,`�_" ... I RS � , _____ -_ _____ - -_ � , , a I/'- O.0 C -0 ,I NCHORS I T_ . , - Y/7 � t. �, �ONCACTE NCHORS - CONCRETE I I F I I I , , : � ._1 , -1 L_ I ! � ED I I - I ,- - ! IL - - , 1:�j,, ��' - =,`� - ., I I E)CISTIN, POURED I :., - , (SEE SCHESULE Oli , I (sa SO Er. 0. ]a ......... ; . � � I � L, � ..', TS 9 THROUGH 10) - - -- ....... I L - 14 WOOD ANCHORS ! ** ISM I � I I C-4 CONC'E7, " . L I � �� " , , ,,; EDGE OF WALL OR S LETS 9 THROUGH 101 , - 4I " , , ; L- I I : 1:� - . , STAGGERED W/ 57VO i I I � 'L I _ _�_ .- --I _� I I I LAB S�. STAFF 1 2 1/8- LOW MO. ALUMINUM I . ,. . � I . -- - __ -1-11, !- LL _.___ - - - REQUIRED -1-1-1 �,�`_ � -- 14) IV -- 1�� ! I I .1 I- _ SPACEY45 0 6 t/4- O.C. VALID Poll � , � 1�1 - ]PAY BE 1 1,12' � IF, I I . .1. (AL-i. CGNDIDUH) .,.,L,l . _� . L 0 L.;., , , � ' I , ! I (SEE SCHEDULE ON -_ � i -L "" DUSTING POURED CONCRETE ALL DESIGN LOADS AND PANEL -� � ,X61 WOOD �� _ a/ z; ,\ J - - ------------ ji—, : : ! F I - I - - I �;I "I ��; I -bR comclEm aLocx DRSTNG POURED CONCRETE , LENGTHS PER SHUT .1. . � , L � �________ ------ I - I � SHEET I 1) wrim w-v I I .. I - ---- - - _ . 2'�' WOOD "!T-- I WOOD ANCHORS L_ I " __ L --- _ - - JtcN ...RED REDWOOD L L I I .. i I I I'll . . =.1T1%.6A=CT1 - ,.", __ - - - __ - I .:tF7 110 CONC ANCHORS , , , __(�) I it WOOD ANCHORS � d I . I " INS= IS BETE __ _,_�', RLOUIRED. OR CONCRETE BLOCK 2,�41 WOOD � 1 *N=, I � , I 11) � - , :.- - '_� I I! � ?SEE SCHEDULE ON � I , L `-� I I L � I , � i - - -UNITED 10 A ONE Maa "I'le", I , I �'j - �_ - ,_, RZOUIRED A M04 LORD ALUMINUM SPACERS 9 - i , , I- , ' : ., � I I I (SEE SCH1110 ON .114" -- - - - - SHEET ti) Js 9 � _0� PLATE REOUIREb � " ,,, � WOOD ANCHORS 1, , � -X4- WOOD SHEET I 1) a " -L, - -_'_:-�-1-_ ] (SEE scwixu - ___ - -ED, L - - _ I - OC. ( I .� I 11 MIN. SWARATON TO GLASS M44!9 � : , ; I - - S THRO ON 10) _ � CIO SHE , , 2 1/2 SEE TABLE P ON � � L STAGGERED W/ SIIUD I ON M A I - PLATE REQUIRED : UGH � ' , , �_ 1 '4 �'L ,,._ � 1 SHEETS 9 C, I Oj � '. 0) ANCIOURS GRAG THIN 0%ft CA ____'_ � I, � I � �', � (SEE 9CHCOIULE ON f low WIMMILS.O.Ww , - , - �__L _1 PANEL OIL PLUS) M`ALL w HOA000, -1 - GA I 11 .. I i r THE i ,�� - . I , = r. ,,, .!C � I � I � � EaMouto WITH, I DHIS IS A 710STRICTION MOM 12 1/2- ", SPAW4 AUOWT I . , ��: SHEET I I � i I i 6 ON I -_ -2, MIN. - - _1 - -, � , " � - zi_� - I : � ssm In. I 0 a) I I I I (1) mkwvm ASO DEMON PRESsme I 4 1 CEILING AND % BUILD NTING W-ALL MOUNTING /Dffi� WISPACERS &OR . I I I . ; L � RATING IS .8% -65 C,A.I. 1 (3) VAIL 24 GAGE PANEL LOCI" 6 UNITED TO FA_ AT ANY ORGANIC I I elan - - - . .f, k I I (THS * A RESTRICI FROM LARM PANCL UWENS ALLOWED ON I I U) __ � (2) MAXOMM SIONI, PA." UENG", IS i sol MEET "). I ; '. I WALL MID IRE MOUNT I SCALE 3/8_,� SCALE 3/8-1" SCALE 3/8-1. I � . I MINING AND FLQOR MOUNTING L. ICU � "N11111i 6 It F 2UN (3) STorm FAND, my i ALMINAUK-M I (.) I Utr I i ADD AN DWINSTAUATION 15 MMT=00FMAONDNT PA SHAM. BE AS WOULD) ON I 0 j1r ALTERMIME-M ALTERHAIMAW NO WOW rRAME WALL. SCALE 318-l' i SV*A=L0 FaR WIND ZONES L I ANO LOW SPACER CA ITS ONLY I j I All VITTORIO) BY ASIM SCALE 3/9-l' SCALE 3/8-i- C-ING STAIMARIT AND tit 2M (TIA 11"00 OF THE FLORIN, I I ,pAa..H.p L. (n I SCALE 3/8-1� 1 ue) otsuituilloi WIND I i i qe MAN zom " 2 - PER NCTI, r i I sulam Rom I / &ill I "), ;,, �� :, ��ii I N.TI ," i i I � .1 �N,'. IHHN1/t111j1;11�x L_ .. _. _______1 IA,j0M`IDNNjNt�N` ,�-.L-"---.--L---.�,----".-----�'�"--'----------LI ,#,`"1\�I:E#v,q, `- 0 ,00� A. T w " , I e, ,;�� ....... . " xnm - TIZZIN", -1---l-1111-11- L- . -.� ,/, . - ___ , L -, __ I � e , I � ...... ........ . .' I � . , . / .1 =3 . .. � * NO� 44167 : S I ,P�� -`v - --- I- - NOTES, . v\c se . , . FLORIDA BUILDING CODE (Non High Velocity Hurricane Zona) N.QIL-EQB--CQhi5giATJQN-DL-iLglh W x 7 . = FLORIDA BUILDING CODE (Man High velocity Hur cone Zono) � .� \CENtil_�?\ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I 2i � � - - . ' - 1, INSTALLATION ARE ONLY VAUD FOR MAX, A_SD -_ . ---- - � 'z - **E Z .. * 1 I : 1 F No, 44167 . .. = 24 GAGE GALVANIZED STEEL STORM PANEL I - TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (o-ILl) AND PANFL'LENGTHS . � Pultrz, - 24 GAGE GALVANIZED STEEL STORM PANEL - < I - 24 GAGE GALVANIZED STEEL STORM PANEL w DESIGN PRESSURE KATINI.r �P.S.I) AND PAINLL UNUIlia 2 * " . = w"'ItIr I- 75.1-- STATE OF - - ORNIN BY - . a.44167 - .I= I"TaK. - I AISTALLAITON ARE ONLY VALID FOR kW,. kS.0, wm TILTEM W. * " * 'I � - = . - - zz- s E s I 11 I * COM84NED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 SO,'- .1 .`Q� �. -, = l/n/m. TOP & BOTTOM MOUNTLIGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - 1. . * f --- — ./27/n INSTALLATION. 2 FOR NEW WOCE, FRAME CONSTRUCTION: WOOD 'I-,' - ___, v/2?/;KFhC WAY TO SUIT ANY 2VV) 1 7�% STATE OF5:�-� ' I GLOBAL PROTECTION PRODUCTS, LLC. CME. IFIC - �'7` � --- _ -------- ' I I L I E C 0 ,,, - \ GLOBAL PROTECTION PRODUCTS, LLC. wn, - I X - _ / 11LIECOINNIC." MEMBERS 10 BE SOUTHERN PINE N. 2, W1 SPECIFIC E.D. - EDGE DISTANCE j q'- STATE 0 1 1 L I E C 0 m c . \ GLOBAL PROTECTION PRODUCTS, LLC.1 0 COMBINED IN ANY ALTERNATE , 4,� � / _ .. _ (SEE SCHED LE ON TOP & BOTTOM MOUNTINGS CAN BE - �a";X__ __ � Am S-. 11 sTim, INSTALLATION, ,� . - - - � "I /-- -1 � � PZORIDII�_ .,-. .ESTWO * C,towomwl DENSITY 0 AL T' I TIALLM YXISTI-J. __rLRT_ _.- �� ----- , F 0�55 OR EQUAL. , P�,' '&t 0 R t� �',�" - - _.t,g'NCS"-B_ , Ler DAII, IL - I. 5 STREET . 1w S... 51 M`qw U , ,.0 11-T FIUR- . ��,� ,,, Mile S / - 44, , --- ANP - - . - - - — R .. , 11- -1 / .. - .� - - — . .1. z SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY ,,) 1"" - A 20-i75 ', r"AlF,"' DAIN -- ` �" 5 ., - .4 ._1,.r,L FAIL- NC,,Fw_N;7 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ....... _ PIPIAL E_)�Nlct rm: (� I "Issailon "', / . ow=ntk F_ ol.).-C,P, 20-17 ,7 - 0PAT"I'm PPO-T Y�579` , INSTALLATION. N, 'nmm - _ - - __ J DRAPING � MEMBERS TO BE SOUTHERN PINE No 2, w/ SPECinc L""NAl t A' - — �._� �.��_ DRAWN0 . 11 - — --T -� __!!�- < .,/sANMU CA,`OlEC`I9 _i. I — I - I 111/4Yj#jjj,jM0wNCSxAtUPE/vwm - ,10(te`n` _ AL scml,�_LAE/mm CA-DOW719 rittimplatilK -"Tr *A I i - ".. woo s OF 16 DENS17Y OF 0,55 OR EOUAJ_ I ",To , ITLUT .1. P. , i � ______ _________ I--------- -_ - 1 I—- LL -1.1 . 01 It _j I X , -I — �� IT Lol"ll, =� ,� tlaft ill. P11 , it g IIL+jv � I L - - I — - I I I I 0- SHEET NO. SH 1.3 I I - _�_ I - I - —------.-, END S EITAILS, FOR INSTALLAT-19N IN CONCRETE BLOCKDOR WOOD SIR Cl� TU(�U: YALED�FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANELt;SYSTEMS -_ . -if ) 51�$I,.. �'. 1_-._..F�' POURED cGNCRETE. 1 0 i OR _ CONCRETE , BLOCK OR p• . J- , .t493' 31C3 H-,+ OR 2` ( FRAME VAR 11 BO63-T6 ALLOY Calf ALAI ® & 0 "�" Mmt"1i T✓ECU'NtEO ,. ANGLE wTMTI�{'r , 1 3/+ T 2MLn2 TA -CON 0 2 D.C. »- . _ - t`,� 1 BLOCK ORR2• 44' *0CD FRAME POUR@ MREIE, t v r 1/1'. , i 3/`' TAPCON '� tl } C1R{CREIf 3i0OK 6, r i-1 ANOIOR 4 lP D.0 2M1/2 (mot I,. REOLAREp t - )': 2•x4^ wDao FRAME %C __.. Z; OR1 ,y,l , 115 ✓R,LW11E9 6 - '� '^'C .. "frt/+ OAP 7_171t_/ ��TERN4 c cuT'7A+nEL , ,,..-. , 13✓+' p .. 1` I, ' E LFdi LETOA ION o ist. AR • 2. , 7. 3 i a5 ' o a D. J t2 C v YE AR s � r f �• . ; .. Mfe. 9O4 L 4°13T M- x � ALTAd. W#1.E OR 1 9iR! 3i B$ ri ' ;j 3 ... ®.r .,o m>r ss j - I" SHEET lou'REU t'OIR:RETT:. NNCREYE (. T M$TAl. AU1M CENT PLATE BLOCK OR 21A' tAI3D Ft+A#£ 2" K +' # 25' t- `7 — .'� : ••""`. ;ryw 1 RIou'A O Sq$5=i'8 NLItY ii 2 1I2' - E ,: l� .. ?' ... !'y _�S d. '�, } Cunt. ALMA, AMPLE / 6Nrx. ' 'f/+` _ .:'y ! i Max. CAP \\ If L^' OC 3145-N,r OR 6083-TE M10'r W/.NGANLR Cant AJurn Ardat-L CASE A (PLAN) CASE BPLAN� SASE C PLAN CASED (PLANT SCALE 1/4-<I_ SCALE 1/4'-i' SCALE 1/4--l- SCALE 1/4'=1" ` ._-. _ -. -. t $',A,'$-SEi &$ CALK -IN i ELCO ' I M1DAW C1JIACRETE, - EJTISTNiG I. AT-'FQit(i,' O M'O0.1tAIE -e E'tE, � � ...- 1. __ ', S .lj+ .0 •`:i ''JIB CONOREi{ BLOf]4 JYOP. BOTTOM OR ` P4NEkiE4TE PttliS�E 1 (MINT PAN0. - CONCRETE [6..00K 0R' vARIES� \\t j� 1 rl,. FRAME04 rREQUIRED AS AP XASX N6 _ rCSUsf+'DULE t#i 9 OVERLAP BE'fONO - 2`zA' N'OD,i FTAAME 5" {py„ Gr. OPENING WcbTH POURED CONCRETE; CONCRETE REDUTIRED I` _ .;� Iw„/ z ... ;r*:, BLOCK AM 2'Ka" WOOD FRAME t REQUIRED i �. "� .. q V,.,,+... t A" Ucx g I .; 1. "� t f 'a_,x_-� r v .1 ,, j_. ,I "-- '�`"'• i�R t vS' , t SEHI W/ AHOHOREO FRONT e, N�'dv,."��J✓t ..?.}R&w fUT FUNOES P 1 s0 VARIES Y' "`� 5' M'. I I ,1__„�' WALL (NEVER CUT E190 PANEL x BO. DISTANCE "R" �q'a.�--- tRAFti r= r-R I �:�S.s.t_____,._ j C S G PLAN) 1 ' "aR r. ::' A T1rM'yy,,, / t;, ,, SEA€,J#;; L60 . � ,p;�yit. '"-_-- •.4_.--_r rM a a• a.c : _* �(r' �(� ''• '�,gsr VALID FOR URECr NOU7fT INSTALLATION ONLY & .• CERTIFIED PANEL )NSTALIATION AT WALLS WJ '• SURFACE LEVEL VARIATIONS WITHIN 3/4" No. aa7I;7 _= 3 I * : * > FLORIDA BUILDING CODE Non High Velocity Hu icons Zone SEE (PLAN) SASE F {PLAN) _ �T 5 F .- _ c2Dia EW LNG. FP. 24 GAGE GALVANIZED STEEL STORM RAVEL . DAA_ s". SCALE 1/4'-I' SCALE 1/4--i. ',, G'.j. �LOR117l'` 4r 3r ,Se/I f"I ( (� lac �'i,l GLOBAL PROTECTION PRODUCTS, LLC. a/2IIKM� P ••rrlF'1 I 4 x •'T - RLU TEST7M0 a pA41 r.4RIN0 (7aMPANT 46a 63Y, 5t STRIUM nAve, n. 't . MP. 4L. e" _: a:1 sPa r.. R au.: 20-175 TO Pa . -C1W1 m,-LAM .re, ,. AMkt M1..+bT PFv#1E (aS4}g60-T3+6, FAO- (RSt)eES-E7a7 " ' Mwr6 DRAW,NB ND:. L_______. i_9 N,�ptia TIME. Aw RE SA,1SiIN0VMC1I U CA-aun 1 x wALtFA A 15„Ut 6e, PZ. 0A sx-±a'x SNKCt 8 -' ib L-1 1 A - --- - MAXIMUM A.S.D. DESIGN P-RESURE RAIING (12.s.f.) AND CORRUP00INQ MAXIMUM ANCHQR SPAQN9 TE (VAUD ONLY FOR PANEL 0INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MYAS D. OWN ON 5iES B & 7 KN)tM1MA40NOR5 SPACING FOR E.D. AS SH - APP Ge AM M DESIGN PANEL TAPCON LAG SCREW PANEIJMTE WOOD BLtSAVNG PRIS SUCRE ALTERNA }$ ANY CON&NATION l� (P.r.i.) FEMALE tD FEMALE ID PLUS DF THEM (n') 13, 13" SS- 13" it iW (TOP) 13' i- tb' ___ _._ 13' 'r _ 13' 'iW (BOTTOM) 6 1 2` I 6 1 z° / 1 fi z 6 1 - _. 6 W OP ) TOR" - 6 ,/a __ 12 t/?"J 1 6 Ja (BorT.•) _ 6 _ B" ___ 6` __ _ @ _ _- _ _ __- (T_(L°) LESS ...� __ ,�_ sw Bar oM ( ) _ ..._ B - _.. e ._. e' _.- _ 8 i - 3 13 13 t] 13 W 9P (f ) 443 -45 - �_ 43 i..' - _ 3 - 3 -__ 3 _ 4W (MOTOR) (BO ) Er I.F55 3 t 3" • J a r f2 w (TOT') _ 13 73" 15' )3 E _ (fALRIM.i , _ _. $ f. 2 / 1/ 6 3 J 6 1 2 / _13 _ 5 1 2 _- J _ 6 i 2" / W 1;; �� a _ �5 _ ,�' . a 2 J a f 6 1 2 _ _..__,_..-.. ( ) T- �.._. it,_+. ..,_.4 T/2" + 1j3..- . _._ _..—._ F �. 3W (BOTTOM) f2 f _..__?-__.._. (TOP) _ _ _ _ _ ._., b t -2 AIN BOTTOM • SEE TAKE #1 FOR MAX. A.S.O. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 15 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET S MAk. A5.7MUM 0. DESIGN P RATING E (Pa.K) - AAA7RM UM ANCHORS SPACING FOR E.D, A5 SHOWN ON S7##ELTS @ & 7To APPLICABLE AL/IER@t C 1,WI OF �NEEU #TAT PANEL. LENGTH (11.) TAPPCON FAG SCREW PANELMATE FEMALE ID PANE."TIF PLUS WOOD BUSHING 13' iF' 13' 13" 13.iN (TOP) iJ' --_ 13' - ___ t}, _ -- i3. � @.- ,W (lxlrtal) 2 B 'IV I 6 1 2' / 5 1 ' / 2 b l 2' J B 1 2" / W OF ) _. - 7" ..__.__ '-6 i/4` 12 1/2' @T _ 6 1/4' _ (BOLT.•) 5'-0' LESS 7 , Z / B OP (TOP) _ _ 7 7 2" i 3 _ _ _ 13, .. -,-----,----- 3_ 3W (T 13, i " J > -4S +^4S. To +73. -75 - , 3 _ -- - t 3 ---- - iJ' -- 1 3 -- 13 4W CN @OTT t ) 13" 3 3 3 SO" W TOP ( ) _ _ __ i u b 4' _ _ 1W (BOTTOM) BO _ 5 2' 1 fi i 2' /t2� @ 1/2' 5 1 " B S 2" f LW CP P ) ---" � .._. -- 6 I __ _7 1 - 12 3 .... 1--., _# f 5 1 4"IL + 2 5° s' 5 t/i8a`a / 2" 7 , 2 f/ I .�13, -_._. �.._3* _. __._ ,3' /3" SO" ' SEE TABLE #1 FOR MAX. A,&O, DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS USED. CDRRESPONDING ONLY TO ALTERNATE 2W ON SHEET fi TABLE-li.A A.S.D. DESIGN LOAD lAAX MLIM PANEL LENGTH 40 PSF OR LESS W-6" > 40 PSF TO 50 PSF 6•-2" > 50 PSF TO 60 PSF W-10, A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS & W/ 9 GGdTT,YEiy,'j.1/2` D.C. (VALID ONLY FOR PANEL'eJ1 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX- AS.D. DESIGN PRESSURE. RATING (D.w.f.) MAXIMUM ANCHORS SPACING FOR MIN E.O. PER SCHEDULE BELOW ro aaGABtE & 1. NA7MMUN PANG. LENGTH L` (N.) MAX. A.S,D- EEStGN PRESSURE RAYING (P.S.F) MA70KABI ANCHSIRS. SPACING FOR MIN E0, PER SCHEDULE BELOWAPPLICABLE TO Swtm & AhY T*N OF THEM MAMNUM PANEL LENGTH 7' R.} YAPCON SOLID -SET PANELMATE - FEMALE 10 PANE'6MATE PLUS INMC-NNLiN CALK -IN TAPCON SOUP -SET PAIELMATE.... FEMALE 0 PANEi.MATE P� 7JAIAS-NNLIN CAL( -IN A W m 4'{e1a7F CO W fL,M1iEtE W T ICORCtiEJE TO WALERETE� CDm:REn OLDCK m COI/HfYJ)W1 m Q'dCREiErj m N. tO W NNCEIE I W m W4mm TO 1 Ill 13' i3` 13' ,3'x t3` 73' 13' 1]" i3" ,3' 13" ? mp) 5'-e` ES LESS 13"-! 13� 13- Y3" 13` tr 13" Ir 13' 13' 1f2 t (ice) w-@. OR ,3"_ 73' 13` TJ' 13 t3 ?J' TJ` _t3"--t{_ t3" i3' "{ t 13' tl--i S' 13' iS' _1J' 13" 13' 13" 13` w 93'_ i3' 93 Y3` 13` ^t3"� �13'_- 13' t3'_ S iJ' 13, 134 i "Y. 9-3 13 13" 13' 1-`.__._ I 13" 13, -13y„_f _ 13 t3" E- i3' -13" i 13° Y3' 1 (BOTTOM) 2 ( ) -2 (90T1t7Mj 3 (TOP) 13• ' 13• t3. 33' i3' 13' t7` 13' 17" 13- A 1/2 1 (IiDtT{RA) 13` 13" 13' iS ,3' 13' 73" 1J" IJ' 17'^Y7 7J?' 2 (4 ) 13' 13" 1J' 13" 13" i3" ip,` f3' 73' i i3' t3' 13" 13' 13• 17" 13" I 13' 7- 13" i3' is- ?i IJ?" ti- 1/2 _ ? (84gFiOtij a {IOPj 5 B 12 1f2`,2 8' ._ i/2.6 1. tJd _.r B tJ#" 8'__ 1/2' -12 i2 ill r2 ]J2 1. e, @ 8" - t 4" a -J ,.,., a' +" B j, 7 1/2" 3 (BTdROM) 4"(TOM) _-..a., 6' ....5 1/21 ,2 1 p J2 8 614" J a' 1 "" 6 4 J $ 1 f2" 2 T ^ /2. a 2Y 2 j. 7 i f2" 8 - (` 67 f 4" a 6 t 4' / ! 3 (aLYL�TTG) 4 I t43.45 "-IRS 6 ._ ---- 13` iJ 13" _�.:13•_ _ -- T3" i3 I _ r �: __� 13' t3 _t3' 61/4" 13" 13 13` 6. 1/4' ®. ' _-.._ ,3' 13 --{r -µi3 6 i/4'61J4" ._...__. Ti'7 13 I.-. tA: a..... ... ttt -. iJ" 13" i - 13 13` 13 .1- - - .• 6",._. 13' t -3 13" - ___ i3` .5 t3 ^.. @. ___.,_ t3" .- .3 53" 61/4" 93. 13 i3_" 6 Ij+ 4 (BOTIOM) _ 5 (1GP).-. @ _ tBO. M) 6 (TOP} 8 AOTr<"')' #.pbr0-+5 -65, _86 B'w .._. 13` tJ 'IF-1—t3' - _ __ 73` tJ _�_. '_.,. __ 13' t3 � 1 / 6 1J#' _ 13" 1J 11 G XJ+" .wS. _ 73"` T,3 t3" 8 1✓+.fi la 53- i / tfi"' B, a3" : I3 . - _ t3' t3 93 _ _ ® . ... L3" 13 13 1 _ - _.__ 93" t3 1J" ` -. ....y.. g _.._. 13" ,3 13' 6 9J4'.6 _ W it lJ 71 2 J t t 31 ,%R tf+" + (SOFFOM). @ (TOM)... 5 84TTOiA (.. ) ` Bit } 6 {BGYi.•') 'a, 1 5^ 13` 10 1/3 Ir 7' i3- 1 7- 7 1/2 ,5 5 1/2 13, 4 i/2" i (TOP) 13` i $' Ir 73` is, B 1f2' jr s ,/2, 9 1/2, a t/2 13, 5 1/2' I (TOP} T _. ___ 13` 13, 13` iD 1/2 iJ" 13" 9 !j1 �7` 13 ` 9 1/2 ,7 ,37_ 10 9j21 T 112 i 1/2 - _-- _ `3' �- i33_ _, 6° 4 112" t (601TpA) 2 (tOP)� _.a,T..,.�._ 73" f7 t/2' __iF_ 1T t3 13' i0` 93' t0" - 11' c /3" _. I6 tJ?' i. (BOTTOM) 13" _e' 1r 13 t3' i t/2- t3' 9 l 9 1/2" _8' 6 ,J2' 13 - i2" 2 iTOP) 13" 7 1/2' 13'_ 13' )� %0• t3" /0" 1- g' 13_" ig iJ2' 2 (@OTTOM) 13' 7" 13- 7 13- t3- I}-9 1/2 13 4 9 1/2 10 1/2 7 1/2 •3' I6 ij2 2 (BOTTOM) 13' ( 7' 13'-I 13' ,3' t 9 tJ2 13' ? B 1/2 10 ij2. 7 1/2 '_3' 6 t/2' 3 (TOP} 7p ti"$' i3` 17 11r 13- /J" I t0' iS f0` 11' 8' ,3" b I/2' 3 (TOP) TO 9"" T' 5' i3" 3 3' I 7' !2 1/2 B' g` i3' ,2 /2 f8 1/2" f—_ 13` 8 IJ1/+'16 7' 8• 13' Ip. 3 f/2" _ 9 112 12 tf2 L6 1J4' 8 . 4` g _. 13" 9 ij2. 1/2' 5 1J2'I 10 1/2I7 3" 4 i,t b i/+• B i/2` 7 li ", 6 II4-.3 3' $ (8017 Mj + (7i%') A (6OTi014) b (TOP) - 7 1/2-: B• 13' i3" 13' _ 3" _.-. 6 1/2" 8�]:__T_t�13' ,7 ,/2'ii 8' _ 9 _. iJ_y Ile I 6 73_ tf+ T' b• 13" 13"10` 13" B !J+' - - ?O` ib 1/2, 2 1/2 b' 8` 13' 13` t3' 12 1/2 s' �_- 4O• 1O" 6 1/2 4 1/P t/ ,1 I 9 5 1J2- 8` _. _ 8' b t/2` 6 1/4" 5 ,J2•q 7 tJ2` 73' __ 13' 13' b iJ#` 3' - b iJ2' 6 i/2" S 7/2" 3 (BOTTOM) # STOP) + (80tT5•M} 6 (iT'9} 5 (ecYTOMjt3' b CTOPJ81/4" t3' } 7' E5',3'10 iJ' s_,13� tj2" 13; iJ' 6 ,TiF 9 i/2 7' 6 iJ4' 5 1 t3 ,. f2` 1Y' s Y" iO TJ2' --(-�11/2- 7 ii2-'y1-5-,J2- - 7 1l2' - t3' 13'_ b t/d'T6 6 i/?' 112, iJ+` S (DOTTOM} 6 (TOP) B (BOTT.'"}. - i�6 if4" lJ4":6 ij#` B 1Ja'. - - - 6 If4 b ij#` 6 ( i1T."} Sm sNm 11 :OR ANCHORS TYPE & SPACLND FOR MM14ATNNr3 INTO WOOD WOW OWLLVr M 0 "'IMUM ANPW SPAC M AND IANMVM EDGE WAKE ARE THOTATED ON " 9C11EDULG FOR E.D LE*uS THAN MIDUED DN SCHEDULE REDUCE ANCHOR SPACING Of Mw.TMOMM SPACWC SHOWN DN SCHEDULE M THE FOLI.OWIIG FACTORS TOR A46 OPERATION TO BE P05SIS(.C. REDUCED SW MD MAIMED USN' FACTOR SNW NOT BE LESS IYAN .H WM SPACM 1A9yWO FOR EACH ANCHOR TYPE. ON THIS MIEDUUE ye. TOOT 1/44 4/4*.ij4'r -11 ANCHOR TirrE � TAPWN rGSm-Sir -F P - - - zo-Ami R1 DMA-« MINIMUM kw.Noi SPACM (I,.) 3 d 3 3 2 ,/T 2 1/2 ,u,TDawrim6E (M.) 3 3 ,n• 3' J 3 I/2' 3 IXSTA"i X"Ll tE iaoi 5 s YJ2' 3 t/x• a,n 3 5/Y.^ ACR3AA6 EDOC DIFI NFE MO.) FACTOR i I/s' - oa aW - _ - - eW 2 ". y 0.ra ar5 .W - so a 'Ir- i W , W - ,-wI ?aa '" SPACINGS ONLY VAJD WHEN SPACER @ IS USED. SEE T,f18LE 11 FOR MAX. &S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ipS USED.. 0 AS:D. WSIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS e'-B" > 40 PSF TO 50 PSF 6'-2` > 50 PSF TO 60 PSF 5'-IO" A MAX. PANEL LENGTHS ARE Dh VALID FOR INSTALLATIONS W/ SOLD SET ANCHORS & W/ SPACER AT 12 1/2' O.C. - ... -. _ .- - -- ..... _._ ...ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14. 13 &I 6)__ 3" VAX R-1A/13. R-2A/13. R-3A/14, R-10/13. R-28/13, R-38/14, .M", �. . I' EON., R-LAW/1S, R-2AW/15, R-3AW/16, R-18W/15. R-2MW/15. R-30W 16. 4).1(i) - -- _ _. _ _ __ __ . ._.. - ___ ____----- - - 0 0 0 0 0 0 L') -----I-- - -- -`T--` - }. � � ( f I M I i � ( µ l � �: Q i ! f i ) i t i l ; 3 I �.. 4 f it � i i p{ f I I F1 h I ! I f a {, 3' MAX. ," MIN ._____________ .. I-----"-- _ _I L/2 I , I 1/4"r-20i,l" S.S BOLTS W, T: 11 .lL. i j" (USE FOR PANEL LENGTH "� . _ I� MAX- I I!d OVER 7'-6E") I PANEL LENGTH ' ': `RECUtAR STORM PANEL 7 ____ REGULAR t_ __________ UFE SAFETY STORM PANEL = _ .. 1 7'-a• O +SD.O. -54D p...f. I _ OVERLAP MR) PANE. LENGTH BOLT' (W/O _ I f" .. _ -- _ _-._ .; . I p T A 1.15E 2'-W MIN. PANID LENGTH r A`r- I t - __ ---- -- [ _ __ _ . � � - �"• � S.S. BOLtS W - "� I _ �- A7 ALL MfkiNTMtOS EA p A .A VERt.f.P i I 0 E .. I I � . 11 - - � .... ... _] I—- _ I _ . __ I I - - -.I _.__ _. __... _._ .._ -.-. �, _. - I , ,. _. _ ,_._ ._ ._. ..___. .- - _ .- 2 I } L/ x i I 1 { .. . __ .... _ :.- ..._ _. .... .. . -. T _...__ , ___ _ __ __ _ _ _ , ___ 6" _ _ _ _ _ i._ _ _ _ _ _ _ _ __ I(3 Ai01C,liES AT 5T7JEf r I LOCADON O LIFE SAFETY !i + ! I 11 (;, :, : i PANEL BOTTOM CORNERS . P`-` 0 T ,. I i, D.IYL,. i—___� LL_ - _ x..OVERLAP- ;_OERLAP.-' OT~ -�- WLNG N� A7 EXTERIOR _ _ RING NUT AT ""--may LEFT{ PANE[ . � RIGHT PANEL 3' MAX. '1' INSTALLATIONS ONLY VALID FOR WIND ,' MIN. R-TA/13, R^2A/13. R-SA/14. �R-IRW/15, R-16/13. R 28/13, R-38/14. I' MBE': SPEED UP TO 170 m.P.n. R--TAW/15. R-2AW/15r R-3AW/16. R-281i R-38W/16. '.T. .... -... __..__. . _ __..-AWHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 44. 15 21,76).. -.._..-.-._.__ _ ._ _.-_.__ -1/4- MAX. C.AP ANEL) ELEVATION (t) ` SCALE ,Ja 111 REGULAR 2 6a7 { ] 1 REGULAR11 ,. ..., 1, STORM PANEL (� 01 1 ' VALJ._T'Y) t'1 .•' _ Awn 4 PANEL - _ ice! _ C,�[daH,l•,,r.ct2+l tI rrs.. .✓ c��"' t Je ``.F i r'__"_"y^`� _` __.' - -- FF =. ,2" R1'S�^;`TM- /7 ,ram ,'-' ; -- �'/'"> • , ryk �- GAP I twER LLC ,�, ✓� j w U E sAFEn PANEL s . * FLORIDA BUILDING CggE (Non High Velocity HILL icons Lone) "(,`, !L"` ifi pglDp k r St2a20lILii,L', NAO 24 CAGE GALYANZED STEEi STORM PANEL F.A. 19Y YR'j01i C I (', (} Eac, GLOBAL PROTECTION PRODUCTS, LLC. SECTION A -A .ems S. 51 SAFE Tamar. R, to 2D5.w OPN'"Y om14^:,-`isa Ter , pal ,l,_,A„ 20-175 SCALE 1 4"=I` / f 'L"°P DAME. n_ U31A wow. (96H)w_ 75W rAz 1.0 -B7e7 OA-ODO6?i9 el,1,tEA A MLR b:, P.£ ORS W, nK r Wuwrw ,.g P.E. SFAL,l4 TURE/DAIE m -7 »teEr +2 a 1e f4, 7 HS-TALL,4T19N DETAILS FOR LIFE SAFETY PANEL t IN10 P�.t' U,�2E;�G:�N�f3�IE OR CONCR��OG�•�ZRUCTURE$ 1/4"r TAPCCN EXISTING POURED i/4'0 TAPCON � .. ,EXISTING POURED 1/4"0 TAPCON.. ..__POST9aO POURED 1/4`r TAPCON E1DSnNG POURED ANCHOR a 9 O.C. �LOt+CRE3E OR ANCHOR O 9' D C CONCRETE OR ANCHOR g 9' O C CONCRETE OR ANCHOR DO' 0 C -LrONC.REi€ OR 11 �CONCRETE 3' BOCK 1, CONCRETE BLOCK > r,. CONCRETE BLOCK ,•4•: CONCRETE BLOCK > _ REOUIRED n RECUIREO. { REQUIRED. r REOUiREO. 3• _ I ,•,s I , 1f2 II/$. d i 1l2` , ft/4 ._ 1l2" I?Jf' 'y } TJi`... 1f4" M fi f hU)L r EO0 ;1 1 ED.w , 0If EO4 r 1 T ; .: 10 -- L_'.J �`..• It II 8 EXISTIN�C aI I I, i' LAM. i iF•-S ARA7WN-- EA r6t i t +•r-2a. r - .._ . / EXISTihr U TO L'USs. - I - a91,3 wi CLASS V. A,_ - I I F �__,__ i/••e-a>r Ica -tsh TITS w - - 0 n II EXISTING y -.11 I 1 IY-2W 1" Q f T---T'S.s BR.3 w� - I t AGri. 1 F ARAT d-- { Ih-SEP IOt x , AY-TAe1' lyl TO GLASS. J _ - - r G1A55 H_ i _- iS BOLTS w ,(j� -- C7.A55 11 .. 3 :._ L T - - AT EA R R4fE OR PEA __. - - __ Ai I 4 :""' _ _ d FA 04F3RW CLASS a :_ 1 AT fT O,OaN• .. - -- R � ., T rw .' - t- A nKAvdY t([pI It I I - g �` I i1 i 1 ifl,YDi, on r-a^j R '' - I It i I 11 _ _ I 1'7" `L' Mox. p H - j' r. -_ i "L'MAX-MA.II II I I _: _ f n _ MAY. i (. - i. i t ry,' MAX, H _ P N l PAN .. I K LENGTH P L T $ PAWL E E I t i ,. PANEL AN EL 1 CTN LENGTH R -.- H P 1 6 PANEL LENU'1 .:.. p I Y it 1 _-____ . .__ A110N ELEVATION t ( SEE E1LY Sri - i ON SHEET 2) t § H t 1 SEE ELEVATION I . ` ON €� 1 .. aFi 2 I _. .._.. -...-__ - _ _ ,% Il t M.n. #7{ .,._..-__ SEE ELEY TtO , F V N 0 SHEET 2 It t ) I SEE ELEVATION I d t _.. ... ON SHEET 2 � ' T it SEPARA bN -. TO II GiA55. $ i � It t (-` a. _ .-_ i - � ! i 11- SEPARA 710N 1 t II 0 G1,A55 1 4 II n 6... t- I i 1 �: l D __.1 I i fl j SS T .____..__ R __ .__s._,.__s 1 �> I ( Lj2 tN I I ,, G 1 I U2 f i -., I'llr° _ ,,F. I 7 M -. I E Q. I I E D 1 E D. f 1.i E: D t i" r ,,i 8 r lr I ,.i ....� ,:r," 1 ,f..< T , fR 4 L ,,. I !. ! 1. I R I. ED T -., 1 4Y-2AJ 4• I- ,:. fA'A..7p,d 3/A r. ,.. i _..: __ I.- _ / ,... E _.. T -. _.. _ f C I S5 1&]I M3, EO . i + �':S° NiK N.S. I "ire .-,# __� -�'.. -,` k: _.� .. fit:. RDLT6 w IJ 0 12 /2 O.C. t,� }... ea n W *,2 I/2 D.C. -. 1/4'0 TAPCON __1f4'0 TAPCON _-1/4'# TAPDON __ i/4'a TAPCON ANCHOR 0 9' O,C. ANCHOR O 9' OC. ANCHOR O 9' D.C. ANCHOR O 9' O.C. EXISTING POURED CONCRETE OR ; POURED CONCRETE OR EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR -CONCRETE BLOCK PEOVIRED. SECTtON R-1A REGULAR PANELS _EXISTING .. CONCRETE BLOCK REOURE13 ECTION R-18 },jFE SAFETY PANEL ___CONCRIE BLOCK REWIRED. itON R-,� REGULAR PANELS ...CONCRET'E BLOCK REWRED. SE�J�� R-2B O LtFE SAFETY PANEL WALL MOUNTINGS SCALE 3f6=01 NnIA,rl4,r' MOUNTINGS SCALE 3/8r1` iA ' tER A. 7JGJ.,, SEE s"V S 16 & is FOR i"w"s 'I'Mom1TFE �-• �4-F-�I TYPE & SPACA,NG FOR INSTALLATIONS INTO VPCW AlKw FRANC SPAoKA AND iw�w+. Amcisfe T, OD30 3 I fMIrWr,- COrioyit (1A,) o61aA:41A.rl 4sP�W.k � J g EDGE rAN rxisroA €CN O6rAn'OE ARE IUESS IEp ON INDICATED 17ADCPIG ON OD a REWCE uAcr oR 3PAG NG ON SCHLE. FOR E.D, LEAN ANCHOR iX MLLDPLY'ING VACNO SHOWN C44 SCAEDVLE By THE FOLLDIWNG FACTORS AORML WOE OOfiYiY ) fA49OR ,JIB TLC. OR INS Tk'MTON TO OF POSSIBLE REDUCED SPACING OBTAINED USCG FACTOR SHALL frill BE LESS THAN --._ _ __. .. - _ 2 I/2 _- __ _ - a>e1-- - -_ _ --GAO . M96MtAY SPACAIO INDKAiED FOR EACH I ANCHOR TYPE ON THIS SCHEDULE_ I 3- -__._- - ___ 3 ,n` -_ -__ _ a--r N Q) U) Ca N " U N Q = "0 a) 1L O O C-_ Ca-0n- .0) U a) (1) N N 0 U 70 -0 C= O 'L N O � O_ 0 � Cu 0 4--' � CU rr^^ CU p > Ln O u Cn a) i i Q 11 V -0 . ME cu= Yi N y a L r Q 2 d Q S O3 SA C*= r rr i , C Q 2 � IIT S , d Z w � 6J ac H a C r F-7 A. 14 z w J _.______.__.1___ - _....".-........--._._..._.,..-_....,...... ........-.---_....._.. ...Y. ........,...-... .._«....e.. _..-._.e.. _ . - INSTALLATIt �[ p T�LILS FOR LIFE SAFETY €PANEL Cif ! 1 !F S Y L � - �., T � DETAILSION F LIFEP N iNTO POURED CONCRETE OR CONCRETE BLOCK STRUPTURES INTO WOOD STRUCTURESNTQ WOOD STRUCTURES _._ , i _ t j4's TAPCON. _EXISTING POURED 1/4`r rAPC-W1___._ _ .. _EXITING PoUREp - 4 '-`'LL' _ ' ` _..„m;,.�®.,�.,q i. .� ANCHOR O H' O.C. OONCREYE OR ANCHOR O 9" O.C. CONCRETE OA _{lL--..�_ _ _ _ *I .. t I WOOD HEADER - }I„ W000 HEADER .i I wDOC HEADER -; __ _ _ w000 HEADER a .,i .... _ ! (, f. CONCRETE BLOCK r Tv.1. CONCRETE BLOCK = •iir i . R"EOIllRED {{ ,1 ` .._ . REQUIRED , i _ _-.A.EOWRFD RETWiRED y - _ _ _ D H ER _ - . k- REQUIRED. ,s.s REQUIRED. ' ,I i . -' - .4 _ I{ ;I _ - _ Q R ✓�OUIR HEADER Cn }B s!:-_-�-,' 13 -. "'9 ,r_ - t(+'r 7APepJ 11. :. '/4'r rAPcON - ..le -a 7APCDN+"r TAPCOH ' ">22-. --{2. -f'.- d. f ., ;.. i f'r 7APCOk -�--` - i +'. TAPCON __y �I j ! ANCHOR O 9" O.C. i ANCHOR O 9' O.C. 1 U ANCHOR O 9' O.C. ANCHOR O 9" O.C. -1 .. 1/2' -, j4- I -.i ': , f2" (Ili 1 . ; f 4 -{�� Ill _ - j� f i ,I it i ' O 9 D.C,. 4' i I CNOR O 8 O.C. MAX } 2� J �L 2J r {2- } i t�9�^,, ,' AFIGL+UR ' 2. 4 fie/ I H r , 1 iJ2- +... i/+ .1 'f3 1/2- Ic , 2 :1 n ! V (D = Et) „ I - Eu NSF. 1 C I t C I q t- 1/4' ", _ , 11Js^ f i1/4' t 2 ' >,1 1 ,.., I I: _,�_ MAX.. ) TIP 'I___' MAX. „ MAl_. -_..__ v_------ J 1,/4" i f2' 1 tiJ+• 1 I - - - -' '! 1 // .:<'=v;. I .- :: Y.. a 1 1 -. 2 {i i ` 2- ;.�I 1 ' 2°', 1,I I lr� �'' tdAX i "U%-- --I iiI ¢t l } �tt _ 1 ✓'r.„s 1 � F l/.f :.r. i 5 :r !; M,a i'. _ I P. .i Min. t #' Min. , ,Ii • I`, S 1 +^+, r,.y..:;r". I '. i i. 1, 1 ^,' • -'.{ 1 ^I'i"�h4'm, M;n. [ �� r ,.r.�.T..-. F7 y L I r_..._...._.,I )I TS ......_.......y I A, T1I 2" P,i I �/ 9 t" R T` Min. I ^" [Fd"-."." „ j . 7)) j pt T^'7 7 . {{°" i 5 I M I /.# xa a,_ OP IMR0 .._ _t- L.eS�i._.2 1 # i » L...i I � .w✓t, E..± j , 'Cl)I . I i --g ,1. y .:": ; 1.",�} I I/A'4-2a.1' k (j} '{ i Yij n 1 v -i '1f E%TSTi(d6Ji r -. -T;e aaLi9 �/i 6 . : 1._.. ks wars w I I ,M'J A E °^- i i I `.: I 4_' I__) , I._.) R ,..r'i 1 i..... L._L I ..1`'E�} `J GTASS n ,_. /,.: <^ 7 Ar A C R 9'4 %. r AT' EA. avatti H I R ( 3s 4axtt W n 1 ' I ( 1 +"r-.Sa"a' a - T ' *., °�./ � ,. m _- .r S - YLi+ciH Rot Y-0"T EX75TitXiSTT , i ,/4•r-20tlt• ! fl -_ ` . , q ✓. ] -.. ,,rk.aIT)iY4'wa2Oxi" u . . ,='T! C, O (Rj III i 7fs r-RAY"T N „C�' I -L, i 8.x Aais wry 4 (" ' .YL 1 f iIM,'Ia w 9 T/' - EXISTI'i1 I 7/4`A..aa,- _ A t_.%f 94 Aa41s W...8 1 GLASS $ 50. 1 y( f c(.AiT pI r AT 6. W' E:47s'.Us n - I GtAS u. ,, .Y l'T IV` I EalSnriFyllj '^. I Iw55`�''p t ' 1 1-1 MALrs w i it -. - - T � T i d FA. "', ■O , I -. a 1 y' _ P ,_ ., _. }: ,,^^:. : (u6E RR nY4 SASS j .. a '� -, Loo rot FMai,. ET L:IASs :: _.- - - - a G. aNt IL s" - . •• I i I ,r vs., RR L• Ir I .' f - 1• Q 3. Le4A'r,li �E'A Y#,r II --f f .. .. .. y tL :_ I N. i i i H _..! __._I r f E I, - . 1A1,OM tMR r-IT 3. { " I H , I E 3 :. PANT:.- LENGTH n /` ,... 6' PAN0. LQfCAII g '1 TI & 1 °L° MAX.. ii k.. 1 1 II l I ,...# `I." iLU._ it ,. I uDul1, ORR r-ri 11 t R t SEE ELEVATION I F{ IL_ , .J__ Y PA*YE1. LE7lGTti R 4 T S - i b - f L-"'= .-__ ELEVATION ( F! ...F ._ -__ _ PAIR Lr..HGTFA r%n. g..- -..... v- ( ___..�.-_. _...1 OM SHEET f?j U -. _ T _. __..._) 'L• Max. H ' - _ . P (SEE ELEVATION II ♦ i } PANEL LENGTH I dd -. -_._ _ _. -i1( PANEL LENGTH i... g• } __. /..__.. . _. ,,_ _ 8" 11 i 1 k °L" MAY. wn. ON SNP 12 F.._ EEEVA ON I t 1 I I I [i ➢NiE1 LENGT A I ' ON SHEET T2) I - ON SHEET 12 R I r PANrI LEN k, 9f Y 6" ^ It"SE➢ARATLOr:.. 1 R I =: -.yf: .�,:.--1 !(SEE ELEVATION IO f ._ r.. 4 j r<" -:.-- B ...._.;7'. ON SHEET 12 I -._._i (_._._._...� ) !I i '., (SEE ELEVATION 9 1 SEE ELEVATION i.L p TO GLASS 1 :,_` P,_._i 9 I :ON SHEET /2} n I ( ,1 I ) I 11 I ON SHEET 12) Y I A -t ---.I il. tF--� R _ .y- .. ON SH.,_: 1 _ -_ . -.1 I I a_- -, s' - y t' wn. I d "-1-- 3 I _ - eT`T 2) _._.i.__ t .I .-..i L -T 11 _r -{ - -/' -- _.i _ - l I iD !LASS. 1 _-' -F _: - r =_{ r-•, : 11 j !, u_ _ i' 1 Ei R I tH" --SEPARATION._ _. - - - 1 A {I I t ': I f 1 ;�--- Ir PARMA710N_.. I ) N i' M;n, f 4--C. I I r $--'X'I i _. _ i ;. I� / _ I _ �.� ry TO GLASS 1 U2 A SEPARATION_._._ 1 H �^^-SL`P ___ 71 I' AF I S- !-� U I I 6` I n GIA.S. 6, 1 R TO fRA55- 1 .--< d' I! TQ - S. i i �� : if SEPARATION -- iE -ice TO 1 .- i ( � I l I l i 1 i i "'_ , U? a -( -- ; 7 R I 0 10 GLASS. 1 EkiSTItAG POURED ' [ U 0 Y. 1 S .-� EXISTING POURED .. I 6 I .. i f -.� j _ u ` % r? I L i✓2 '� �j I 6' CCNCRE`TE OR % J`11. - Si CONCRETE OR ?.; f'- !. (._ tf �r ,�I - �x IR` _ d . __._ r ~L I - { __ _ I L i _ �` 7 (} R CONCRETE aLriCR '•: ,J CONCRETE OLOCka) =3 ✓ EQ :.; : t 1 {Q r e 7 ,/: _._._.._lfi f°G 1 i E a 1 4✓REQUIR€0. ,, < +' iP ,R' nc. REWP.EO. !!�. �'" I "HYP" I I sts � I L -. _{ , : i } �. , f' : t/ L ( FQ /r 1 C u,/: Dt f =-:. _ IRtfY ac - = I It - '� ", .. __ . ____ 7 EO • , w I : t _- 3 Cy. - i" .2 .Sz ri+Es f-Ms r ;3� 1.-j._-_-__..- I I - -••j i s yy p�O T "`" '_. }.__._._. _i :,`s ,�(, ... _..-_.!. 1 3 , ',..._ ._ A i 1 �:PS W. �.._ ',` - ? i .7 rf'a". 1 e t Y ._ £.- 3 1. I r.. ' 1 " ,r'-. it o s I/�aa-D .>-i ,J2' i s_wama 4• L, 11 a T .. _.._ _____. CQ _i . __ _.___L .__ ____- O y 3 ! i ._ �.�t 2'x4 WOOD $s wDs +AS -"-"--'Y'-_ �i f�: I .. fi C4. �.:.1 RiAYE .-: Ij': 1_ 1, Laa.TSW i[(( E 1, - 1 •• •( .. - ' § , r+'r TA ' • r ' T +"r T REQU(RiO. , q I i I 'e TAP r it i,'?C 3'.x# WOOD 2`x4 WOOD A I f CuJ4 r PaA ET MA7E W 1S _ l4 0 PAt E MA7E + _ _ `, PCf N (' IJ - , _�# CON 2"x1" WO iOD . ,. . I PLATE PLATE ANCHOR 0 12 1 2" O.C. ANCHOR (BEYOND) 1 AN,GHOR b 9' O.C. ! : ,: i ANCHOR O 9' G.C. , ANCHOR O 9" O.C. PLATE ,. , j; / .' , i 1 y C :+ I. - 1 4 0 TAPCOTI REOwRED ..j PEOULR£O •. . , STAGGERED WJ STUB ,.1 - , , r STAGGERED WJ STUD ..I ;} ( i'IC.DULREQ _,l 1 if4 Yr PANLIMAIE PLUS i/#"r PANELMATE ALUS y (¢ WALL MOUNTIN(r+'S a4" WOOD � I X 2"il4" WOOD ) ANGKAR Ik B' OCI f ANCHOR 4 i2 / OC, ANCHOR 9 t2 f Q.C. gp 1. '^ SEE SHEETS EETSS & P16 MR ANCHORS FRAME 6UR0WE III VAWkl FOR SCALE 3/aA l" I ' ._-._. ., s_ «�-..T.,-. PECILbRID R CW9RED "( -_ ` I'. .li .;1 ,.�'I V V v INST I �, .. _ I+'... MWIYLTA AFKJKTN S ACTNGS ANtl MSNIMW Fil'AE O2TANCE t ARE {N7NGT£O ON TlA5 SCHEOVLE � F.P LESS 7VLW ........ .....__._. .. ._. " N,DM.ATED ON SCHEDULE ArDUCE ANCHOR SPAGLRO SY ALTERN TIME R-2IIBW MULTIPLYING SPACING SHOWN ON SCHED_f 6Y THE � L. /�/� rL'T"K, r2m,I, FOR � OPERATION To BE Poss,OLE ALTR TIVE R-1 AW 14LTERNATtYE R-1 BW .� TF�NATiYE R-2BW �:L� . ..�F N L W REDUCED SPACING OBTANED L'S,N6 FACTOR WM L NOT BE Lr {, ��Vr LESS THAN MLN+WM SPACMO INDICATED POP EACH ANCHOR Q REGULAR PANELS 2 �II # Yi�Flyi3 r, PANEL �E � ��•r TYPE ON MIS SCHEDULE AALsi1111111Anf1T.!/j,/rr�rr'. - $ SAFETY PANEL ANpA011 TYPE ijtr 1/4'r ��i"N�,,.. v `AAA �L MOUNTINixi .M,iA NFN14rrI! — -PCwwre ' 4: ✓ SCALE 318-1- TT7 "14- COAL O SCALE UN�iNtrS WALL 3/ NTINGS tL ,, A. Tf("/ V,PMIN Pw@ a 3`: \NCEN3'F •._9 yn{ re /T✓'s lB 1 4~"`vGENBF trMIAAI. ANcr�L svrrw NJ 3 3 = FLORIDA BUILDING CODE Non High Velocity Hurricone Zona)i ��yY4:•' tA4NLf �' :? ; FLOR)DA BUILDING CODE (Nan HI h Yelooiiy HNrTlcone Zona) � - � N0. aair7 � FLORIDA BUILDING CODE tNon bR h Veloci Nurcicone Zone} wwMMV _ I -.a ! Xer.) 3 3 _ _ - - SCALE 1. s w DaDia Tn,Eco, ,x. F.r. � i 43ma 1LTECO, rc- Fx. X' 475;. * . * s` c2DRo mr<ca. nrc. rr. DMANo 11w iNkw a (a.) a ' 33 i/2 ' * ; * *• E 24 GAGE GALVANIZED STEEL STORM PANEL lAawry G, - - . 4067 24 CAGE GALVANIZED STEEL STORM PANEL _ a 24 GAGE OAI.YAN11E0 STEEL STORM PANEL Q g.,- 1, INSThLA11ON ARE ONLY VALID FOR A.S.D� DESIGN z :�F- __ DRAWN 01, 1. INSTALLATION ARE ONLY VA.UD FOR MAX. A.S.D, $7ATE DF ¢- � e°' JpWI Wa F!I@R)R :"Q�•'., STATED -•-. .$•4 e `N /24Tg PRESSURE .RATINGS {p:s.f) AND PANEL LENGTHS AS *: * f",., c-y,,,J arlarf2 a ;rLSIGN PRESSURE RATINGS .s.T AND PANEL ', F .9It_._..- - w/rAm I Ilr I'm ` or-• "1OR10"_ 7,4 ~ _- I L E C O Hac. ; GLOBAL PROTECTION PRODUCTS, LLC, aATE: P£R LEvAr(DN tlN sNE£t t2 .S s STATE O , > j C O HaO. OBAL PROTECTION PRODUCTS, LLC. (P ) col, toR1t _. �„ C O E c. GLOBAL PROTECTION PRODUCTS, LTC. DATE: -.__-- .--___-.- _.... __._ .,_. , TIP i; Im S.w. 9, stlom 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD r-- + LENGTHS AS PER ELEVATION ON SHEET 12 ,, F . ..... �� a 1 2 iJ2' 04t - ( ' vli^',`::C,.i ti TESTI a SN4tNELR C'aSAPA,NY MME FL 1A '2'�'•, py} 1'i -:'". .w - e COMPANY AWp Sw. 51 '411TEET Y r .. +BW $w. 51 STREET _. _ _.-_ -_.___ .. _ ......--_._,....., ,[, / \ - , kw ANx. [L rya. AD0. W WM a,Lrs¢ tt Oar w J� i% •'t m .• Y•6}"�'�•� AA rL A'. r p 4- �_ �-,M E i0 ER 2 E 1 S Kw xD: ea m. 5, i,w#wA rrroM:. rA 33?A4 - 2: OR NEW WOOD FRAME CONSTRUCi)ON-. WOOD rqf S/(jNA1, r5- t �,. y, ,a ILLIt TE9TLMa e1 EwDlwF PANT C F� yy3n Z N,L 3tar, 0. A ]fq MFWa'. ula 3- L>a0 I.m A+ NA(.. i,dA rY«,» P 1,w/ 4T,-,m . r.. P fmsi rn_t{T1 i+Nr, - (83+ 9*' - FAR. XascirrR_61y? 25 EMB RS BE SOUTH N PINE ND , W/ SP C FTC r M ,.,,,„„ (xDsl ari_isla . r . t.. ) m,_,y, wo.Dmr: (esalb$r-76u+. tAt €eOs.S s-srss 20 t 75 MEMBERS TO 6E SDUTNERN PINE No 2. W SPECEFIC rrANuruuilnL { ,I H,,,, ;srq >sl-,wra F.: MaL1411-1u, PSKaE:. (gsr esn-7 Fac (m+ge+N49117 20 175 .._._._.._ .. _. _.._ _ ._. _. __.... NIAr Misl [w "� � ..» w nr+ws+ / ,-mea myunrp.,r 3 1JY _^ a +T a,T a ••<e ce+M.wr. .N1. xe.. -aPw+.." wa amo: DENSITY OF 0.55 OR EOtJAL. ''i'AyA Vj .-..._...• G,,-oaDN714 e+:w aaermw CA-pT,9 PE seufRlr:r+arLl,fOAar - •,••.• WAdtt3t h 11MD 3r., Pg r 9W *i-ry '' . SllrPR 15 4AAAAAAC4 1n,REJQATE WARIER A MAiF Wt PC , OD ,7-te i.. uR URW'lyhNa:N PE. SHLTi ,6 la J F. - +s 7 • `r` c` "` DENSITY OF D.55 OR EQUAL. o. A. ssr.,w.s. wxg :xP;w >o,.n». Am aAANaM19 Na, -� kALQR A iILIIF 3r.) 7E z i nn ,i-i F. LL SHEET NO. SH 1.4 t L e G EZ1/18, EZ l W/ 18 ANCHORS ,,.. - ....__ -___.._._.(SEE SECTION EI1 & ALTMNATTVE EZ1W ON SHEET IS) .. S Max,,.._ -.:i- - -.. ! Mrn ,, µ .'=(SEE NOTE 2) tl IW4 � ✓NOTE i 2 Of F,ACH ENO--T----s.�.---s---7 _,--A---F-I-- ''''H j----{" _116'. lLUM,N{Y - (( )7)} - +-+---i- �T 11 �--.-� °OP RIVET ,.AST PANELtd To 9E INS-.- LL D AT EACH OPENINC. SHALT ACWAY3 BE - '! --I ._I { 1/2' t�1 f O tO O O 0• I I9�TiL3t I �0 d i oT- PROVIDEDT. W I REAP NAND TO FAI,iil'TAT'L INSTALLATION 1, INTENDED 1 1 I {-s ,' ! I_ i I •{ I I 1 Tfj rNST tat" AtLEO' TROM IN57E i1F STRUCTURE 7 1 I CI I I i l l I .__.. I j 1 I A 2 PER ' �I i I I I i NOLU I iP, YP . ,-,..-r - P. .>..-.- t .j.-._t. .!._ T...._, _. r . �..... _ "..__r , ! _T-.r , 7 >x ( ! t i..l 5r5e (Ij e1.L I1,11T1A,IN OF S_ri€ES d 11r E-Z HANG STORM PANE. SYSTEM i ; tt'NI) PANE,.,1 I I (INTERIOR PANEL) ( (INTERIOR PAhEQ I (1NJTFMOOR PANEL) ? . I MAX CONSISTING.. 114 PANE. - ,gTI,E. TT2ACKS TOP & BOTTOM. (ETHC) PANEL'! , ( I I SEE: NOTES 2. '3, ,4 I I I I i i i T' I 1 t t I TrfT NOTES 2, 3, P' I + I ; I (J.). ENO PANE__, SH,"LC Ales Y'S RE C{1NNtECTED TO 80iTt3M TRACK: i i 1! -{ 1 p i i I I) I I t 41 i i P I VAN, OFHEAWTct' A STOP BAR j;TtWt,L BE PROV[DUC AT TOP Or 5UC:w I i ( I f j I j I t rANE frvrril PANL S !p[}r,..-"I ,� ,J -I 1 * I I , I 1i* _jj 1: 1z {{ -i ' ' 9d - 404 ra r 1' j } f t F rN 7 PANE c -- O- BOTTOM CTIO ' ! "( i t. ':ONNECT'E_ f30.,,kM R.h(w, ! 1 I•L.,..�+ j^--=f .. -I ( (J! ._ .^.cT..." :'<Hk. ,J coNNE_ T..'f I I { j I 2 .. ? j I I. I_ € T SHALT CUNSiS? m 1 A'P-7:Ox3 4" S. w 'x e'0,3 32" WINC ° ,.,; 1 r j M/ r .j L. I? + I IIit I I 11 p B DLTEO PANELS W/ 1/4 ?Oxt" NUTOk1(4-@x3j4" M'n THUMi'PSCREW INTO TAPPED BOTTT M I, ' . ! S 5 BOLTS w O GA gRLAP TRACK LO A ON Ct PAS?EZS MAY BE AT EITI4.R OF TWO I 1 11 I i I . I i I ! 1 1 I ISSECTDl., AS. APPLICABLE` EXTERIOR PLAT PLANG� OF END PANEL. I..1_.+ t` 1 I L- 7_ ;. L i 1 i t I I I, e I. .! ,, nox . PANELS r TT 4 4"'_` ). IN THAT O1W iS ._ ..___ •:-- T -, r. ... _.,_ .. ... ... I.. _,.. - __ T. ,- - - _.i r-_' - - TRACK STOP OATS ONLY USED AT LEAST TWO ! I i I l f 1 i I I i 1 i i ( I I 1= a i, 1I PANELS SHALL EtE CONNEC`!1" O&OTTOld TRACK USING SPECS { Ly�, f _ r-"_I-rT- _I1 .{��y. --r-1 f-T t'� i-T--I__I I I-1-I t i -��_T- I t-.T�._fi'_T_-j t INDIC-ATED N NOTE (,i/ ABOVE. IN SUCH LASE, CONNECTION OF l PANELS TO BOTTOM! TRACK MAY OCCUR A ANY PANEL LOCATION �.j JJ_L$.JJ�1..1.JJ1Li.JJ_L JJILLJJ LJJ1t.L...IJ_L.1JJ____0 _LiJJJ,I..__.-_.f--_) - - --- �_ MPx " SEE tMtE i .. _ 0 3- ... - ...�P - - +' M;n, .SEE !�_rWr L^ tun {- NSTkI LAPO±vS OtFLY' VAI1L FIR WINO TL+ ' SPEEL+ uP r0 ' Fh '- AW:HOIRS rl -. , 70 m P n, j -_-SEc iSEF SUMON E71 & ALIFPNATiVE 5Z4N O:.N SHEET 181 -. _..._ .. ._. EZ1j1B, EZ1 W/18 TYPICAL ELEVATION FOR 5ERIES 2000 E-ZHANG STORM(I ) SYSTEM _ SCAILT 3/32"=='"11 I 2.ba?'(A4N. (7+ERTM , AL," M0x_ 4:AP` WHY /r- I 7r4: 1\y r" MAk. rAP c ( SECTION A -A I d drs SCALF 3/32",," o,,�EKa T1ZtrA y�P; '' EN %rky'x. FLORIDA BUILDING COOS (Non High VelocityNurrtcane Zane PTOn r.Lrra IRK _ _ ,,, = o. 44167 a24 GAGE GALVANIZED STEEL STORM PANEL DRI^, v. ' C Q ]lie � GLOBAL PROTECTION PRODUCTS. LLC. ei7z' STATE Q / ^%. ''. tibl,p �4'is d OURNEEK'A. GaM. Amr YARD S N. sl Sn"M F1pAlp4.• TS.Me. ., O . '�.'l .. zn. w 4N�s. ". z1. .R-31t 20-1 6 ,,'/`"�; � >w",r :mu: rAspl en r {]NI d`.-I- PhiYdE-. {faP.ry1"_ F-%. FAY ieE+`..4Ea-87 1 7 - •untmrin .,wY« +.., wr. ma2�Nr rw:. ¢ `)JTJp?t _1114. ° c, M,WAL'fE.H A. Tpyif .1 P C r%'.''43 f ,,,, Gr .... , lfF7N7 Ua ] 3IR2Z to ENGIf`\ E-'_>V4,1NG ENGINEERING EXPRESSa PRODUCT EVALUATION REPORT September 15, 2020 Application Number: 17869-1 - R2 EX Project Number': 20-31543 Product Manufacturer All American Shutter's and Glass Manufacturer Address 1540 Donna Road p West Palm Beach, FL 33409 Product Name & Description: 24ga Galvanized Steel Slorrn Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with therequirements of the FiaT' dda Department of Business and Professional Regulation (Florida Building Idtng Commission) Rule Chapter 61G20.3005. F. .0 to a acceptance ' A. ,, r statewide c tanc per Method 1 d The oducl rested above has been eP P O pM tested and/or evaluated as surnmarrized herein to show compliance with theFloridaFloeririg Code Seventh Edition (2020) and Is, for the purpose Intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modlficatlons or revisions, Substantiating Data. . PRODUCT E AO EVALUATION D CUMENTS. EX drawing #20.31643 t1liad'24ga Galvanized Steel Storm Panels (HVHZ & Nona'(VHZ)', shoots 1-5, e are/ Engineering x B seated Fra i n- r ofthis P M' Express, . signed $ by Frank Bennardp. P E. s a Integral part o. ItNs Evaluation Report. . TEST REPORTS Uniform static structural performance has been tested in accordance with TAB 202 test Standards test pert w a per es repents) #BT-ASG-17,001 by 813ckovater Testing, Inc. Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards Par test report(s) SBT-ASG-17-001 by Blackwater Testing, Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product basedon comparative and/or rational anatysis to qualify the following design criteria: 1. Maximum Allowable Spans 2 Minimum Allowable Spans 3. Minimum Glass Separation 4. Anohol-Spacing 160 SW 12"' AVER-UE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEA M La E NGINEERINGEXPRESS, CON ENGI NEERINGEI'PRESS.CoM E=NI Ii'NIEENIPNIG 2 - �� Page T _ Df _ All rArneiican Shut(urs, and Gloss - 24ga Galvanized Steel Storm Panels No 33% increase In allowable stress has been used to the design of this. product Separation from glazing is not required for installations outside of wind zone 4 and essential facilities Impact Resistance: Large impact Resistance has been demonstrated as eevvidenoed In Previously listed test re orl s .and Is accounted for In the engineering design of this prndupt. Wind Load Resistance This product has been designed to resist wind loads as indicated to the span schodulets) 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 it engineering drawing). along with all components noted therein. Product components shall be of the material specified in that product's respective Product Evaluation Document (i.e, engineering drawing). Limitations 8 Conditions of Use: Use of this product shall be to strict accordance with lrerespec#' a Product Evaluation Document (Le, onp_ineferingi drawing) as noted herein All supporting host structures shall be designed to resist all superimposed roads and shall be of a materal listed in this product's respective anchor schedule, Hest structure Conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a sits-spacific basis by a registered professional engineer. All components tun#ch are permanently lYinstallad shall be protected against a#risk corrosion. contamination hor and othar such damage atti mes, This product has been designed for use within and ou_tstde The High Velocity tyHurricane one((HVH Z) RLSIDtafllly, N1 ,. s aL_V Fral k 8ennurdo, PE, ENGINEERING ExPREse NPF004054q I Cart Auth %85 160 SW 121" AVENUE SUITE 106 DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 39•6-9999 TEAMIENENGFNEENLNGE%PREss-cc FI ENGINEERINGEYPRESS, CON rnlJ w3sJn el i- hiF. Ix nr-N,f - 1 r. _ W%4 e._LL -.FHI ?L TH1. C AJ '-::E ] .,. R, 't .n 1., ,. 1 Y .. ! tkHK -C`J-R.'TIiV F-. ,^'.G 11I - ,T ,IA F C'CLLA♦Y. CT EN9� >Jn \1Yr4 �. ' {.,T .,y 0 �.� 1- F ,I" T"F] - -", wwRI 9 S -_., 1.rJm fd$ ` �Nn I_, __ P M• T-kf eSfix E= W �n sl rI(L H ,F} a MM to i J. - C m� N r., rrP'1 �z1' 11 - `eH W....wY n IL hl 3 1 f a '+. I T. ,z .e N I -. w r rim ' w T F.--;n ' i 3GE"u p W k� - - tD _ p µLL L I - F' rFn ,-r, r `f LI .9 4i1' A: Hti 1 �6: jj�� to LL. 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I+,. tLy � it ..r4 I 4 _ � 8 I I" , ,...n is E ±„ 1.1:x, i'11 I. + ,Q �s E FFrI_ ,.n N Ct R a „ r I " Np M �l1 tl 6 y ilf, �� - - I ay r I ,.Nil+, .� T ry fT 3' CL2 - ��a I I -VI'� ti ;i-rv' ➢ 11- T-O - I +"- a _tuF :Y T_[, i:rLL _ie , UIFs �H_- iI°�E. PS ! }} r4 +ifi LLC' :n F' r - 8 - 'WI :I A F EERIl11tl0PE r+, U�yr lL T NFYPJPIN RNK :.FIT: ID -F!. T,♦1 7 / -r it ' r e 20-31543 . �; I , ) - 'r :w11. � � . � j I-; . - PAIN oExalPnoN: EbC A u0PTI0IJAL TOP/&1TmM ClUSURE D=_HAIL 4,. L L s £ t< FJI t I• pt e_ . ', FD.v,r_ 5 en{N1 I -I HLInP kH.I IOitl i' II II l.Jl tit Rr9 riINI4 4.JrtIN E u .r10 INSTALLATION A L t 1 T-0 0-U S l _v1sruaG POURED .. CONCRETE OR T;'4'e TAPLON CONCRETE BLOCK ANCHOR IN 12. O.L. /' REQUIRED. , l I 11 - 1 t t 1/4'a TAPCON __. '� ` ' }'14x;• HEX HEAD TEN WrJOD HEADER- , -I {_; !� - _Jilti1` HEX HEAD TOC _ _- ,[_) -SCREW 6 a FROM RF.O -a_. ANCHOR O 42' 04. h -.-{�.7. SCREW *(St'FROM , j r __.�9' EDGE OF - ,i `I - .(7 p) EDGE OF _ Y.3" 2. r,7��) L 4 I � C9" , d 4�__ - . - I � - - M '� ? I 114 - I 11 I f, _._ - 1 T/9't-SexH"�¢� n ..-._ ._._ I Z3.. Rolm W I' N L T S.S BOLTS /:"'• 71 i # 0 a r/4' e.0 AP R . d' h Ar Y EA n9n B 1 t i,t'2" PFB.,yR11, ^N 1 f2" 8 I MiT i"'SE- ARAT3Ok i' MT I ! I r:x4s 9 R TD CLASS I t,16, EXISrINr 9£PAR&70# _ —ALUMINUM -TO I .../1�,, A INUM POP GLA55 N CLASS. i 1 1 INUId POp G1AA55'--fl Owl RIVET � �. _ W BIS, I MAC. 1/4+a-ao,r _. _11 I MAX, Fr EA elai/A IT i -' �(-... - _.--. _.. _i PANEL LENGTH rk " BCc15�1r u -.._ ._ � . _ ._ -.. ..-...I PANEL LENGTH, ti 11 i 1,. - -�_ / _. Ii_. - _ t_ D1. i q -5o GLIIISS. j (i N'-SEFARAT'AN a I _. / �e-20x2" 501 I THUMBSCREW A'-1 •L" ,50� N TD CLASS.... N I OF N S ^-__i/4•a-20x2" OF '1' N I - I THUMBSCREW R 1 11 r e 9 1 d tt � � __. -- _ C__._.___� - n D l EQ,7-- + T' I - T„n, - _ j ,Y- r tux I I .. ?1 i. Ii 3", t j EQ.It -"" 7f / }f4.0 TAPCON ANCHOR a 12, O.C. 1/4'e TAPCDN . r a - ESRSTING FIGURED � Z"xa' wow A»cwDR er 12" n;L 4}NCRETE DR our' CONCRETE BLOCN REGUIRED,i ` I WALL it4UNTIN€I WALL xoublT mg SE(MON Eli ALTERNATIVE UIW SCALE 3/8=1" SCALE 3j8-,1" (f,VI, it TCNt4 NE 4TT'.-•!ttj . •': ,V," FLORIDA BUILDING CODE Non High Velocity Mur!icone Zone) NOTES, #dill. PANEL LENGTH : .441 s - ra2F Tr stCn.: :T+. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN `stlai.i BE 2'-6" ," - `e T4 DACE GALVANIZED Siffl 5T0Rkl PANEL FaAxN 3,_ 1. TE) PRESSURE RATING, +/- 40.0 p.s.t. AND e'-o" NLAx aTATE U� a - f GLOBAL PROTECTION PRODUCTS, LLC. 0 7n.}r'o PANEL LENGTH, 2. .�., _' ! stce '{ d.0RO I ,Bqt s+T air IT'St' - 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 112_a1 rwaT TcsT1No a Ei461aEEaiNtr DoxN'xrar �'.r' emA V ssR, i5„ Wx w 5fiM tiA�p: A,nN: LNY,€. il. 5]7'4 '.I MEMBERS TO BE SOUTHERN PINE No ?. Wj SPECIFIC orv/ " #� E�,,, ,.,P.sn,+__ t m+_:a,,, cwx±E:. i,YsvR-»rs. F. I7�^ s-bra 0-175 ' ,, �'ea-a,�s7,v DENSITY OF O'55 OR COUAL' . dPr0 4x+. �'+�•w -. - DOWNS F r11l „r:.AreU)Pf FATE 'Nf6_ :.. h dr. F':E'. n RP rT-w - a r Lsc Ht Yr . ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)j WIDTH UNLIMITED fPERP,. TO PANEL SPANI #CCP MOUNT CON TY F. TYPE AS REQ 'f3 7 cT 5E IONS BOLTS WITH WASH EPEP INGNUTS FASTENED w N e OVERLAPS @ N1Ib5PA.N (USE aA J APPROPRIATE SPAN TABLE) IaZ� 9, PLAN VIED! Y4 D A. <I w rY _a-E - RD156" .L' ' / 11 Ll I U �, P _ ! \ SriBOTTOM MC4WT l ( t N 7Y DON P€ A t REDD) N 391" f A\ 3 5"' MAYBE AT TOF�1_ 'v O'T &BOTTOM 1TYPICAL VERTICAL MOUNT ELEVA TION N %,�V NT G, ELEVATION T u 4P MI6 NT 4 Han { R A-' REQ Q' D SPAN ABOVE A ( ) BSTRUCTiC)N ) BOTTOM _1 - r MOUNT J m (CONN TYP B 3 �+ ,AS REQ'D) Oz. -OBSTRUCTION c x E � x (LOCATION MAY VARY) �Ia TOP MOUNT M IQ (C- NN TYPE AS REQ'D) BOTTOM MOur+rt jWNN LM.X -TYPE A5 REDID) (SPAN BELOW OBSTRUOONl PANELS MAY BE NOTCHED AS REQUIRED OPTOGNALY/'^-20 STITCH PROVIDED THAT: CONNECTIONS AND BOLTS WITf WASHERED ANCHOPSARE USED WHICH SATISFY WINGNOT$ FASTENED @ SPANS ABOVE BELOW O3STRUeTtON• OVERLAPS 0 MID5PAN,(USE gPPRQPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION NOTCHED PANELS 1 N;f,S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS wE T- P - MUM 51 VRM RNLS -P ATI'1 IR M . 5 5t Aft t 4d O GLP 5 p 5 1wH2, WIND ZONE 4 & ESSENTIAL FACJI IDES) r A MA%1 A9uM ntS1 N ALWWABLF IN.S iA1]ABUNS1ES5 IN TRIM ALiI NS N R REss ,SPAN NrtO,IInWro30'aOVE GRADE ENEATE. HAN,A'WasRA0 z gPSI , t--__ � - O -- I R3O.0 tS,..____1________-____ __.. - 1 6 L 6 .. _- _-_ � ---- ?.. s A, 4 _- __._- 11 T z5 <!6 '3_1_ G vn G .1 In A / --- to 7 tt.a5 �n _ 3 n i...__ .-------- 64I9G„UIn - 64eNl _ _ -' 7. I61I, +!50 II n.vl .+ 1. t n 6o in , G t:.sn, .. d ,/-55 ln6.b1 rt 6.D$ r n 1.35 JO'd g *7�fiSl fl3.i In 5 609 m 3 Si in 0NHN !:iL titUULt IVU 1 tS: i. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN ICED aPANEL FASTENER SPACING TO DETERMINE MA)N ALLOWABLE STORM PANE L SPANSCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS ICESG_ THAN OR EQUAL TO NEATIVE DESIGN LOADS, 2. 'PANEL FASTENERS' ARE STUDS USED IN H A M IF coN'uNCnDN WITH IT 11 c+uraTTNG Ex uSToINS ("F"-TRACk, STUDDED ANGLE. I:'TC I USE 6,55' O,C, PANEL FASTENER SPACING TABLE VALUES FOR ALL,'Ti' AND'U"•i^4EADER5 (INCLUDING BUILD OUT CONDITIONS), 3. N N'fER to ' ON ETW . AD I LI EAR i PO TS B EEPM LO 5 S A' ERT BLE if OTHERW S VSIE NEXT' NIGHER LOAD. A #_E GLASS SEPARATION NOTES: "NT TTi V N A T O D 1 c Ek SPAN LE E4u_E tut POSITIVE T E OPENING LOAD D ETE TED MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO. BE PROTECTED I,1-HEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. :ON INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE DF ESSENTIAL i WIND T ARATI FACILITIES S NOT QU ZONES L THROUGH 1.. ME GLASS FROM E SCHEDULE IS NGT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING 15 REQUIRED. FPANCeEPINARDO,PE k.PEO'1IG 9R CA MI E' :I.- MAXIMUM ALLOWABLE � - �9�r11 DESIGN PRESSURES: not HI,` YG10 3 1-1 NOTED IN DESIGN DESIGN NOTES: E 9cHEDULE5 Z Z,4 POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED 'T = ' FOR U5 111TH TAPS SYSTEM SHALL BE DETERMINED PER 5 TEE I EE G IN.AC ANCE T T E EPAIt NG CORD WI H 0 m R � x. 4 N RIN H DOVE MNG OD P SURE UI EMENTS pp ft G RES RE R AS. DETERMINED AP u J µ n # ��1 FIC01 A, BOIL CE G CO E SHALL 1609 OF THE FLO#kiTJA BUIibTPIf CODE SHALL BE LESS 114AN L BE HA tt 2"x �; DREQUALT07,14 POSITIVEORNEGATIVE DESIGN x eU(__ ' PRE5§URE CAPAGIT!' VALUES LISTED HEREIN FOR ANY ASSEMBLY p5 SHOWN, ;g<"W.g z 0 m "a {E - GENERAL IyOfES: pp-M J ' sz Dt W W THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE EABRICATED IN 1CC01t0ANCE WITH THE REDUIREMENTS dF THE FLORIDAeUIL-.CODE ,' U dW .EVENTH EDITteN Z..g FKIR USEINSIDEANDOU-I.EDFTHEHVHL PER 14 m0 AS 2OL 202.AND O3TESTl'.AOTOC9 LS. CONTRAROR SHALL INVESTIGATE IND CONFORM TO ALL 1DCAL BUILDING CODE AMENDMENTS WHICH MAY m ±PPLY, DESIGN LRITERIA BEYOND AS STATED HEREIN MAY REQUIRE 100ITIONAL SITE -SPECIFIC SEALED EN INEERING. 140 33-L/3V INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE )ESIGN OF THIS SYSTEM, THE FAZTTTE' TS ENGINEER OF RECORD- FOR THE PROJECT t.� ,UPERSTRUCTURE WITH WHM" THIS DESIGN M USED SHALL BE RESPONSIBLE OR THE INTEGRITY OF ALL SUPPORPt4G 5URFACES TO THIS DESIGN WHICH Q ;HALL BE COORDINATED BY THE PERMITTING CONTRACTOR, SEPARATE SrFr-SPFCTMC SEALED FNMA EE KnI G SHALL BE R SQUIRED III p.m )R ERTa DEVIATE ON L ADS DEFLE 0f.4 0 SPANS NT 4 0 D FR A 0. CO ATI E a r EREIM. COi1TAGT THYS EN 6N1EEtF FOR ALTERNATE SPAN CALCULATIONS AS TRY BE 0 UTE pq 4 0 2 EE THE 5�TErA DETAILED HEREIN IS GENERIC AND ➢DES NOT PROVIDE SITE, R SITE CONOITIDN5 DLFFEREHT FROM ATION E'ORAaPECSFIHEREIN, tom" 11_I O 2 N: � Vd. ❑.-. L:. HE HE COC4 ND ONS'DE .IRE E EI "A LICENSED G! ER METERED ITT TA P.H R N. PI NE OEE IN C IT CT P E '. E S ECIffC DDCU F US fR H E SHALL REPAR T P ME NTS OF E tN rUU S DO m .. - 'M ar ¢¢ 5 2 M 4 ...K ;. DESIGNNOTED DESIGN PRESSURESBYA 3. TED HEREIN ARE•dASEOON MAXIMUM TESTED SORES DI.V10E4 YA]. SAFE CTOR. REe B S FA = 90 $ � .Y: _S 18 ALL FA E TD .'YID GR TER SAE GRADES Mess Ee A STEM 0.5 BE '/ R EA ��11 LL OT R 1TH EP.W18E FASTENERB SHALLBECADMIUM-PIATED:OR OTHER1ECj, LA � � v 3 �. 0 'ORROBIDN-RF.aisTANT MATERIAL AND a^HALL.COMPLY VfI M SPECFFICATTONG zt.�ia OR ALUM RALMSTRBCTURES"'SECTION 736YTHEALUMMUH ASSOCIATION; NC & ANYAPPOCABLE FEDERAL, STATE, ANDlOR LOCAL CODES. -°"E 5 G BLSS CONFORM1 STEEL L=DA29" M P I ALL S7CTRM PANELS STURMPANE $HALL CONFORM TD AST1A A6536TR.UCTURAL VERITY S 4 0 ,TEFL G60 DATING F t L W Y W UMINU EX ALLUE 6063-TA UM NUM 0 ALL ALU MINUM EI.TRUSiq NBSHALL BE SUSS T6 ALU NINUM ALLOY, IMLKSNtyTEDQTH ER4416F ,cc TOP& eDTTDM nErA2LS SNOl4N MAY 8E INTERCHANGED As FIELD D NDITIONS DICTATE' ICTATE PANEL.': MAY BE MOUNTED VERTICALLY OR J IORIZONTALLY AS APPUCpgLE 2, CONCRETE ANCHORS NOTED HMEINSHALLSE. EMEEDDEOTO ION-CRACKEO CONCRETE ONLY,, INSTALL ALL CONCRETE ANCHORS PER _--1 ... ,,•„� _ - NO ADDIITOUAL ED KIr GS TO In DOCUMENT 'IFICATION. YITH A MIS 1MUM OF (1) L98EL IRIOA PRODUCT APPROVAL NUMBER ,o+rwn l'RME 20-31 NAME VISIT ECALC.I0131543 $f E F R 3 H - [ 11 T: 1 A' I - h f =, xv, 1.1-YI 11 l I P j� N3reNil1EEEIMCFYPRI$scouVGiORE J�I ult`%Y3mnrw.LltLnna FFPDR'113 RE&Jln_ LII-III T MINIMUM ALLOWABLE SPAN SCHEDULE L TOP MOUNT --- .1 Y £ 1$,l10�N=1 - aS 2 A ? r3 _ 3 2� a 19 ,! 11 2 T b T4� - � = 0s x - j, ZT' W9daW'U' Head, O" e' iy 23" 24^ 26' 22" 2C a' 24' 23' 26" 35 ' Ha 8 'U ader G" 7 ff 23" >4" 2'i' ZT 2C' P >4" Zr %' � 2x5a �ta1 re 2 a^ 23' T3" !i" m- 3 i" IM" � 2a" 3rr II' 33 6 au'tlA14"F r !1 Tack >S' . T 4 d 2. 3O de S57 28 24" 4T 5 3" d` "FM PNTu 25" 25 15" 3. Sr$ 31P `aT 22' S0" 3 TA' 55' ;£ O d. B SN a ANa MMUM 22" 22" 2? li" __ Ta` ?G" it 2a` 2T 29" il" 3 1" r ea MO w LNn z 4" sa• 24" 30' 44` 9a" �a a8° �4' As' 30' S3' M v" scar H D P D" 23" ¢ ` 4 zs^ 22" 2a° o• z4" sa" 21T' "P k Ira A td" - 24` 24" 30" -0 " B �" 25 4 4T yW A 46". BO" 53" a11Jd ' Sitl Mwmll :S" 2i" :c3" 1T" W Jf" T[ 30' 23" 94Y' TT" 33" T 4 aPk "B' 2a Te` 35' S3 AE- ! $ 3" 21f 59` 33^ 581, T M in S5 iNdT H' N .u,atnFHA+ Y 0P QN BtYr'7E u LEN 11 L - 'm Cm I. r Bt xs T E +6 4 CE1'-E 2 lid E.F,4AP.9 ]fl pVRr LAv4 d t'GUIN$G WNr YW61. t€ncT !> UY+:L4 tF I i i ttO(tlIL HIV BSPK , Far 7! -.O ND ..I.N E n A , *I L SAFES R ACL ref T bU T ',8. .h I .In:. tR - lR ..:ir I ` E I MJ. Ra W E Fb W , ,W LYJT I t x 0' 14PC ' ,,C 3 4 F 1 ES 'T. RaTi DJ+ k ,Mlo.4S'S Y PEo 1, I CH/ L r1 ' rRY APPI E TO BGT Z ( r C ri O 5Tri4i, qC sND to ANF4 A M Ir nY Rrvft u 1 4P E, #5 eN2 a 4P y ✓ANY . a b,1 IMU JES U '1HEf1 iGN.'-Il K�JTYONCL.SSUAF_< L Fry El nrFs4Nr-rPIR raETar> -P: USrr,c rw±M.i4rmN" _NLi�iav :A+tir'v.'Iv :+-€s_rna'.i.wr, 7, v L OPTIONAL INTERIOR FASTENING DETAIL N,i_S. ,.ti_ .- INSt-11 rFO. PI...1 jf ADVAza*nPANEL t IN r 1, 1IJ Y,," 01A. NI - PM F T P I U a MA S+IE fD 11165N IF 1N N..taE nA,.E Mar 5r.A6 A Ted nu w 5 W W SHE E I WINBM1,IT 8' F.MF FI s� { G11- . 4MMI �, P AlJS1 `AI IAtf r,:ti rFRNE.t //fC•DHN M1PF n4 P E.cR Rc+S' EANcn - F- Sn JGCC.NC.ETF al 5P,r7NGrir+A . KK 9WY.: ASP 'EQ£ ,AN _ YaJGG aRANIM1'G 7Ali-TAR E. u EA'"='- ANE1 Pi J:.>CNT TO fr: ["- FaNE,' ,M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENTNG O W . E1 n Cy t'. O c O v cH _= `4 . = W- _ ca ® ]s "Ito O N _='Q 2 GV w Y cu CL� W a = yr >= d � S � = L) s cc iv a1 .a V CM WL. N C 1= . T ::., v/ a - C C_ G7 a L"r s MHArmoIFr86 2.250" ,. ® .7; f {„- 1 a.o50^ 2z5D•• yn Pasroox S•+`✓:, OA94" _I-299O 0,730" x I ?• 0 LA{" µCc- 2 z3o' 11 11 u ' 4,094" OA94" ry A,125:: OA94" D,LES 1-0.625„� r ary ' 'o - _ ' " o A ° D,U94" 494" T - zo )n i z 's � isY A _ $ � 8 f . t, µ1 P7 : M _0 s ocs,2° t C"' � D94 ry = i' ,,, i 3 I rl 1,930"O'D52" i� � F ' O.3 5 �S: O L25' N 7 D62 ` O D52 t (c. P,D00 :Ir I { 0.062 Y O T i P ?.DOD° --I. - D" I- z.Do 030,,.-- II 04'' P,D017^ �-- W +i'2O2d _ rIy :72L,` 1:18D &iLEIM R 2.' �aUIL0-0UT 'U" HEADER d(�---- :d�AN CLDSIIRE S. SND r S ym a s I I �� .:. N '' -3360" MAX. ,3L. ". . 5,. 0.313" Q,.331 " „ n ''I.•' 5 _. E 1.5L 1.550"� �L.550". ?,Sip"' 80" M 0.W 04 0.37fi" D. 'E ¢pnn gyp[ G 5 „ „ '"0'. ��" n '.C7:65 s" :.:1 ^ 577 ". '. 0.3s0 O.65s 1,00 B 4 D,b55 01 9 1 - 7 0.190" N F- " P R E G� L cnt - 12 5D0 ANE COW RA E i 14.B75°PP.NELLENGTH uQ {T Lc0 99,11, O.OSD"4 bW 2dG A L�'' ILf� (- ,H O III�rL��u_P NElam', IIOIRECTIUN .1Lr�1111 " 4,250"0NAY BE DIMS".090" .7DS" G,090" O-7 "rr�� LD- '�` 7YP �I` TYP' �.! 2,ODQ"-.�DD90 '1wHrun R0.]35' (n aUILO-WT •C maDK ACN .F.P, 0,957"!� F° 1R WASH ED rw HIY41r4/T-9 - A1 A - ALLO K€Ya:%_E YiA41ER 31 0.IZ:, DATZ" 0 IAp 1t '�T.1 Ilr_ _ 0 Z +.- r rr :. C :,0 /_�+r.• r Q W _ ,,.,, -P L. E c d ---- nu[c 20N O P5 ', ±sa. - _ I,- ��--3ADD" O,12S' "--.- "S"" W �pq o S' � ReJERSEe R LL ZZ TV,TEu a! ,. J;+LL 1 "F' ANu'LETRALH( IEXlE3i0EDi N 6 ° Loon^ V"v .CI y" CALF. IS 0 I f rll I'. 'J.. i _M1n NI .. 1,c.rl (Li R x ;.U: Y; :�'C' N I'1 r r OVERLAP I I- -/'�-,25":MIAs:.. K CDMlFR.. D E DE. L ��11 LB... 4' MA !. G. S1JR TAI _ L {, 7 A 51.16E-1 I.Q - 10 ,25"MAX. MAX, i- L1C 1{5.;,IA, T �,., ; , N.rnn t,.-rx.E- I3.1 rlrar W v BU-LD-OUT n:.+ -r IITt r- { n o.,l rti } J �"r:�'I ihfi= d 1 'NIN.I NnrlNl to O.:I1Nr nrinll DIS ANCE ! Q i D o" � P - d .. 1. .`.T .r1L'e_W. A. E •.. H,. I1E:i:J V-1. I. �. 1 t x: 1a: In l.'rr.I u EMBED E(d -r IF.LP ::S[F.•I 1I: ii1Ep. ..P.. V g 1 YIVERLAR I: I xa. 3820'�'" _ •'x a A ,,, Ia -a - MAX- /'1 reI1U1-nl H q as E 1' `/y.25" MAk II T 5. - 1.50D" I Y F .Ydr,T:Y `, MIN r17MAX, gggg va. _ JI. 4 / G d�4 i, L500" a. - y{1 n r';'I M1N. +Ih b s e.J i.mp' L I r. x;F- g :t'� CORNERCLOSUREDETATL I =F = AI.0--, z,.. ENE. F W1.I.I P C+; rti. Tl, IL CLOSURE DUAL O n.1.^r..lr `�' f �T�I� IJ TB ANCHOR .SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENERS Ed 12.5' O.C. ffincEmmu�® H ffifflEffiffimmm l8�LT4�=� ' '®' !� ®{ mw� ➢Ffm� i Lv - ' MU®M' Mil® • M '�' E ®Oro . �®EE�M I �6 IIIIIIENNIffifflam t�N�1'N''pptE1�� INEMMON � Cti✓i' IMM ®®'an�Lryp��'/®®® r ® -®®�' ®®®® /��f %///r'el/10,'V%%a%/IWIII"'//%// ��j/ "�� ® �i/, j r j% %//1.'//%/r�Jl/119/IIIZ�I1,%O//% /• .% `�,/f,"�%/f,�, :" /l r mi emchi,/IIA,%/ll/mmumolr r/,li,/I ®i�99��/Nl; / r V W, .1 / 11 ,r ..; ' ®MMUMMM� ' III M M_-�' mmmmlmmi ®' �, - ®M ... ® nlnlllllmmgnmmkmnv��M _1- ®LS®."IT". /Jl Ti K L�' MA[ NFSEGN 4NCNRR PRESBUNE TypePSF ti •M1 IP IO n=1 tiYieYU nil'-IP .1.11,11,111,1fir CONN TYPEr - CZ C3 C4 S.aNN TYPE CS CZ C3 EL, DOMN TYfE Cl C2 13 -C4 vlx2"EMBED 33 A( I IT- 41 �,,,,,„,,,,,� 48 Ems" 92 72 125 160"16.0 704 12.5"160"160' 75 12 S' ]III T.O aJ" ' 12 9 ]d a' 16D SB 12.5" ]6 0 15D" 61 32.5' 1 B H Ac" 4 125 360 16.01475' 12 S' i$D 147" b❑ 725' 160 147 6.0' 126 I25 75. P']b.0 Ibe'14.T fi,9 60' 12.5'16.0 126" 150 7 14. "'B❑ 14.7' BD 12 S" 125' 16 G'34T 6'D" nA 147 0.0" G III, I "CFiCED 1!2 33 WOOD BO W 41 RE 48 62 72 L4"x -14'[MCCD 3 1 33 TAP'0 'r FRS' 41 ILIP �L,. 45 �f` -aw" at, 52 12 S 160' 16.0 101 12 S" 1 0 L2.1' 7 D 12 5' Sb D 1018 6,3" 2 IGO' 141 87 12 S' 160 9 56 7' 12 S" 1 80 97 5,4" L 5 125 1 25 L25 ifi0l'12.0 16WYI.. 1 160 9,b 1 0 160 70 6 4 b6 125"lit0 12-5'.'36.I 1 25" 12 S" SSO 1 0 9 Sfi fi' FIE" 5E 96" 6 S 1]5" 12,5" 1Zs" Y2 S' 7 2 5" I6B 96' 6,6" 10 9.6" 56" tl 3ti" 6"' !6 S, 60 102" 12 5 SG 0 13.3 1 5" 2 6 1 0 9 "' 2 91" L 2 6' 12,; ' 16 0 9 2' i6D 9,1" 12.5 i60 11,4 125" S50 12.5 126 15 0 Y0,5 180' 9,1 1Z,S' 125" ltr 0 160 9+1" N,II 11 I. 125' 16.0 4.1' 1 G R.i" fi 7T, 5'8"EMBED 7 33 - "I 1,1111-NlfASh" 41 .00D B SM11C 48 U �,01� EZ EI"@PLNY 72 12,51, 1,51M 8.6 7 3 ' 12 5" ISS" 6 0" SA` 72S' 13,81, 53' IF, 11 ,.VT36 D" D 7, 69 1 25" 115 98" ] 9 82 " S 119 e' 9,1" 4 L2 5 I5 4" 5,9 S O 6. 5" T i 2 3 4,7 4 0 8.26" 12 .3 4 7' 4 0" L2 5' 14: " E.5 2 d " F S. !9 11 3' 4,7" 4 D' S 25" 12.3' -0, 4.7' 6;28' 72:3" 97 40" 8.25'123' 4T" 9D" 621" a1,3 4�" _�A" ANCHOR NOTES: L ANCHOR SCHEDULE PP ES TOALLP. DUCTS CERTIFIED HEREIN, BUTO L PROVIDES A LI RO H N Y R OES MAXIMUM ALLOWABLE ANCHORSPRUNG, MAXIMUM ALLOWABLESPA 45 AND PRESS RES INDICATED N U INSPAN SCHEDULE GHALLAPPLY, 2 ENTERANCHOR SCH@U@IVG RE B0.5ON PANEL FASTENER SPACING, THE EXI5TI5iRUGTURE MATERIAL, & ANCHOR TYPE- SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATERTHAN OR EQUAL O SH LITTER SPAN5ELECF CONNECTION TYPE RASED ON APPROPRIATE MOUNTING CONDITLON (SEE NOUN 1NG DETAIL S ON HEAT FOR EN FIC ' O E.,:- ION TYPE ': S 2 RID TI A170N F D U E N T E ) 3. "PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION INfTH ALL MOUNTING EXTRUSIONS ( F"-T RACK, STUDDED ANGLE, ETC j U5E 6 25 O C PANEL FASTENER SPACING TABLE VALUES FOR. ALL "Id" -AND U° HE DERS IN UDINr SUIIDOUT CONOAION R P ( CL s) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WRH MANUFACTURERS' RECOMMENOATII3PJ5, I HOLLOWBLOCK OSTSTRUCTURESHALL CONFORM TO C90 DLOC k 6MINIMUMEMBEDMENTSHAL BE PS NOTED IN ANCHOR SCHEDULE. 7 MINIMUM EMBED ENT AN E GE CEE CLU STU O7 FOAM BRICK AND OT'ER WM D D DL57AW X DES C H LL A FINISHES LL FIM5E E551 L ELl lT'EDO 4 AY OR LLBE RIIDT WA 1 tAL B M T l M SHA E F E BYO HERS O ! V 7 ADEQUATELY TR AN5FER LOAbS Ttl HOST 51'RLNTURE 8 CONCPETE A CHOPS ' NGNN 4 WHERE EXRUCTURE IS VWOOL)HAFFLLAMBE[NEGM,REXISTING EybISDTEIDNGT O CONDITIONS ONDITIONS MAY NVCARREY TEPIED L] VEFUFtTHATFASTENERS ARE I TOADE DATE WOODFAMINGMEMBERS, NOT PLYWOOD. FASTENINGTO PLYWOOD 15 ACCEPTABLE ONLY FORSIDE CLO RE PIECES ES 10,TWHEPE ANCHORS FASTEN TO NARRONl FACE OF STUD FRAM ING, FASTENE0.5HALL BE LOCATED IN CENTER OF NOMINAL Y' X 4" (MIN) WOOD. STUD (-' EDGE DISTANCE 15 ACCEPTABLE FOP -WOOD FRAMING), WOOD STUD SHALL BE"SOUTHERN PINE' G-0.55Off GREATER DENSITY: LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, 11. REMOVABLE ANCH ARE- DEWALT PANELMATE ALL -POINTS SOLID -SET B BRASS BLISIH ORS IIVG 12- MACHINE SCREWS SHALL HAVE 12" MINIMUM ENGAGEMENT OF THREADS N E i (PEA DSlNTO ERASE / AL ANCHOR AND MAY HAVE EITHER A PAN HEAD" TRUES HEAD, OR WAFER HEAD (SIDEWALK. BOLT) U.N.O- 13, MINIMUM 6dBEDMENT A,ANp EDGE DISTANCE EXCLU DES STUCCO OR OTHER WALL F7MISHES. 14. = DESIGNATES ANCHOR CONDITIONS 1141HICH ARE NOT ACCEPTABLE USES. L5. Ik DIRECT M1IOU NTING CONDITIONS_ 1E- LINEAR INTERPOL4TION IS NOT PERMITTED FOR USE WITH THE AN OR SCHEUULE5 USTED:ON THIS SHEET. FriRlul °""M1:tia°j'i;',""fPia:. - =s.Ly� ✓-t 34N",-s. w M 0 .e v E W M £ J _�''u 0t'1 Pyee U�SElb t4L e S' � du, mm C,S PN J m H d L W V C W 0 11 w Fo. IS .I in An I d. d d 2 � 5- �Zaa�1 _ i^ �Fa'` 1,tiOF ; �Ia I� Ff - U.1 v d t 9 4T 11 N a) C_ CO N Cu N - -I-, U L N O ca. 0 _0 I- C .� Ca U -a N 0- CV O CU '�^� VJ O 0- N CIO 0 O _ C6 _CIO a) .Ln Cn -0 a L O Q' IMIIIIIIIIIII, Q L -F F- U ,0 .= /C/O� VJ Q Q L*4 Q Z Z W J Cn _, (D ^a) W i _I1"`_j W L U) its 0- (1) -0 0 =3 L CL W r{w. L. W W c G Z Z Z Q J d SHEET NO. SH 1.5_ 1� 1Ii I 11--TfTr -F-