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HomeMy WebLinkAbout6366 Bar S Bar Trlr 1 , .m INDEX OF DRAWINGS SHEET DESCRIPTION Keoetvt,SHEET No. AUG 18 Z022 CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND DETAILS SIN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S3 DETAILS ABV orAbv. Above FLR or Air. Floor RA or R/A or RA. Return Air S4 DETAILS AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius - S5 DETAILS ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. ReturnAir Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed \ S6 DETAILS AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ! , ST STAIR DETAILS ALTorALT. Alternate FRT Front REF or Ref. Refrigerator' BC Base Cabinet FT or Ft. FooU Feet REINF Reinforcing SS BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required � RETROFIT DETAILS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room D1 SECTIONS &DETAILS BLK or BILK. Block GALV or Galv. Galvanized RND or Rnd. Round D2 SECTIONS &DETAILS BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf WP WATERPROOFING DETAILS BOT or Bot. Bottom GT or G.T. Girder Truss SO or SO. Smoke Detector PA1.0 PRODUCT APPROVAL NUMBERS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves PA1.1 PRODUCT APPROVAL NUMBERS C Carpet HDR or Hdr. Header SHT Sheet - .--1 PA1.2 PRODUCT APPROVAL NUMBERS CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower - CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights - SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications - - CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) _ _ _ _ SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INTorInt. Interior STO Storage - - SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine � - -- _ - - - � SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar 0 10 1 S` a[L77 7 �[L SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL IL CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block El El E-1 E] E] DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry0 1-71 _1D DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper HolderLn DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Wndow DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical r= _ DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabine' ghting DMF Decorative Masonry Finish MIL or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower o, ;ub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior MEAN 5 HIGH TYPICAL FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional Worw washer ELEC or Elec. Electrical PC Pull Chain WI or wl With MEAN ROOF 30 FT. HIGH TYPICAL ELEVorElev. Elevation PEDorPed. Pedestal WAorWA. wedge Anchor FOR 2 STORY HOMES EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood THIS DRAWING AND DESIGN IS VALID EXPorExp. Expansion PorP.l. Parallam WOW Window Header L FOR 12 MONTHS AFTER THE DATE IT EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet CC SIGNED AND SEALED OR WHILE FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) CODE REFERENCES ARE SUMMARIES FIN Finished PT or P.T. Pressure Treated WS Water Softener OF CODE SECTIONS. FIN FLR or FF or Fin. Mr. Finished Floor PW or P.W. Pre -wire WWF Welded Wira Fabric (Mesh) PLAN REVISIONS SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder &All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 04/25/ 12 1.0 NEW BASE PLAN documents that these documents be accurate, providing Licensed q Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to 06/25/ 12 2.0 GRADE BEAM FOUNDATION 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 08/11 /15 3.0 2015 NEW CODE UPDATE construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding FBC 2017 CODE UPDATES & MODEL Office information found these plans should be directed our Office at (407) 880-2333 immediately. No ackchges will be 03/06/ 18 4.0 considered for reimbursement b the Designer/Engineer without UPDATES REVISED SGD, LANAI & WINDOWS advanced notification and approval by the Designer/Engineer. Payments will be made to accordance to the terms of the 06/01 / 18 4.1 AT REAR agreement. Control of Construction Site 06/07/ 18 4.2 REVISED DINING WINDOW TO 35—S H 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 12/19/20 5.0 FBC 2020 CODE UPDATE limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. >�o �- o X m N LL t1 c�NY Z — N N a� r- u N Q E O Q S tt7 y �0 a� N w N } - T - W Cr C0 x _ _ cti uy O O j2 0W `,°°111111 IW <<tr c�C N E LU _ < U C "- //ARoFSS,o`��\� "1'''1+f r 1 I I I l i t 1l`'�°°°, To the best of the Engineer's knowledge, information and belief, the structure[ 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 end seal. s c' �r,� g� v S C, � w WWLLLwy < CL C J tL 6_ LL C Z �g4 0 aC r-�" p go J W rnrn aQ a Z �, O UIL U y Z ooa W CD CD z z iz. J - 13 V) 2-1 N �f0 4.j LL W OL. U '= I U • c N M J LL gE g 20 a o E Q o o�H us Z _ O E C)Q: N T oo & fZ c a � gEo I3J 9k Lo > III CC d- 00 C ^ m o � CO N O � o � r ai m N DD v; N c Z a E N �; 0 ¢ o JOB NO: 22-02374 SCALE : AS NOTED SHEET NO. C S J E.:a OWNER BATHROOM BATHROOM VARIES, 2" LESS THAN CABINETS BELOW MIRROR � III TEMP b OBSC 9 ` 4 F- llj i0 OWNER BATHROOM KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD o-- W 5 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR TOWEL BAR TUB OR SHV SHWR. • b ON BATHROOM WALL i �.- MEDICINE b0 VALVES CABINET TOILET � SOAP PAPER DISH v >> pZ a0 I HOLDER rC'� b N O in N TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS be DOUBLE RODS SINGLE CLOSETS/LAUNDRY VARIES PER FLR. PLAN TYPICAL HEADER HGT. KITCHEN 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN CABINETSER 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE iO kCABINETS § 0° LL .SIN (� to a 1'-2" � W O 2X 'P FRAMING 3 b in io 7 1/2" GYP iV N F1 N �? BOARD FII FIN. FLR. J 4 SHELVING ISLAND COUNTER CABINET BLOCKING ■ 1 ALT � I I _ I AC PAD I U) to N J S6 TYP. @ 2-STORY O U) N 12"x12" CMU w/ (4) #5 VERTICAL • 13'-4" 1'-4"X1'-4" "L" SHAPE CMU COLUMN 10'-4" AC PAD TYP. @ J a2-STORY SI 35 SH DINING 8'-8" FLAT CLG. r CARPET GREAT RM o 8'-8" FLAT CLG. ; CARPET r` 1/2 WALL DR RAILING DER SPECS - FLOOR G.T. =_. -t-- _-..�. j_l[S OPEN I T61-kO. LE; i 00 cco ENTRY 8'-8" FLAT CLG AFF (3) 2x4 #2 SPF STUDS W/ (3) 16d NAILS AT A11 11 A1- - I LANAI 8'-8" FLAT CLG. A.F.F. 9'-8" I I I I I I I O I I 6068 SGD I HB r • • • I I � 11 -- 1 8'-$"-F TIE T CLG.-t-_ i C I I I�60 L4_ - _.. • N 8 BF I I� 6-6" I I,-0, I� , I IL--J 1" I I LW O •- �- II... z cli 'I 1 I I - I R �_8" ' I- Il�.� IC I. I - TtLEj f i W • I 11 6 3' - 1 1 - l � � 51-411 � 1 l- - _J .I�Llmom 2C68 I I 1 1' PLUMBING LINE TO SECOND FLOOR T II !1! gl 0' 1111 I 1151161 . �TIL FLOOR G.T. 8 SHEAR WALL EDGE OF SLAB 2" BEYOND WALL W H D 7'-31" 41_511 6'-41' S< Q BUILDER TO PROVIDE C S4 APPLIANCE PROTECTION S3 H1 WHEN REQUIRED PER FBC W/ USP LSTA 8 STRAPS (CENTERED) EACH SIDE OF WALL TO FLOOR J _ o TRUSS ABOVE @ 16" O.C. S6 2 CO ` GARAGE @ O� W 8'-8" FLAT CLG. A.F.F. 22-ST-STORY ' � J _J N z5 .LL,, --------------------- I I - 10 9 I I TYP. @ I I SINGLE _ _ FLOOR G.T. I STORYE? j 8"x16" CMU COLUMN j • o I W/ 6"x12" ABOVE I INTERGRATED INTO K i HB WALL W/ (2) #5 S4 I VERTICAL �P' @ I GARAGE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - *'• - - - - - - - - - - - - - - - - - - - - - 16 70 OVERHEAD DOOR O '4' L 16-0" L1'-4" OPENING PRESSURES ENCLOSED - EXPOSURE "C" �q +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.16 / -29.1 ) +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 183X254 S.H. 13 20X38J 18JX37i S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20X72 182X714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 H4 271 X 501 26 x 50 S.H. iH5 27 X63 26X621/2 S.H. 1 H6 271 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 # X 25 1/2 S.H. 23 37 J X 38 J 361 X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 36 � X 62 1/2 S.H. 26 37 J X 72 36 21 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 501 52 2 X 50 S.H. 35 54 X 63 52 � X 621 S.H. 36 54 X 72 52 4 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS FH 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FIRST FLOOR PLAN - ELEV-B SCALE: X"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills Indwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 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 FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION jR-11/R-13 KRAFT FACED (GARAGE / LIVING) N _r_ O O ti M N N Qm N LL- •- "C: � t � O � =3 C��Y - (D` N N C Q Q U d) _a 3 C" ry- SS C o� b O �a -p _ _L o W r, \��oblitllt;t►f/llr�r , �0 W IN Q •'NS F U 0. .� O F E S S`O```,`�`\��, ����1�ffJti114111'�\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ■ a M N N LL 0 v @ rA V -a tl) tot-rw My LLa Y e rn ` g� �o� W I rnrn t Z_ 1) Z (1)�" IL a ILW of,9_5(n _ ❑00 z z J U) o W w .O o W� l/) c w "I M o cli s� o w M LL zd Q E 0 Z& U E g ra N a r0 CO C O a J b O W > d2 i a 2 to U o a� ��Zyy � kkS 0 2) C:) = �L B 0 00 co N Cr wca CO � 4-1 0 � 00 CD '� 04 O N tr O r Q N r E c" � 00 Z cc Z E N E :; cc c a U JOB NO: 22-02374 SCALE : AS NOTED SHEET NO. 1.1 SIN CONT. HANDRAIL RETURN TO. � WALL DETAIL. A SCALE: NTS STAIR CALCULATIONS: TOTAL R I S E = 10'-0 3/4" (16) RISERS AT 7 -9/1611 10 TREADS w/ 3/4 NOSING 42" KNEE WALL WITH 1x8 CAP & CASING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 16 36" H. CONT. 15 GRASPABLE _ ' 14 RAILING /' %13 CY) l 12 I ' I .10 10 " 11 I/ 42" KNEE �ICD i 10 WALL WITH 9 1x TREAD 1x8 CAP & C.p I o;�� (TYP.) CASING I 8 STORAGE 7 UNDER I � A ,-' 6 STAIRS I 1x8 CAP & /5 2x FRAMED CASING I,% 4 WALL 1x RISERS 3 (TYP.) 0 MI'� IN 2 (3) 2x12 2x FRAMED STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 161111o.c. AND 3" FROM EA. END. TYP. STAIR SECTION � SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1, STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENC LANDING FOF STRINGERS 1 CONNECT TC SCALE: 1/2" = V-0" WALL PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR 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" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. - SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR 3/4" PLYWOOD EXTERIOR WALLS DECKING FLOOR SYSTEM 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE J S6 TYP. U.N.O. H1 6 B D2 25 SH *EGRESS I OWNER SUITE 8'-0" FLAT CLG. CARPET ao - - G.T. - 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.' THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH '• WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- r--------------------� 25'-0" 1 I I I I H1 61 I A D I I 25 SH I I *EGRESS 60" X 36" TB SHOWER to O FIBERGLASS SURROUND TP _/� 0.. o A 2� 8 l IL o IT � ILEI F Ii11�► 6„ 4-SH WIC I 8'-0" FLAT CL . (4„ 206 CARPET I CQ l ACCESS, o'�c L 36'4 - - - - - - ------� R&S r�� s s O BEDROOM 4 w T-3" 8'-0" FLAT CLG. 7. CARPET ;n 0 T-6' 8.- -F�T CLG. TB u)10 1/2 WALL OR - W RAILING PER SPECS N W TECH CENTER k)2 11' 4" 2668 5'-11" 7'-9" 2668 & A BF =_--- _ _ -___� H1 O in l I DN 16 10' 10' Cal �� Ty; 5068 BFj I itI ----- 4 5 6 7 8 -- 9 10 11 1213 ------_� ----------- 14 5 6 W I LAUD I R&S 2652 8'-0" FLAT C G. TILE ------ -- 5'-11" 3'-10" - 3'-11" o 04 D I H 4068 BF N 9,_51" 3 '\ r D2 SIM. W/ (1) I MSTAM36 G.T. 1 5068 STRAPS @ - - BASE 11'-z" - - 2' F (ni � BEDROOM 2 �, BEDROOM 3 8'-0" FLAT CLG. I 8 -0' FLAT CLG. CARPET I CARPET I *EGRESS *EGRESS 2 SH 25 SH I OH1 9 © 39 22 D2 (1) I D2 D1 D1 I JAMB STUD OVER I H1 I ENTRY TO BE I I CONNECTED DOWN I I PER DETAIL 6/D2 L------------- -4" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 1 TYP. @ )2 CORNERS r D2 H1 O Ev SIM. W/ (1) MSTAM36 STRAPS @ BASE TUB/ SHWR TILE TO 7' A.F.F. i" v D2 O -HANSON BOX @ 36" A.F.F. J J co N -DRYER VENT THRU SIDE WALL -WIRE SHELF @ +54" A.F.F. TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE 4 OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25 S.H. 13 20 X 38 3 181 X 37 4 S.H. 14 20 X 50 5 181 X 50 S.H. 15 20X63 182'X622 S.H. 16 20X72 182X71} S.H. 11-12 27 1/4 X 26 26 X 251 S.H. 1H3 27 1/4 X 38 4 26 x 371 S.H. 1 H4 27 4 X 50 1 26 x 50 S.H. 1 H5 27 i X 63 26 X 62 1/2 S.H. 1H6 271 X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 4 X 25 1/2 S.H. 23 37 4 X 38 J 36 J X 37 3/4 S.H. 24 37 4 X 50 g 36 � X 50 S.H. 25 37 4 X 63 36 1 X 62 1/2 S.H. 26 37 4 X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 J X 25 > S.H. 33 54 X 381 52 J X 37 4 S.H. 34 54 X 501 521 X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 21 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A LS.H. 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 '/s inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handralls: 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: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. SECOND FLOOR PLAN - ELEV-B. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. 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. WALL LEGEND 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 FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) N N 0 a, CL U N co •- M U r C) L N L v � N Y N N (!) N -a s cr C) 5 to U ti U (v C1✓ f_L' �. c s u• O O a [_ U 1 3 .O -L5 R _ 11-1 IN'tiv tl1P/17/��'�� ..���`�\d\1;li .ti, F3RQ N o Ci fill 11I111111�`�1�ti 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 structural engineering portions of the drawing pages bearing Engineer's signature and seal. H o EII c n Q N N 8 cnp cNp i� y CDC �_J , O S uu-w 0- W cor,�- LL w Y y M < 0.co LL LL 0. W 00 0° O J WZ �p Z ZaixhoLLV QN� W ooa z z� zU) o a v -1 - N z �tit -J f13 w OW U � 0 Q 0 0c N � w Z _J " E a� Ir zo s Z g E xU azZ N t a0 e� �& I c co C: U NO QL Z aL 30 U k W ?� w� 0 °O = �U-) 0 m O CO N CT U) m Q0 ~ O � C00 D N C) o Ln Q N r ai w N 00 H N o Z Z E N o ra a U _J¢ p � JOB NO: 22-02374 SCALE : AS NOTED SHEET NO. 1.2 i -- - ,�-------------------� - --—t-_�---------------------N --- --------- - - - - - - - - ----- 1 RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS --� L INAIRM I 1M SCORED ML [11 1 STUCCO TYP. S (V 12 — 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON TI A FRAME 60 FLASHING _ 2ND FIN FLR _ T.O.M. ------ - - - - HDR. ---------------------------------- - TEXTU i1 �� I CEM NREDOUS FINISH ON -- L:1 _CMU (TYP) E]L_�] O�IC[__ 0 _ 5 0 _ ��00❑1l�Cl FIN FLR FRONT ELEVATION - B SCALE: 1/4" = V-0" 9'-0" RIDGE VENT T T Z.. 1 _ [- __1T� T _;_ _ 7 7 I J. i �. -� l I_ --T_, Ti�1TJ�T' ' T -- 1 i I - I . __.I_T T T "I -I� TT I Tt T �JJ ? J� T� J J 7 .� I Z-T- f-1 _Ti T.TT I__ 12 —15.0 1 � ( OJT � I T 1-_ T T T.. 1 _.. 1 T I - I— 11# — 1 1: �: T _J J 1:_ 1--_ _I _��_ FT J l-1 7- T _�. J , � _ ? 1 1. _ _ 7 f I T FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS :a ------------ ------------ EXTERIOR PLASTER ON FRAME 12 I—] 4.01 CJ 25-SH CJ 12 14.0 -- CJ/WEEP v F_ v 25-SH 25-SH ---- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - F CEMENTITIOUS CMU(ON T°; LEFT ELEVATION - B SCALE: 1/4" = V-0" 1� DETAIL. 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 Coverina R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier 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 the requirements manner to meet a e qu ments of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 -a or-o N fl- m X Lt_ LL Z � N •L M O L) Q 0 v r -, 0 a^` 4a'a�s:'] ? > ca �� O O V '+_+ LV .N;\\ �cz0 W N �''�ij IOC o�OFEgS1p�h ,� 1411 f/flllii111111`�����\ To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodde Building Code - Residential 7th Edition. Engineer's signature and seal is only for the etn,durel engineering portions of the drawing pages bearing Engineers signature and seal. W Wa ono Q N J N t� 2 rn (p u- 0 7 {(j J 0 i! a tZ IA �mv� u; a Y LLLL a OS -a 7S0rn 0 = 90 0QQ .. -rn aJ W= NF:,Z ao O IL O4°n' V � yQ W ❑ ❑ 0 V z z V) z LL 4-1 LLJ V � 0 W V) c a, U 0 c E °• E < ra F$ C J O Y g LL Z .'� � J crib o 4� �� U W ah= 21 UJ LL N W 5 0a ° c 0 0 LO rn m m L_ C9 00 Co N Cr Q- (n i � ~ 0 t` (D N O N LO r Q r E Z 4 N N Z ea E w v c a. 0 _J a o JOB NO: 22-02374 SCALE : AS NOTED SHEET NO. 2.1 �1■��IIOI,Yi>YIY,�V1�+r1 Iw4.1'�11..�■� ° I r 12 ' s�5.0 T iFT1 --C -- - _ I l J f f I i ._T -[_ I. FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS �_� i l_T-1 T._ 1�.� i- _I T 1 I J. I _ -77 _1 _ !---I-r I .T� �i .J. J _LFJ 7 EXTERIOR PLASTER ON FRAME FLASHING CJ 25-SH 25-SH ---- -- -4.0�- '----------------------------- ---- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 35-SH -1---1.......................... I... FI eme� REAR ELEVATION — B SCALE: 1/4" = V-0" 9'-0" RIDGE VENT �_.__ A �`t J r -. -1 �.�- 12 - -(_ Il[- -r 1_Lr Y, - l C I 1 1 I 15.0 �� I _ I -r.. J 1 J -a 7 J i C f 1. t 1. ,1 i. 1. I. i �. ,i _ I_ i 1 I [ _l _J 1 L -� I i 7 I J I i I r `7 J`[- 1 � J 1--l_ 1- l T l 1. i [- -1. ! . �. _. r I_.__J: [ 1 I l l I T_ i l 1 I i T 1 l TTJ-_ iY1 J J !T 1 I 7. 1 --1 _I _T 1. [. I. l 1 l CST l_ �_. - 1 T"-T l T -I !- 7 -T, L _ �7 l L_ 1 7 I_TI TT JTI r -------------------------------------------------------------------------------- FLASHING 1 H3-SH 24 SH FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 CJ CJ 12 4.01 �4A --------- -- —— --------------------------------------------------------------------------------- — ----- CJ CJ/WEEP --------------------------------------------------------------------------------------------- --- ---- -- ---- 2'-0" 1 H3-SH R--------------------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- --- -- ---- TEXTURED CEMENTITIOUS CMU (TYP) RIGHT ELEVATION — B SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Coverina 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.0-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier 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 I flashing, self- dhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714, The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 o O t` N (0 © Qm X �- M U_ a- r � U (6 N � Q) W Q c� N L, w � CtS Ui 0 O s - U -o -0 - LU o W tea, ,..... P. NSEOL U ,p . * O 4 F L 'OF'ESS10 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. 9 Co 4 oo g N N Z LL G,�� u"a LL U_ a 13 rn t ; O co N � ILW .�rnrn , L. �• N Cl)MZ JN O � y W z 7 tl N Q1 �� _U' LL l'6 W U a 0 N r~ a — I � 1 Q -0 . 0 N iA4[ co W Z LA. a E �p a QK"i Z® Q H Z E if C'J _ W � roZ S ¢ �o o rr� - ` g g3 Z o g0 az W v 3 will CD 5 0 > Lo CC O rn E m 00 to N 001- r 4-0 4-1 CO CN N L) �.._ Q N r E Z 3 N N a o z a U _ ¢ o JOB NO : 22-02374 SCALE : AS NOTED SHEET NO. 2.2 r�l■Y■Yul■u �I�l>�.YhVJi.V Ii1��9111�W�li��illi.:,,�.�il�;�►�:.. 7.;�....; 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 comer counters. ELECTRICAL KEY L DUPLEX CONVENIENCE OUTLET PqT DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUSTFAN ;O EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER wl ELECTRIC PANEL _—MLL DISCONNECT SWITCH Q,�� L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 15OA1200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP n 200 amp 150 amp #14 copper to lights & outlets 112 copper to 20 amp ckts R10-2 copper to WH s10-3 copper to Oryer or 4/0 SER Alu UNDERGROUND Discot POWER CO. FEED INTERSYSTEM Bare Cu Ground BONDING UNDING WIRE TERMINATION PER WITH CODE APPROVE NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. II ALT II j I AC PAD I j I� �I OPT. U.C. OUTLET SWITCH FOR DISPOSAL X GFf N j -7 I i I i I DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS F- - - - - - - - - - - - - - - - - - - -- I I I I I I I I I I I I I I I I I 1—r I I I I I I I I I I I I I I I I I L------------------------------------ J 3" RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER GFI @ 44" A.F.F. lil 3" VTR 1.5" VTR I' I I� I I I I I I � I I K\ I I III 3" VTR I \ I I, I I \\ I I I � I j I ice/ � I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN - ELEV-B SCALE: %4'=1'-0" O O co N •" >✓ U M 0 Y C O O Q) �-+ Q O sue_ n V C C2 `C-. W J .1) IVY .L ! C O O v) W chi 0 N N 0 To the best of theEngineer's knowledge, information and belief, the structural plans and spWfications 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. Qo 00 �pp*it 0 N 0 � rp � I. r °� u" w w a c � ��u- Q. LL � Z QM a LL o L t0 00 W�pjOi ' C < m O d a a Z L N C0Z QQrA O U U J y Z W C1 ❑ ❑ ❑ Z N M Z z o a -, - z E3 M M .O — LU W o 8 N �cn cm�-_ Y ru w A g U U � • co t� cn E 20 QO ZZN 4 R d O N V �z > Z oa 00 ID i d Haagp �s ZW �_ ? � U LL y- 'FaQ` 124 > U-) M 0 00 co :Cr N i••� T r Cfl CD N � N LO T� Q N T E R E MM W N H cV o Z Z m E N m v ci c JOB NO: 22-02374 SCALE : AS NOTED SHEET NO. 3 YW�all■Y!■li��l�:---��.. �IiYIYfJYu�lt�ll��IWII�IIII�WIWI4� II.� I�a�,�.�.�, I�fWa�.�I" � i.� i a 0 4:12 SLOPE `r 4:12 SLOPE I w I — — — — — — — — — — — =W.1 MEML I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I P 5:120 SLOPE 10 011, w a 0 r 4'-0" OFF RIDGE VENT GI <<F y w 9 cc 5:12 SLOPE H Z W cr O b) w a 0 W N i I I I I I 4P I I I I I I I I I I I I I 5:12 SLOPE I I I ZONE-3 I I ATTIC SPACE I 1071 SQ. FT. I Q I I I I I I I I I I I I w ZONE-1 a ° ATTIC SPACE 97 SQ. FT. ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Ridge 1/150 Rule 1/300 Rule Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) -- - - -- - Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to ventilation vented be provided IN. of IN. of Ventilators (See Elev) required soffit ventilation soffit by upper tilation Ventilation tilation Ventilation needed required needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 --. ------ 0.0 (Zone 1) 0.0 0.0 Main 0.0 0.0 Floor 60 58 8 29 2 14 _ __ _ _. -___ 0.0 (Zone 2) 0.0 0.0 Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN-B SCALE: Y4"=1'-0" W O 7 O M �1 r " X r MLLQ. r '� N L � c ANY a cu W C. 0 O C- 0 LLJ 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 - Residentiai 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. n ro QO N ik N 92 g' J tlJI �No3 LL LU i O C J W N LL a JLL _ O tr tm�yqy� a. t 'm C' G m O J W0�QjO7 d� a a Z N M Z N 0 v o��� _ ❑❑❑ W U Z ii cn Z o"'SSSt Q � J d � _ n z Co. W U � W �p o_ W p (�) Ly a� Ln ]k UU S so co J " E 05 a o Q oo H oo� a� 80 cFF rp <8 � �� 0 zN� a�i Jb gLL a t� g �3 W �z J o W � gig � 0 c 124 >Lo 0 V a; W 0 00 co :3 N r� T A VJ S I— 4—+ � 0 � MCD N O C5 LO r Q 04 a) 41 04 N N N o Z z = E y E a; `m EL U -1 Q o JOB NO: 22-02374 SCALE : AS NOTED SHEET NO. 4 OW • ; ` �r #5 CONTINUOUS WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB •,• . •,.' • REINF. SEE FND. FOR UPPER 1/3 OF SLAB THICKNESS WHERE �.; QUANTITY OR FIBERMESH SHOWN ON ;; :,;� .-. �' ; .r #5 X X CORNER REINF. SEE PLAN. FOUNDATION PLAN �'• ' ' ' �' ' ON BAR ONE FOOR EA. _ •. ' HORIZ. REBAR, TYP. U. w U.N.O. LU GO "Alternate: °� The reinf. bars shall be :Y • • �: • • :r • �: • • :; . • :r cont. around corner by cold bending the bar w/ min. bar lap of 25". T CONTROL JOINT DETAIL TYP. CORNER BAR DETAIL - 0 SCALE: 3/4 = 1'-0" FAAD� SCALE: 3/4" = 1'-0" I ALT II AC PAD I I N 0 LO 60 o_ M O r M 41 S6 00 ;n TYP. @ 2 STORY TOP OF CONC.I PAVER TO BE 4" BELOW FIN. FLR. co L a, S3 TYP. @ z ENTRY -O O It:n O N LL z DC-'X O I- 0 O U) 3'-0"x5'-0"x1'-0"- '- t" W/ #5 @ 8" O.C. E.W. 25'-0" 13'-4" 2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. 5'-2" 3'-10" 10'-" 0 7-4- L -4„ 33 • i l •i in I• 11 • Illy--------------- -- —-------- J II`11 S6 --- PROVIDE 1-1/2" ---- RECES HVAC CHASE STORY FOR SGD DOOR. REFE . LOCATION Illll BASED ON TO MASON'S SCOPE __ I I FOR WIDTH I II I ll o 11 INDICATES FILLED CELL = 1 1 W/3000 PSI CONC. GROUT I 'T Illl FROM FTR. TO BEAM 11 W/ 1#5 REBAR_VERT. _ _ C.J. 1 I ABOVE SLAB. TYPICAL I 1111 @ ALL PLACES SHOWN l I (HOOKED FTG. DOWELS 17" I 1'EMBEDMENT W/ 25" I II4XT. ABOVE SLAB "GRADE 40 1 1I of STEEL" I I II I 11 • I 1 1 I Io F II I II x 13Y" MIN)000 PSI CONC. SLAB III FOR HERNANDO COUNTY ONLY 13Y" MIN. ��00 PSI CONC. SLAB OVER I to 16 MIL VISQVEEN VAPOR BARRIER I I ll C.J. - - • I II 1504" 5'-3" S ■ ,4„ I I I I I I I I I I I I I 1'-8" \ 1 1 CONC. SLAB 0WAN ►♦ �♦ 1 1 1 1 1 1 1 W.1^C YNN -Y,:f�YfHHJiHHHHHHHHH'HH11:�� is'�•� IiHHHHHHHHHHHHHHHHHHI DOWN 0 80 • 1 ® 1 j I RECESS FOR FRT. I I PROVIDE 1/2" x 911 I � 1 -4" I , 1 00 1'a4" i1c- T I S3 I 31-0" BUILDER TO PROVID� w APPLIANCE PROTECTIO I O I WHEN REQUIRED PER FBC I N I 9,_4„ 9,-4n • —t- - - --I-- - C.J. - - -+— 1 o I I N I I I I I 12'-6"x2'-6"x1'-0' I j W/ (3) #5 E.W. � (2) # VERTICALS �l W/IN FILLED CELL I � I —+— I I I A J I S3 I S3 L— _...----- ------�------------- J • it-OIL16'-8" '-0' 6'-4" 18'-8" 25'-0" 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. J TYP. @ 2 STORY 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 g 0 r; I ih PLUMBING LINE TO SECOND FLOOR o 4 tr Q Co 10 O c Z cr TYP. @ 9 H P SINGLE O N STORY A C7 } S3 � O O� HB q u- in M FOUNDATION PLAN - ELEV-B SCALE: V'=V-0" O O t` M 0-, U N N S� C13 X N � a ,- � N L .- C.i N Y Z � � O N O v 0- (0 V' r O O - 'i 0 •� �1 L I . ........ it a .,•• F L OFeSSION,x ; /�jll/11l Nl i, a 111ti�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 - Residentiai 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q 00 v S d�� u- Q a, a- S e r` w tll �oN0 "aye JLLLL a 0 Z L'9 5; � O ca o 0 �. 7i0Nr0 00 J W��pjOf ¢ a a Z Go Go Cl) Z - N 0 N IL 0U (1)W Z ❑�❑ Z Z � Q � U) Z $ N o L13 W •U Ow V) Vror W a C) • CO CO J g Q E o ~ r0 E 0 g°= zo � g z U:) C LL az U Wyw U a� ~3 CD v ZI4 U °O = 0co 0 00 (0 N T T— C m CO 01) 04 O N T Q N T E z N ' 00C `� V c ? a E ty E es 0 - a o JOB NO : 22-02374 SCALE : AS NOTED SHEET NO. 5 Ii„�+a..liirw I I��1l�l�lilul,YlLul.,ly�'�l �i�l�l�lll4l�ju;r�i�l�.,iu�•..1! � ---- ._._.._-: -..___ :. 2x BLOCKING @ 24" O.C. MIN. (2) STRAPS 2x BLOCKING SIM. @ CONNECTIONS TYP. @ CORNERS SIM. @ CONNECTIONS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft AND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH .XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=oft [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 1 3 13e1 3r 10 HIP -35.94 -49.57 -49.57 1 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 1 1 -60.99 1-78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/16" EXP. 1 i%6) or 1%2' EXP. 1031,6) TILE: 1%2' EXP. 1 (33116) 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 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/a" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. LOW ROOF/WALL--{ SHEATHING ATTACHED\ PER NAILING SCHEDULE LOW ROOF TRUSS W/� RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. 0 (2) 2x6 BLOCKING UNDER 2nd FLOOR WALL w/ SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END SECTION @ BUMP OUT 39 SCALE: 3/4"=V-0" PLYWOOD FLOORING �_5� FLOOR G.T SEE PLAN UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 112" 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 1 112" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 1 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) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d A-1/2 K HD3B * 3130 3050 1 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" 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" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _ V (2)LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/(32) 16D SINKER & (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 590 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+I- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE V-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) lit OR 2 PLY :ARRIER R 2 PINY C E GER_j xCOTLD SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV - B SCALE: Y4"=1'-0" O O O M N LUN N Q Co X M U_ a Y M N Z U N W r c>) O Q r U G) --0 6 0) 00 -� O .� o LLI OY '•.�, it o �; ••�, Y/ E S S 0' rze I� 11111111111110 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 Ah Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W I- Q a ttpp�^ 0- NQ�8 N J 0 N Ji ik it-W d! (30rNic� Lui LL a 4 c► Z13 9LLLL a� 10 v O 1% W �t l�0 N G w OIL J J �pjO' Q d 1a— N Z .j Qy 1— N CS_N W OU ❑�❑ Ur � Z ry Z o Q O 13 C i� fn Z o C' o LL 4 O V) w c U = w � t I Q so ti zz z M J LL E 0 v, 12 cos = o Q Z G�s E: U c r6 _C O E CN a. i8 a p °dz w¢ o8 o r gz N C L wo ao �g NqC - oYu �0 z Z Q% N N J <� Q W �zo WU- .9 =s g olI= z Q U C C:)y E2 A _ / O A\J V L M �Q"% Cr�T r ) U //1 � O � M 04 O Q N r 00 N v; CV o Z z E CV oc CD d U _j Q JOB NO: 22-02374 SCALE : AS NOTED SHEET NO. 6.1 [-------------------� I I I I I I I ) G TYP. 1 G U U V I j 4 TYP. S5 U.N.O. I t I I L------------------------------------ J I 3 (2)O TYP. @ HIP CORNERS 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) 1400 MPH VIND SPEED (ALLOWABLE) 1014 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) 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 1 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/e" EXP. 1 CY16) or 1Y32" EXP. 1 (3�1'6) TILE: 1%2" EXP. 1 (3y6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN %2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y�' x V. ") 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. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ 08) 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) 10dx1-1/2" 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 1 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 1 D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 590 1 555 12-10d x 1 1/2" HHCP2 680 570 20)1Od x 1-1/2" ` MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (''). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE V-17 ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) Xt OR 2 PLY ;ARRIER 2 x CONT L'EDGER� rA) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV — B SCALE: X"=1'-0" >o N O Co N L r cU�Nx N CD- T 4 C) s N z z 0 a) c �- O V t _a 0 LI '��✓j� oko V`t/ SF_��'' - 0-- � J IN L �°vk, d� _ \p•.04 FLOC : 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. E Go Q c N ~ -J c 6'_w .4 r6 M LL LL a S o _ 0 0 Z 2ro4 0° fi" tgc, 0�' 0 J W C/) ¢ � ¢ a Z u007 M Z J o N O0 J conIL W ❑00 Z N Z z d LL Cz 0 Lu Ln C Q S� o M M z w Z J E Yo 0 E U F rp lo wo o U o� z NE � ol a � ado X W J y >.. <n ro ` mo' o N pH W 8 z av W U 3� Z o 0 8 O = �U') T 00 t0 �. d' VJ O � CM 04 O N LO a Q04 r M C 00 z E E o ai 1`0 a 0 a o JOB NO: 22-02374 SCALE : AS NOTED SHEET NO. 6.2 ��:.-t..r.11rill0■tY1111�1 IIIWiYIItIa�Yl�,l..l;1�u� Ibl ■ �dl... s,�:'!!s:�'�l�a�j_�„=�,�-- GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L1180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .O ­79a e vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF40OB/1T 8F321B/1T FORM dr GROUT SOLID o �w � J O #S BAR cow. 8F12-1B/1T © O V' LINTEL DETAIL SCALE " N.T.S. 4'-6" LL 1111 rill F = FILLED WITH GROUT / U = UNFILLED a ° R = RECESSED QTY. OF #5 ° e REBAR @ BOTTOM ° OF LINTEL CAVITY a 8 16- B/ 1 T a C tNOMINAL. e QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- o HEIGHT MATERIALS cTf' precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 pal. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8' aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. -#5 REBAR AT TOP MIN. (1) RECI'D .1/2" CLEAR � .M.U. GROUT 5 REBAR AT BOTTOM OF LINTEL CAVITY -BOTTOM REINFORCING L PROVIDED IN DTH LINTEL (VARIES) LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) ALTERNATE POWERS STEEL LINTEL REBAR AT TOP MI O MIN. (1) REQ'D 1.1/2" CLEAR 4'-6" LL O 8'-8" LL 'LL Jo i 0 lit J VIM �U0,-w i�i 3'-8" LL o M 1< ul aLLa3� 5 REBAR BOTTOM ,� co a v AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemendtiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION Q 9'-0" LL O MIN. 17'-4" LL LINTEL PLAN - ELEV-B SCALE: Y4'=1'-O" O ti O c�> 0- CO X M !L 0- '0 N L t6 O N Q 0 QLb W C: fCf U, 0 O .O `O LU • 5\Q \ FLOP. '•w'� ✓���� �QG�'cE•SSlO��'�\\\\��ti\ To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a 9 m a CD � 8 �'+ O J N c' j LL ", (0W 0 � ,�, co 93 a a �rnrZ� -w u a ayN0 P JLLLL (L O rn � W o $ro a Q T. N MZ Qrn O LLW coCID _J ILW O U 6 3, 8 ❑ ❑ ❑ N V Z Z Q rl P E3 Z _ LL � ,l/1 T 2 N .0 JL O U_ C) Q Q s cif J =g a z Q E_ C) 0� o° W Zg� 8 E a N L O 7 Zvx g� o� MJ LD BCD V p YIZ UI °O = to 00 co N Cr �- m co CU N N T Q N T m M a 00 N cVV c Z N E Y ` a U Q 0 JOB NO: 22-02374 SCALE : AS NOTED SHEET NO. 7 1; , i 1 1. 1 u.:. 1 1k. J.44 J NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(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 t 2 INCHES (914 t 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. 1 ST 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. . 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 VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL OF 100 PLF APPLIED C 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A6151M-12 MIN. GRADE 40, fly = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2" 1 Y2" Y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-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 WI 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 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS WI 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'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET F THE CONCRETE, SPACING AND ALIGNMENT ARE T BE IN ACCORDANCE 0 CO C S CI G G 0 0 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 LLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 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 si n 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. Irripation/sprinkler systems includin all risers and whin splay heads shall not be installed V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is require 9. FBC R R318.1.5 C ncrete over and mortar along the foundation perimeter soot must be removed be ore extenor treatment 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemipal 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 a licensed control company before a certificate of occupancy will be issued. pest The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" 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 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE T YP #2 R BETTER N R MI R LAM TO O AND C O AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. O~ o 04 `A a r ) n 40 s .J0 1N, LU • J OP s F S S 1 �:rrrrd t t ►�t���\ t t t t I E To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. tlJ $ W o E CD 000 O 8 (0 11_ ik aN, Cco J lJi 0 'j lfl °Q IA 9i 4. W 04i 0 LL 0. dl a a C r LLLL a � 3 0� o (� z Z r mg 0 O: •� N t0 rY 0 WoMpjO' ¢ a ¢ zcm Co , z y O LL O Ja0 ILW a0 0 _j y z ❑❑❑ � z 2 z M 0*0 -� w V) � w z s Q.j H %° oqg z0 00 Z N i g ado Z ro C .3 Z- "m �i 0 of Zr zC a� Jb <'w �z W w a Ylg CO c O 0 L O ^' W C9 CoN�. :) T__ �1 Cr T a ^ I.L Co O C� CV O rl-. NLO r Q CV r E M N 00 CV p z z E CV E v c c a v -1 ¢ 0 JOB NO: 22-02374 SCALE : AS NOTED SHEET NO. S N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-l" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH" **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF I HOME H C G GARAGE SIDE 0 O 0 T-0" 10 STUB -OUT FOR 0 o o ;n GAS METER CV • 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. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR 4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 1X-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI Joist Backer Block Filler Block Thickness Series Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x P — 1-1/8" or two 1/2" 6000s 1.8/1.7 ,NOS 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/$" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x — lumber DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ye" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack 'Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas--20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10dl nails at 6" o.c. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) D (see table below) FILL CELL kn w CONT. #5 > STD. 90" HOOK BAR —� STD. 900 HOOK BOND BEAM BOND BEAM STEP SCALE: N.T.S. CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMNrPLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN J :-— COLUMN AND,.-'_ CONNECTION �r L .� 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. BRIG. WALL N.T.S. 1/8" min. ) Small gap 2�' min. 2" max. 4 max. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate i Q ® 9-1/ _' 2-8d 2-8d BCI5000s 117/8" 2-8d 3-8d 14" 2-8d 5-8d possible - - -- 9-1/2" 2-8d. 2-8d when _ -- Inc nal s po � i BCI 6000s®' 11-718" 2-8d .I 3-8d BCI 6500se-14" 2-8d j 5-8d _ ^I J 16" 2-8d 6-8d - 11-7/8" 2-8d 3-8d — BCI 60s® 14" 2-8d . 5-8d Tight fit 16' 2-8d 6-8d 11-7/8" j 3-16d I 3-16d 2x4/Plywood/OSB web stiffener 2" min. gCl 90s® 14" !_5_-16d' 5-16d required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* P& When joists meet over wall, provide F1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. Ur- l,V I ANTVVnChfC IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS, 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 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 %" 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. SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS I �1 — r 2X TOP PLATE 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing I META12 TSS INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails, Install tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /4"-2" gap V1, p 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 o� depth �; JI-I� �✓d, I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM— SEE PLAN FOR--'•• • .. FOUNDATION INFO ` a ' 4- STEM FOUNDATION GRADE REINF. SEE PLAN wtr t,nAoc: If rv%, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. IT — LOCATION OF T/2. SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION t- v ' 'TI—I 11— 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION O A ° PVC OR SCH40 SLEEVE PLUMBING LINE 4 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 o °v. a ea L a Ilrr III m ��T v °JeA a-4 ----a -- , . SEE FND. PLN. SIZE & REINF. N � O �- co a L 3 rf tU d i ,N-y Q j Q, Cl, k, nJ It. x J 0 0. go �,v� ti`. A. lam•... .. SE. F L � OFESS101, 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. h 8N S �*k N �� S co1 LL � ' �U.ii Waw _ Z me ffip o O jOW oa m d Z z IL QJ„N oi U�vVi OD 000 W N z z � z � � E3 (n V) (1) CD 0 M t"6 V � � OLu0, s kn c YZ Ln M U U _Q o M � w __J E E Zo $o > 6 ao V H M l R H °` o K O g� z O E t �g go �< rc� Z coC:om rJ C U N O o Q42 W CN to 3 J g �o w g= 12 > Ln O rn B c� 00 co (n o CO O 04 O .i� O Ln T_ Q M T E c, 0 M z z � E N " � a ¢ o JOB NO: 22-02374 SCALE : AS NOTED SHEET NO. SN 1 C w Cr co 9 g av J 3 a N 8- E 1.2 g d i 0 i i CD I N a 0 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR „ GYP. TYPE „ 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) 5/810 x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @GARAGE SIDE IF .-.. - - - -- - --- -- INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" PRE ENGINEERED WOOD i APPLICABLE. -. _._ _ 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN 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 31/4" TAPCONS @ 24" O/C & ,� SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR EACH ROOF FLASHING AND ROOF FLASHING @ TRUSS (SEE UPLIFT SCHED.) W/ COMPONENTS TO BE IN ACCORDANCE @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r _ _ - -- _- " - T ° » „ „ IMPSON SP1 w/ (10)10d NAILS 5/8" x 10 J BOLT @ 24 O.C. W/ 2"°x3/16" PLATE WASHER TYP.) IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS W/ R903.2, FLORIDA BUILDING CODE CHAIRS (TYP.) WWF OR FIBERMESH "' "' ELEV. 0'4" (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 -x l A.F.F. 11x O.C. OR 10 WEDGE ANCHOR 2rr x 6 W1.4 x W1.4 INCLUDE 6 x 6 W1.4 x W1.4 R 1P° SHINGLE ROOF, SHINGLES TO _ a n _ - -- J -O.C.) WW F OR FIBERMESH ATTACHMENTS2" WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM - - - m D o I I I I ELEV.-0'-31/2" z 31/2"MIN. 31/2"MIN. ' D7158-CLASS G or H, or AS D3161-CLASS F, IN T - ; - I I ° I' - 2x4 CONT.Z A.F.F. g l 12 ACCORDANCE w/ TABLE (TYP.) R905.2.6.1, FLORIDA VARIES _I I L- - �I I r =r �h��_ - t .� _I -J1 = I - o I I` N ° 1/2"(min.)- 4" o a rr - p • LU - 1/2"(min.)- 4" e ° r CODE 7TH EDITION (2020) � � I I —I I I GARAGE DEPTH VARIES 31/2" min. - 4" ( � 31/2" m n ( ) - - RESIDENTIAL 8„ INSUL ION LE ROOF SHEATHING -SEE TYPICAL INTERIOR BEARING4 (2) #5 CONT. �� » » 1-4 8r (2) #5 COCONT. m TT�'A" TTrB»` FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP('O'B� U.N.O. MIN.TYPICAL TYPICAL BEARING WALL STEP SHEARWALLrc,��@ U.N.O. BEARING WALL STEP CC ELEV. VARIES - SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP os JOPE`� STRENGTH CEILING EDGE BOARD ER CODE OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE oSEGV W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING QCS ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. » CEILING & 8 O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C @ KNOCK-OUT 6" N 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK CONT. EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 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 N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. p� CONTINUOUS TO FOOTER BELOW 90 fIOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP ] #5 REINFORCING 3500#, MIN. TENSION 2600#) SPACE ANCHOR ARCHITECTURAL SPACED EVENLY w/ (10)10d NAILS "' FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 "1 �* FINISH 2x P.T. PLATE TYP. '- PER MFR INSTRUCTIONS o END OF 2" x PLATE WWF OR FIBERMESH �, € 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 > a s s GRADE n . P vCL GRADE 40 MIN. Fy= 40ksi -n #3 #4 LAP SPLICE ° 1/2 GYPSUM WALLBOARD ° r D FINISH GRADE [GRADE 60 MIN. Fy= 60ksiJ a C ° 4 U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL z_ °•, > ,. 25 MIN. LAP [30" MIN. LAP] g CELLS (SEE FOOTING MONO SHOWN °O - - - ° FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY = _ _ 6 MIL VAPOR BARRIER C ;. ° I z R 1 7/8" #5 REINFORCING BAR - 1x4 P.T. BASE NAILER „ „ 1 #5 LAP SPLICE 4 x4 INSPECTION - NFOR • ° 3 „ 31/4 BASEBOARD PORT AT EACH iv BEARING WALL ) I - COMP. SOIL. (COMPACTED TO - 36" MIN. LAP 36"MIN. LAP [ ] ON COAIRS " (TYP.) 8" 1-4-8 TYP. FILLED CELL TYPICAL _ W/ UPLIFT ONLY _ - .' 95 /o MODIFIED PROCTOR ASTM - °MWO 10 MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER __' N' -� -- D1557) 4" 1'-4° #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE#6 _ LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND Wl AXW1.4 WWF OR FRAME WALL TO C.M.U. WALL CONNECTION rD'_*� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT rG DECO FINISH 4" to 6" _FIBERMESH BELOW GRADE »_ �_ „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 »_ ._ ,. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 ��3� SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. S3 � � s N Ay z Z v ° I III 6 x 6 W1.4 x W1.4 SEE PLAN VARIES'I' 1 1/2" RECESS FOR 6 x 6 1. • " WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN LAN S.G.D. (U.N.O.) FIBERMESH 6 MIL VAPOR o - z min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR I - BARRIER 1 p D N a _ ° A v GRADE AT 24 O.C. MAX. SEE PLAN FOR „ " " " „ CONNECTIDESIGN • • COMP. SOIL. ° • ° co • TOP OF BEAM & LAYOUT ° .. ( - - COMPACTED TO 95% ° I I _ (1) #5 REBAR w/OPT. SEE ROOF PLAN c ° °' °. ° MODIFIED PROCTOR - ' S E N NCLOSURE I_I � � (2) HTS20 FOR STRUCTURAL,!- ASTM D1557 � � r � � I � BEAM SIZE & � a 3" MIN. CLR. ON (2) #5 REBAR CONT. - - I 4' I CONNECTION INFO a • M - 1'-4" (1 STORY) ON 3" CHAIRS „ STD. 90 HOOK (SEE MIN. U.N.O. 4 1 8 (2 STORY) DETAIL) ,,-2x4 P.T. TE 2x4 #2 SYP P.T. FRAMING w/ TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L 716ol o.s.s. MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING / I 8" SEE REIN FOR REINF. INFO. SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 Uj ¢ SCHEDULE PSECTION 1/2" GYP. BD. COLUMN LOCATION ¢ SEE TYP. WALL OR ADDITIONAL P.T. 2x SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o � CONNECTION INFO. SLAB STEP & RECESS S.G.D. M 0� '4' J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND �--¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND . ' �. •.- INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS /DRIVEWAY EXPANSION JOINT .-. 4. 4 - 31/2„ SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS CONCRETE SLAB 14" O.H.D. RECESS 13' O.H.D. RECESS E • ... •- GARAGE ATTACHMENTS & 18/D1 AT 8" O.C. PAD FOOTING PAVERS °'' M 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 W/ DRYWALL SCREWS 8-O.C. EMBEDMENT @ 12" O.C. TO FOUNDATION PAD • ' ' `= • • = '•- •. • T • i•.• STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' T �. •. •. M PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN M _ MIN SHEAR 1 #MIN CONT. BEAD SEALANT "' 80 � ¢ / MI VERTICALS j N. (2) #5 � ? GRADE 4" oQ ;' ;. '�.• N j oQ TENSION 120#) CONCRETE SLAB J FILLED(SEEPLAN FOR 4 _ _ m 6 x 6 W1.4 x W1.4 iv o IZE AND W S REINFORCEMENT) LU c7 ? • �y. •4' ;' I `- WWF OR FIBERMESH M = a w w I' v BRICK PAVERS or SLAB PER p o �' _ z • •` • • z ' N - 0'-0" FIN. FLR. COMMUNITY SPECS " � _ f I_ SEE A/S3 OR J/S6 r SEE A/S3 OR J/S6 - I I 6 MIL VAPOR - - , .1 FOOTING U FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER - I - r I - - __' BEYOND _ 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) - - T'- • • •• • v '' '. '. :•. ' ' PAD REINFORCEMENT ' - ' 3"MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOW ( ) V-8" 2 ST RY ( ) 4" 4" • 4•y SEE FOUNDATION ; �, : CONC. PAD INFO. FOOTING WIDTH �. ¢,, SEE SCHEDULE r GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"- i'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. � � o N o Q' a � u,@dN� 7 �• r- tn N o �(� W O W 1441 o 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. E ti �, a at N y 6 a: �rN0 LL CL Y 9 LL J Wa cn fQ �" o Z tm�' 0 OG c � zoo W�pjO' c d Z M Z R y N L a pV U cVn Z W ooa z z � 13 �z � c� o C1 Z U O Lu 8 � ru LLj U ¢ 0 B SO J " E� ?u Q E o w= z E° Z o E CV O �_ g Z V5 U Z J o $� 9t3 Flo 1 O >LO rn m 0 00 co �1. : T W s (O F- + m CO N r.» N LO �^^ Q N T E CV OQ .. z a. U J Q 0 J JOB NO: 22-02374 SCALE : AS NOTED SHEET NO. S3 (MONO) 5 (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 DOUBLE 2x TOP TONEAILS SPACED EVENL EVENLY EXTERIOR FACE OF BLOCK „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 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)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. S4, MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT J �I�!i�lliil�l�l�l�!+�I�■ - l • •• • • ■� �■ III '' I' li ■ IIII�, NOTES: 1D FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ( SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J " 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 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a , 8 POURED CONCRETE BASE FOR BOTTOM 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. 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" 31 /2" r'1'yi sFF �N� 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" —/ O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFFR LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a IARAGE IOOR W/MOUNTING ANGLE - NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3 (2) (2) (1) LSTA30 9' -16' (3) 4 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER e EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. Op SIMPSON HTT4 TYP. Op 4R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. 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 BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 CRICKET AS rBLOCKINGW/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD v 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" STUD NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L MAX.24" O.C. . O PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FO R STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF . 08„ SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION X P.T. 1p PLATE SP4 SIMPSON SP4 --� TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC LINTELS SP4 SP4 SIMPSON SP2 ..r -NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS / S �PSON SP4 LINTEL / TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. I&NUT JXIED A.T.R. I&NUT SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED is I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 ROOF TRUSS ABOVE F 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" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" WITH O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD Q4�7 o • 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 D 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 R SCALE: N.T.S. S4 0)A O r. O O m 0- r r ,.- C' z (3 -GCS n -_.- 0 -- 5 n N O 4 u C, .0. wco O x C ., FLo .4 0 .,. RGFESSIONP \x\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 An 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 r- a ( g O N 1 J 0N � "j LL FAcirn�w aW A SLL LL w a yrNiv a ��en Z L M cs 13 o :e O W rn ¢ ¢ MZ L N0 Z O U U co W �O(] z z J v CD -I C1 O V) c �, YZV) ru c d �Q z M J Z a � U_ Eo WLL �O o U oa zSE tcu ^ ��Ew �� ro L W W J ro z U Z F z� y J 35 a� g. 2z nz W `� 3 wLL !z �W J g C ` O = 'U-) O 91 �o c� 00 07 4-0 M N O N Q � T N z c a E N X E ai v o ¢ o JOB NO : 22-02374 SCALE : AS NOTED SHEET NO. S4 �YIft�YiYtlYiil:���ldld.,l,:�uu �y{IIYI�■11� SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (g 1 /4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45"t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 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 & (2)1 Od TOE NAILS @ ' AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALLBOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD7 EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND RI NAILING SCHEDULE FOR SHEATHING `DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 10d EACH JOINT w/ (3) TOE NAILS @ EA, END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL 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 W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2)16d NAILS W/ (2) 16d TOENAILS x "L2x4 PANEL BLOCKING @ 48" O.0FOR 2x BLOCKING 2x4'T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH " BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSS. ES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4'T' ON TOP OF PANEL (2)16d 48" O.C. INSTALLED PER MANUF. x @ I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO J @ i I SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" 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"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M X-BRACING, AND TOP co SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION tO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 19 1/ (2) 16d NAILS WOOD TRUSSES " 00 to 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING FASTENED AT AT 24" O.C. ON TOP OF AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF 0/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 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARI G LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5� 1INIMUM 2x ;ROSS BRACING 5EE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2)16d PER JOINT 2"x4" MIN SFF M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SH SCHEDULE XTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.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 MAX. 9" UNSUPPORTED, IF >9" SEE I 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. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR r CONNECTION 2x4 "T" ON TOP OF PANEL r BLOCKING, FASTEN WITH 2x4 BLOCKING W/ � 10dx3" @ 4" O/C (2)12d TOENAILS SECTION 9 SCALE: N.T.S. S5 '--MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 1O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 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 GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON 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 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, I r- CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) oilI� !!� BRA w/ W • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON — LOAD BEARING LOCATION UNEVEN CLG. E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" T-0" - 6'-0" 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 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. �Go o a ✓9c� CORNERJACK U , w z 0 U HIP FRAMING REFERENCE PLAN ■ a NOTE: STOP 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 SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 0 N -a �L u N (" 0 O Cj N .s, a - -., 0 (�~ 0 O 17LO 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. o �g oo 2 ft cNp `�Q� J N 0 N oo LL W ? di � �J�w co YYn `co ALL" a o t9 m Z L o c c 00 w mNco K O W�O_jO' d�a Z NL NZo wLN 0LLW V yZQ U ❑ ❑ ❑ Z N }Q$ryq{ � z Q Q � a N �_ Cz Cz QX N g U � � O�„ s N C-- m v � L 48— C=) N M J 8 OL14 i o a o a Z® 9M xc� w� goU z of N 9- a¢g o N a) c < a m a o� z� z J �b Z� 0 O O y4�I a � = Ib 0 cCD = 0 > Ln 0 rn m ` (D L 00 07 LL V) m CO -0 N N r 04 M 04 0 N o Z a N E 0 U Q p JOB NO: 22-02374 SCALE : AS NOTED SHEET NO. S5 rR 5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SCREWS 7" CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL., -- DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER\ N I 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" —� GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB ------ INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENTJV STD. 90 HOOK (SEE DETAIL) 8"W%16" CONC, KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT 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 i ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W! 8d @ 4" O.C., 2 ROWS 1x2 NAILER � PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 � FOR MORE INFO O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER LL w METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK. � INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST *SIMPSON LTP4 w/ (12) 8d xl 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" ux NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ 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 4TE W/ O.C. )OR TRUSS/JOIST 2x STUDS (CV I 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK A FLOOR CONNECTION B S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS K`N� SCALE: N.T.S. S6 E S6 PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN �I SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8)1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=V-0" S6 15/32" OSB �I EXPOSUREI Ix II SHEATHING PROVIDE II II BLOCKING AS REQUIRED PER D w o SECTION X-X IF II _ W� NOT FULL HEIGHT SHEET C II II o 0 Z N II II G FLOOR SYST M (2)- 2x TOP PLATE BEYOND 1 Tj� T_T II 15/32" OSB 1 I I EXPOSURE r SHEATHING W F II II II x SOLID 2x III C III II II II I BLOCKING ALL C SHEATHING 0 EDGES (SEE III OPENING S ECTION -X — III III x II II Fr II IF x E w _ 2x STUDS III III II II II BEYOND. y SEE PLAN o III I I I II I III II II I I 0 II I I II 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 W SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT LU PENETRATE SURFACE MORE THANYs". r 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 LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. O Lu OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U)) OSTAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL w W LL I— O p� O PLYWOOD SPLICES @HEADER •NAIL SHEATHING TO HEADER F _3 } 1:: O ' w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. O P 0 0 y 'LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL w 2 LLO MEMBER IF GABLE END Iry c u=i NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". SEE PLAN BLOCKING WALL SHEATHING BETWEENN FLOOR FLOOR SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL �fe" SPACING S 3/4'1n„ S 1/2" r S il2" 4 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 20 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING vFanca SECTION X-X T�7 SFP 0Vw �N 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.) oFtiirR70, C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED' CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / W me HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 2 1 2 (1) LSTA30 4'4 (2) 3 (2) (2) (1) LSTA30 T-16' 1 (3) 3 (2) 1 (3) (2) LSTA30 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) `� w NOTE: SEE TYPICAL WALL PLYWOOD SHEATHING NAILED PER NAILING Q 0 4"x4" INSPECTION PORT AT SEE SHEATHING 2x BLOCKING HORIZONT SCHEDULE SEE DETAIL C/S6 FOR MORE INFO U_ 5 SECTION C/S3 FOR @INTERVALS NOT CC n. EACH FILL CELL TYPICAL SPECS ON FLOOR ADDITIONAL INFORMATION 2X STUDS @ 16" O/C 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE EXCEEDING 1 BOLT W/ 8" 11) BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 1/2" GYP. W.B. MIN. @ 5/8"DIA. x 10" "J" BOLT W/ 8" GARAGE SIDE IF APPLICABLE 7/8" STUCCO FINISH PER ASTM C. 926 CURB DUE TO SLOPE DECKING 2x BLOCKING HORIZONTALLY EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS MIN. 2500 PSI CONC. SLAB ATTACHED WALL SHEATHING x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d @INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8" THICK. d MUNICIPALITY 4"to 6" BELOW GRADE @ 4" O/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ TENSION 2600#.) SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10)10d NAILS a NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD 2500 PSI CONCRETE MIN. a FINISH GRADE to77FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE '� !• WEEP SCREED INSTALLED PER. MANUF. \ FLOOR TRUSS WWF OR FIBERMESH M �fTi — . _ _ — 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 00 SEE FRAMING WEEP SCREED :.a . • • 6x6 W1.4xW1.4 e ; ° r PLAN INSTALLED PER MANUF. _ _ • _ ' _ _ _ _• WWF OR FIBERMESH _ a • a Z - _A.a _ _r - - - FINISH GRADE w — —- SIMPSON HETA20 w/ (8)10dx1 1/2" a . . '• . !^ M -III—III—III—I I _ — 2 x4 CROSS BRACE @ 48 — 1�= — _I I NAILS @ 24 O.C. INTO TRUSS _III —I I —III I I III _ O/C FOR THE 1 ST 2'-0" OF I I • • , aI M STD. 90*HOOK END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4 EMBEDMENT - -III—III—III III —III I 4 (3) # 5 REBAR ON 3" CHAIR "T (SEE DETAIL) END INTO 2"x4"BLOCKING IN KO BLOCK _ V-(3)#5CONT.ON3 _ W/3"MIN. CLEARANCE 4 , -sAR =III —III I l a III; — TYP 2—STORY WALL SECTIONri MORE INFORMATION 8SEE DETAIL 2/D2 FOR CHAIR W/ 3" 1'-8' 8' CLEARANCEMIN. I III=I I 1) (3) # 5 REBAR ON 3" CHAIR 4" 1'-$" REV. 03.16.21 SCALE: 3/4"=1'-0" S'6 W/3"MIN. CLEARANCE 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTION(SN)I,ALTERNATE FOOTING ry PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. S6 FOR ADDITIONAL INFORMATION. O .-10 N N, CD 7� N t >_ 0- rct .-- co �y Li r � Q o %�11 O J ' a � _t ,, • �ygow/y , WID CV _ram L Q C F 0PFSSIW4 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenfial 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4 WIS E N S �p cep j IJY N 6 E? w (0 op N a0 2 ik r.- PZLL W N� 0 LL d Y @LLLL a (� J. Za' 0 Z r o°' 3: 0, 0 C, C O W �rnrn Q Q a Z uu)) M2 a�0 N a IL ILW 0 Cn OU Z ❑❑❑ Z CN In z � Z _ _ ¢E3 a .8 N _5 �4-J LL cz LLj 0 w �N W Q c �, ww U_ E 29 a o IZ =® Q _ ra ~ � z h oa z `$ m= z ro (n C z x g a ti U) J2 �tl LS a� W o NLL Mj w ao CID A $� C) a�i >LO L.L O m C9 00 co Cr f1 U) .0 I� O 04 O o ICI') T N T ui E y N 00 v; 04 c ? z CV a U _j Q U JOB NO: 22-02374 SCALE : AS NOTED SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D --2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE. " = l'-0" E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON —' OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 \ BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER / 2x12 TREAD GLUED AND NAILED 2xi I DFrFTS P 2X4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED NOT TOUCH STRINGERS INTO FLOOR WITH GLU STRINGER CONTACT / / 2x4 BLOCK IN KNEEWALL FOR 2xl2 NAILING POINTS / \ _ 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:" FLOOR JOIST SYP 2x8 SYP i STRINGER MUST MAKE FUL CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH STRINGER i A ALIGN THIS STUD WITH FACE OF 2ND RISER / 12x SYP CUT TO FIT 1 I BEARS IN WALL I _---2x12 SYP BEARS IN WALL B I '-2x6 SYP / \ 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO F 2x8 SECTION. VIEW "A" 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND I" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER /� 2x4 BEHIND RISER i BLOCKING FOR ,,--lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD j \STOP / � --2x8 SYP DRYWALL STOPT NO OUCH STRINGERS MUST / I14 ----2x4 BLOCKING FOR 2x12 I 2x4 PT UNDER 2x12 ,�,� I I ROVIDE MOISTURE ' -7 \ PROTECTION / ATTACH ALL COMPONENTS / \ OF STAIR TO CONC. W/4" X \ 2 J" TAPCONS @ MAX. 32" O.C. '--ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / SECTION VIEW "B" SCALE: 1" = l'-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING 1 1x4 GLUED AND NAILED TO STRINGER \\ / 2x4 DRAFT STOP / 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' ' 2x SYP CUT TO FIT I 1 STRINGERS G BEARS IN WALL I I 2xl2 SYP BE IE \ IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 I OR LSC EACH 2x4 PT UNDER 2xl2 SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN \ _ WALL 2x6 SYP / \ 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (N MTS12 w/ \ (114)4) 10d0d x 1 1/2" NAILS) AND NAILED TO FLOOR WITH GLUE i / AT STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED 8r 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" = V-0" 2x4 GLUED AND NAILED SECTION D—D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -ATE STRINGER CONTACT POINTS �J `f-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L41LUED AND NAILED TO STRINGER \ .KOR DRYWALL SPACING H SECTION VIEW "Ell E SECTION VIEW SCALE: j" = l'-0" SCALE: 1" = l'-0" 3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C —� NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN Gall _ TOP OF \ STRINGER licitSECTION VIEW SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR STRINGER \< (2) LAYER" EDGE GOLD OPTION: 2X4 CUT ON OSB OR PLYWOOD BEVEL GLUED AND OR 1"X16" LVL NAILED TO SUPPORT ATTACHED W/ 12d NAILS WJ SIMPSON H3 @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = l'-0" F SECTION VIEW SCALE: I" =1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF l lX17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = l'-0" JOINT TO IISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT _TO )ISTS) H 2X BLII/ 2X STRINAR OCKING PSON MTSi2 w/ ' 10d x 1 1/2" iVAlLS \2ND OR 2X BL05KING 34D RISLr2 / VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" N � O N SUN co N r O C N L r CD c6 V �I S Q) P,) ) O 3 o C- _II w G O O L) 0 Uj 61— W N \, , Y 5 t i s P L. O� . ��•��si oho � ...... o N h 11l 11't { 11101% \\ 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 potions of the drawing pages bearing Engineers signature and seal. rA E to N S (00 �-a? d* as u w 0 co a J U. 13 0 _ VS 6" L « � 0 01 _ C4 ro tr O J W iCP Q�Q pp a z rfj M Z Lo 00 tL a OUM 0 z ❑❑❑ W z 0- (n �4 z_ NCD -$ LL 0 N 0 � 8 Ln v � '® U � 0 O �p M N rr Z Cl)O z Q E "o ?® F_ $ c o z Q— 7v � ac�1 o U:)c �� mo *� zC: > a9 O 'U O m m t, L_ 00 co Cr VJ 00 O � M N O N LO T Q r of E N � H N o Z Z cv E N E rl U Q 0 JOB NO: 22-02374 SCALE: AS NOTED SHEET NO. ST 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFEt 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL # UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT MAX. 8" �� DO NOT DO THIS ♦♦ P.T.TO PRODUCT PROPER INSTALLATION ♦ ♦ 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR Cj� 1 X 4 ♦♦ #5 REBAR (TYP,) ♦♦ 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. „1x4 L FURRING ♦ ♦ AND NAILED W/ 8d COMMON O. BOTTOM PLATE W/ 8d D 4" [ 3/16' 0 X 3 LONGE FURRING " " #5 REBAR ♦ ♦ @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 FURRING TAPCONS (2) ROWS 3/16 x O.C.(TYP) ♦♦♦ ♦♦♦ TAPCON. INTO STAGGERED @ 16 TAPCON @ 16 .C. & 4 NX8 X8 ♦♦ ♦♦ 6" O.C. EDGES AND 12" O.C. FIELD x.T. FROM EACH END w/ MIN. BLOCK@ SPACING „ O.C. 2-ROWS INTO 1z8 DG� RISlTN. A8d NALS �� STD. 90 ♦ ♦ ���D. 90° HOOK (TYP.) - @TOP & BTTM CHORD, AND (8)2x BAND JOIST W/ FACE NAIL 1 d PER MANUFACTURE 1 DETAIL MASONRYTHROUGH 1-1/211 DETAIL w () ROWS w ♦ ' • 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAI L FILL BOTH CELLS HOOK (TYP.) ♦♦' ♦♦♦ FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER METAL SEAT PLATE TAPCON @ 16" 1x4 P.T. TO PRODUCTLj1 r O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL LAP SHEATHING NOTE: EACH END W/MIN TO PRODUCT BOTTOM OF BAND DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ♦♦ �♦ JOIST TYPICAL TO PRODUCT APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" x O.C.& TAPCON @ H 1x4 O .C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING♦ ♦ No' @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ♦♦ +2 ♦ w/ (4) 1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ♦♦♦ �♦♦ INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL NOTCH WEB AT THE ♦♦ ♦♦ TITEN INTO K.O. BLOCK t5^ FIRST 2 COURSES .♦♦♦ ♦LED CELL PER /� ♦♦♦ BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 1/4" MAX ,r SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK — - 11 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO BRACE(S) 7116" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS 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 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - /4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �— 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. ;APACI IT = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x21/4" 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'Y? 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 ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � '-0" MAX SEE PLAN 00, 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH --� IF TRUSSES USED) W/ (2) #6 X 4'/," WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'4' SS #5 CONT. TOP & MID to MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'4' \3 • __i P' GRADE - A M 0• Z_ t. e. ' (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" SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN r.rr u�rr w nr, �wi 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE �- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I DIA. @ 24" O.C. FASTENED PER NOTE 2 BELOW—(—�I CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO I L 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE I STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x 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 2'-6" TO 4'-0" O.H. i-w (2)10d NAILS @ 8O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + + + oi,SUPPORT SOFFIT SOFFIT I� SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS 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 MI% MSTAM STRAP SCALE: <„1 - SFF SFdFFT n9 ANn z U- O w r U Cn FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. INISH • ' ' ! • • ' [:�:#5 BAR p ► ° : .• CENTERED W/ ►.; �►-IS HWXIN TOP o • ► .� : KNOCKOUT / N • CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS ra � • CLEAN FILL .► • . ► DIRT D Z °••• • . ' :TANDARD 4 #5 BAR IN HOOK N r FILLED CELL �s STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC• ONTACT 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 t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. (,) N m a r i ZL5� N � c- J �. J c� C) Cl•'�. OFF � PLO 'i4ROFES.StO+�f'�. �r�tr/rrrrrttt►��t�tt���� 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 - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a a O N 8 N i�kr N 6 C LL LL 0 ao 9i qc w (0 0) joU, QC110 LL0--YYsn E, 11 0 o 11 1213 19 E C,,O _j p.dT LLW� Z k = d O R Z N p (pv� Z t0 z f� N z v O 4--+ L ft3 ,,, W U M 0 w0-, $ N c c� ' U Ac Q � M 1 w J E CO gp Z0 Y U 48 03 ►`° o� �o �o � C �g zLL z 3 8p8 95 NJ v °I< 8 0 `O = �LCC O T 00 CID N Cr T A L.L j o (� � am CO � N O N LO T < M T o Z N y E L y c a cg 0 JOB NO: 22-02374 SCALE : AS NOTED SHEETNO. SS y IWYV�I�lidlltl:�lu, I...,V.►1.�1�1 1 CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. 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. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS ••/ f. - 1 V u `W L!l V 1 1 I I. V V V TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) k 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) 10d COMMON TOENAILS TO BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT SEE ROOF PLAN SHEATHING 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 ¢ OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS 21 (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. HIP G.T WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION - SEE PLAN EXTEND SLAB 1 1/2" ,� . - (2) #5's CONT. T&B w/ - 4,1 #3 STIRRUPS AT 4'-0" 7 PORCH SLAB SEE -- - WHEN DEPTH EXCEEDS 30" FOUNDATION PLAN 11�11 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 I REQUIRED INFO i MASONRY KNEE WALL MAX 3 = COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 0 I I MAX 3 SOLID. SEE ELEV. Q I I COURSE FOR BASE SIZE r ___ Tr----(3) _ _______ #5's EA. WAY I Fill,, w LU 1 1 1 1 811 1 I D I SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN 1 SEE CUT (2) #5's CONT. T&B w/ _ �;, ? CONTRACTOR TO INSTALL SECTION FOR #3 STIRRUPS AT 4'-0" '- MIN 3" x 3" WEEP HOLE MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" 1 �-4 TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. 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" A -A ALTERNATE BLOCKING SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT I I SIMPSON HUC410 w/ (14) F -I I SEE PLAN I. 1 FOR CANT. SPLIT TO TIE 16d INTO HEADER & (6) 1 1 I DETAIL @INTERIOR BEARING 3 BEAMS TOGETHER I I I 10d INTO BEAM - SEE I ROOF PLAN FOR MORE I ( I I I I INFO SCALE: N.T.S. I I I I I I WOOD TRUSS SEE FLOOR PLAN FOR I A PROVIDE BLOCKING AT ALL TRUSS BEARING SEE FLOOR PLAN I COLUMN SIZE & BASE CONNECTION INFO I I I 7/16" OSB FLITCH PLATE ONLY WHEN TYP. WOOD TRUSS BLOCKING DETAIL SUPPORT WHERE TRUSS DEPTH EXCEEDS FOR COLUMN SIZE I L_ I J I L J INDICATED ON BM. INDICREQ'ATED SCALE: N.T.S. STANDARD HEEL HEIGHT & ADDITIONAL INFO. - 7/16" OSB FLITCH PLATE SEE FLOOR PLAN OR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO OPTION C SC EDU E/PLANM Tf-EXTERIOR SHEATHING COMMON BM. TO -POST ATTACHMENT A PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" V_ (2) #5's CONT. T&B w/ -- 411 #3 STIRRUPS AT 4'-0" WHEN DEPTH -- EXCEEDS 30" GRADE Ir 1' A" PORCH SILL 15 SCALE: N.T.S. 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 �27 w - 4" z • PORCH SLAB SEE--- a N FOUNDATION PLAN w cn 2 z (2) #5's CONT. T&B •4 W/ #3 STIRRUPS AT cv z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 2X4 STUDS w/ SIMPSI SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FC MORE INFO. ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12w/ 7-r- - - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. 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 -OF Iacr�M I I I _J SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. BM. SPLICE OVER CE CENTER OF POST ►[�i1T�7�7��1 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) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS 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 2/132 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 Y2' CDX PLYWOOD OR 3/16' 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 OP STAIR INFO. I CONCRETE STAIR FORMED & POUREI W/ (1) #5 EACH STET GARAGE OR LOWER SLAB SEE PLAN fNf%LA1Ae%K1 Tr l 1[ t% 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 J-BOLT OR Y2" TITEN HD 2 ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT A' ° MAIN HOUSE e 4, . e . A. SLAB (2) #5's CONT. T&B 9 A w/ #3 STIRRUPS AT a 4'-0" WHEN DEPTH EXCEEDS 30" -. A ° .� * 4 04 e. a,I 11 A11 SECTION GARAGE MONO 21 SCALE: N.T.S. 7 r O CD droo O C6 CD Z v�CA 0 C.) �. O N////j Ary���\�;114111IP .� rr _ —j J U ro' OF W W �'•.•F L. ' OFLSSIONP� '1�01///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 Rh Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a 8 oo gE S oD i r+ �°"5n>r a d g: (0 0 9--. % LL ac LL 0 � a rNiv� a `LaY LL LL = tag 0� W U2O'a' m Z IL N M Z _ O U ¢2¢' y O U � co W ❑ ❑ ❑ z z z Q _ a N z . o � u WQ O iG C 1— _ RIM �0 <' M M W > S2 U_ o au a o z � U �<_ U 's c N= g g Zo J �b w SZ C gE LL az W 3 off j w v ala 3 0 O = 12L0 = 10� O 0, 0 L_ 00 co �. qct a v, o CO ~ m � O � M CD N 04 O N Li�i 6 4' N ' 00 y N c Z z a a N '� E >v Y c 0 ¢ o JOB NO: 22-02374 SCALE : AS NOTED SHEET NO. D1 w SEE FOR 2 BLOCKING DETAILS EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS FLOOR SYSTEM I SEE PLAN � -------------------------------------------J r• r• "• .. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") ON FLOOR SYSTEM TO MASONRY WALL •° '° VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). 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. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP [�B SIMPSON LSTA24 w/(18) 10d NAILS �J (2) 2x HEADER SEE PLAN C B I N 2 x 4 #2 SPF STUDS (� AT 16'i O.C.U.N.O.E ZnF I (,-TYP P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O 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 AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS G O5/8" 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 PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE 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 7(2)1- 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS INTERIOR HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 2x HEADER EXTERIOR HEADERS SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE :l BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 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 ATTACHED PER NAILING SCHEDULE rrJ 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 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 r� SCALE: N.T.S. (2)-12d TOENAILS 2x4 TO TRUSS TOP r GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL Q BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE I 0 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 f 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 r2 SCALE: N.T.S. 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE 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 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 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. 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 1/2" 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] 10 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 FLOOR 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. TOR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE j SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 21 QWS10d@ 3" FAB,�� op 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. 7 (1) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" 10d NAILS BENT OVER TOP 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 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 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: 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 2x CRIPPLES TO MATCHJACK STUDS BELOW (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. t 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 a "PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (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 ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR • SCALE: N.T.S. DOUBLE 2x8 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 N� O tom+ co m a -00 v 4 • 7 i^ > Lr O ��t�u►I IIItill v E.ioi GF' of � FLOC •'• w oF-SSIOw-'- \N ` + ! �7///JIII III'IIltiONO 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. 4 ti 04o 07 N J LL Lo8map# M r'nNo- �aa an y r> v Y LL u- 0. _ L A N m O W � CP . d a Z N LLM2'Jti0 y = pU _j W ❑�❑ 0 v Z N n Z da Q $ a 131 N LL " Lu � V O,, �N c l/1 W U s v c z E 0 o° Za E _ o o� z C N C � Y �o g� Z Wo L 3 8Z �k °I o = Lo O �, M 00 QCr T A M N 04 O � N L0 T Q a T M 7 00 a z° Z c E N E y c a U ¢ p JOB NO: 22-02374 SCALE : AS NOTED SHEET NO. D2 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 ATWINDOW 4) SEALANT JOINT BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK , JOINT-2) SEALANT 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 SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ) WEATHER JE BARRIER & tARILY SECURE WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure I resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as 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 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN - OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ED FLASHING 8 2 SELF -ADHERED FLASHING DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING Q 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN 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 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER v Q_ a_ cc Cr a a m W g U w _, wLu a cr LU w O W DOOR ROUGH OPENING - 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 SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 8 2 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 ' II 11 I Il II I II .1 11 I I I II I II I I � rl rry - PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water EXTERIOR CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER 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 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. R703.7.3 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 20 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 , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING SELF -ADHERED FLASHING --,,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 SCORED 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 (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 SE ADHESIVE IASSHOWN) contraction, ASTMC1281, 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: 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 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING Ji m 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Conti nuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. 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 THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER 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 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster • o. • Cement Plaster in accordance with ASTMC926 over wood 2nd floor ' II I �' I li I I it I ---- - --__) Cement Plaster ACKER ROD4 over block 1 st floor FINISH Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all 7 '� O t-O V N ems+ m (0. CZ 6 > 0-_ c O � S r 0 N N N 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 Engineer's signature and seal. a ti Lo W to r- r '0 �ymv w a a Y af5 �LLii _ Z 13 [1 ZZz K OO L N 'NfO O �S Q' O J W ° d a a T• N MZ LL QV LoO U_5YA �7� W 0 z z z Q a ,T, N 0M 0 N � w �tn O � c 0 0 to I� CDf � z M U_ ? g io a rN ❑LL 'aR z0 O E v �� j oa H0 Z&� N i *. ao og ¢ z r0 C z No .2 �s O ILL Z <w81 I 1oVW g&= 0 gl 0 c C left 4) > Ln 0 c� 00 co ° (0 M (y O L0 r N Q � T- M N 00 iri N o Z C E N a. U °u Q p .5I JOB NO: 22-02374 SCALE : AS NOTED SHEET NO. WP1 �HURR/CANE Mounting Brackarts I10 Gaugei +112' x 4-112' x 2-1 Z* Store Anchor Bolts- 1/2" Dior A32S (Typ,) Washers / Sell-I.Dcking Nuts Back Cross Support (May be cut to W) Rlght Bracktrt (16 Gauge) �! ' 1Y 14 5eli-Drilling Screws NC Unit Bottum Edge Hurricane Strap (Typical.-3 in front) Front Cross Support (May be cut to W) Left Bradcet 06 Gauge) 014 Self-0rging Screws Thru Brackets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each sire for hurricane use) SPaatic up{altrluds, snee114u1Cm4 arc iawNiasl wth ez6 HM1.iasae Ar Scum �ttnlaed Seat Dasa ft ae4YaYe %we nqum self"S Florida Department of Burliness is Professional Regulation Plea I of Bullring Codes and Standards 12I1r102011 Product Approval Application Detail 990 arteryJa Iht! R81e asolieWOg Lot lit➢! Ymlm Menufacomer cones NOgINIL.A ! vrrkl.e ew y two= FSC Amrova Abons ad amm A1Bhmidw 2020 shot Van! Product►, Inc. Mch8e1 Graham Hemas F, Nowo RE Lease Bond•n P.E. 12n612020 12/162020 1212&W20 Apooed caugory: 88uaM61 Components (077) 4414336E PE-73775 (334) 300-160D "Cadu sgorin Proct$ Introduced e,, R,suhaf InM@emeawnbcom Nw Technology C.eipllrr- M.toi E"lu.b. Report tan a Florida Registered Architect a a Umwd Florida Prdeeairnd Engi1er AMA ON ffirouLaLliew &gaNL2ng2wao 9laluaAsalnrJrd Gg Anorovedfause Aaarevd Y Is Kwmz 2uilkiLt fee Use Dfi IMOVA ARMS d Masi EMAR n 1 BmertVrd Made #1640610 Dual Fun an Flood and WriBe6on Vast 7XJ1A023 Yes Yes NIA v100L100 2 8rrarll/sni ModsIe13W611 Du.l F-ctim Floc) end V00.Oon Vent 12/31/2023 Yes Yes NIA NOOL100 3 Brranyent Modelt1fi40.620 sizes err Flood Vent 17131R023 YM Yes NIA +tCpiiDO 4 ahwdVant Mooels1b40.521 hauhlW Hood Vent 1?131R023 Yes Yes NIA +t 00F 100 5 Sm.nvaM Modal 01540.324 168,qud; Genies Door Flood Vert I Z01/2023 Tee Yes NIA NIA 6 Sherp/mt Molln540570 Wood Will Insulated Flocd Vent 12D7/2023 YM Yes NIA +100L 100 7 erarlVmt Model01540-S74 14.5&qud: Gauge Door Flood Vanl 12031/2023 Yx Yn N/A WA Florida Department of Sualness & Professional Regulation Building Codes and Standards Product Approval Application Detail _ _ _- Pees I of 1 1n4)2021 1:g0!Rarely or bete no abletaDfm au line viols RMlaalfaalem gt0ltgt PmotfdllgaDls )hI:ItlagLlL lmwiw Jr1Mn8016 16Y K=d 2= Rewslon 2020 DrOaM MMals. IN. Jam Shumate 2schary R. Pdes1 Locke Sondes PE. 08n2) grl020 Wait 0812wo20 10113=20 Approwed 0eegary: Racing (502) 303.1511 PE-74021 (334) 300.18DO SubCa fry; Meal Roiling nnum.a�raesma.mm Coma; , Method Evaluation Repost from a Flalds Registered Anchises or a Llcm bad monde Professional sm"r 9iseltewranra Awaited for Use AmeawdfrUM snout LargD �g j( wadcl bleed. Nu be r Hems Product Description soared sadr.lm ma In HYM Resistant +n 1 Drerel Moral Roome 8yslres OssC IODINE, OMC 15D88, DMC 1?W.. 13MC 2008; 1213V2025 Yes No NtA +00-180 DMC 5V Florida Department of Business & Professional Regulation Peg.2ar4 Building Codes and Standards 1r25=2z Product Approval Application Detail G 20 20 29LEIDUE 20 le 11 T Version le"A" N tuner aC1O scot ge a IL Lloenrm YSIMated M VSIIdeIW 8u MC AODrow Approved Musl i Revleion 2020 Thermo-Tru Corporation Shoue.Maperson Lyndm F Schmidt, P_EL Ryan.) Kinngg P.E. 04n512021 12r312020 OU22/2021 0&0812021 Approved Caa"My. Exterior Doors (a0o) 643-7826 PE-43400 (tits) 767�656 6ubCabger• ew4nging Extedor Dow Assemblies ajasperwri®Ihermehu.co Cbmpllande Method: Evaluation Report from a m Florida Registered Architect or a Licensed Florida Professional Engineer ummishKamwa gyg(ggdsuranug eoorolaedterUse AgarawdfarUse Ago gain 1111" larotlurt Motla NumaM ar Mama �2lN H= r_. roar E a_Irae hit Wore In ilyFlt f jj � � I a. Thems-Tru Fiber-CMWe and Smooth -Star Nominal BSM9D;8 &quotlmpect&giuot Opaque 12/31/2022 No Yes Yes WA Composte Edge Mborglhw Single Door (InswngfOutawsg; x caMgurasan) 2 b. Therms-Tru FIber.OloWc and Smooth -Star Nominal 8&It39;8 Ilquatlmipad&qulot Opaque 12131f2022 No Yea Yea WA Composite Edge Fiberglass Sigle Door with Sirdelte(s) gn WrOlOwtowlrig; XO, OXor OXO configurations) 3 c. Theme-Tru Fiber -Classic and SmooBi-Star Nominal B&s3P,6 BquoClmpaot&quoC Opaqus 12/31/2022 No YM Yes, WA Comp17et01 , Fib:: Double Doorwt or without silelites nnaeirdOutowing: xx or O)O(0 configurations) 4 d. Thems-Tru Fiber -Classic and Smooth -Star Nominal 611IM0.0 8quotlrrpactttquot Opaque 12r3112022 No Yes Yas WA Composite Edge Fhharglaes Sigls Door (incwrg/Oumwhg; %configuraton) 5 e. Them&-Tnn Flber-Clo"C and SMOOth•Star Nomlosl BBa580 6quotinvoclaquot Opaque 12CV2022 NO Yet Yea WA Composite Edge Fiberglass Shglo Door with Sdsiha(u) pnpunglOukv4ng; XO, OXor OXO conflguralems) 6 f. Therm&-Tru Flbet-CJMelo and Snocn hStar Nomlru188AClP,O &quoCimp►offigwt Opaque 1231= No Yoe Yes WA Compoette F..dge Fibrgleu Double Door wt or Without Sldol"s, (Irawng/Oukwng; XX or OXXO cormguradona) 7 g. Thermw7m Fiber-Cbsslc and Smodtlt-Saar Nomin I Bama bquotimp&ctaqu0t Glazed 1213lr= No Yfie Yes WA Composite Edge Fiberglass Single Door (In.NJmglOuleYarig; X-figuration) 8 h. Theme.Tru FltanCkWe and Smooth -Sir Nominal S&eJ9;8 liquotlrtpselfiquot Glazed 12131aM No Yee Yes WA Composite Edge Fiberglaw Shale Door with Sdelae(s) QnsslnWOutawng; XO, OXor OXO configurations) 9 i. Therma-Tru Fiber-Cisruic and Smooth -Star Nomine) 8&M3g;8 &quotlrrpad&quot Glued 1231/2022 No Yee Yea WA Composite Edge Fibegasa Double Door wilt or Without Sidelaes (Inwong/Outsm.; XXa OXXO configurations) 10 1. Therms-Tru Fiber -Classic and Smoot -Star Nominal 66M,0 liquotlmpect&quot 014M 123112022 No Yee Yes WA Composite Edge Fiberglass Srgle Door (hownwoutir hip; X mrMgulation) 11 k. Thermo-Tru Fiber.Clawle end Smooth -Star Nominal 8&Mo &quotlmpacl&quot Glazed 123lr2022 No Yes YM WA Composite Edge RborglM& Shale DOW VAN aidelke(s) DnswrnsAXAWw rag; XO, OXor OXO consgura9one) 12 I. Tharns-TW Fiber.Ckeale and Smwth-%r Nominal 8803R.0 6quatlm47afY&4Dat Glsfad 12f3lr= NO Yes Yas WA Composite Edge Pbergloss Double Door wt or Wthbut Sdtlltes (Irlswirg/Outsirdng; XX or OX)(O oonfigurations) 13 in Therra-Tru FiberCkWc aid Smooth -Star Nominal 8&M,8 liquotlmpadaquot Glazed Molded 1231/2= No Yea Yes WA Open (�lmposde E11 FWetg1 9ingk Dw Omni lOutewslg, wrlfi0un ) 14 n, Therms-Tru Fiber-CJaaNc and Smooth -Star Nominal 86M,8 &qucitlnpad&quot Gland molded 121`3112022 NO YK Yes WA Open t..ompaeme Edgs flbrrglap SlnppM Door nit Glued Molded Opon 91de1@e(s) (Inewlrgl ..wfrig: XO, OX or OXO configurations) 16 0. Thern o.TW Fhber.Clesa o and Smoorh.Skr Nominal &&OW.8 lquotlnpectliquot Glazed Molded 1201CM No Yet Yea WA Open Composite Edge Fiberglas Double Door with or without Glazed Molded Open Sidefiles (I nuwng/OutintN; XX or O)= oor6guretiora) 18 p. Therms-TW FiMr.Ckaic and Smooth -Sites Nomin.l Bale 'fi liquotimpectilquar; Opaque 12/31/2022 No Yes Yea WA Composite Edge Fiberglass Single Door with Molded Open 9idelbe(s) 0nseinglOutrAng. XO. OX or OXO configursaons) 17 q Theme-Tru Flber-Classb and Smooth -Sur Nominal NOW &quotlgmotsquot Opaque 12/3112022 No Yoe yes WA Camposde F1Jga Fiberyl4w Double Door with or without Glued MoWW Open Sdelilas (hfiVA glOutawhg; XX Or OXXO oonlIgurSh") Florida Department of Business & Professional Regulation Part dI Building Cordes end Standards 1a1 Product Approval Application Dealt! gal Eggb(g( dal& ,arts gsPagnDa aids lira! )melon VAIMMdav validated 90a11&t4 FaC AmroYel Aparowill Naive R"OM 2020 POT Industrbe Jens Ro-.dd Marty -Dad. DCCO- CER MamFD.de SWO - VAL 1 V19/2020 104"20 11rWA20 Approved Ciur; : Edda Doan (941) 4860100 t7a8) 319-2"0 subCakgor. Sing E.W. Door A. -*I.. lr-miapganewdne.e consinla.aa MMhal: Canniest. Mad a Uding om ,for Use Amrovefor Use Imgaal RNIaO 8�d SCtO-bS70 (large MNb Impad) P-, Vhyl S 04ni I, HVBZ gt gdLk981i R��l January 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the building components listed below If they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber�lassic and Smooth -Star (NON4MPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTIru Fiber -Classic and Smooth -Star (IMPACT)FL20468 +67.0/-67.0 f 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80,0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332 55 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 111 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26I2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soli FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum SoMt FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underla ment FL12328 NIA 6/2912023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 WA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12131/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL75076.1 - FL15076.2 N/A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVI., PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the Inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 1n6rmn Product Approval Application Data 11 gaga LnIftO[ gala LM DaMPending am La Versio Manufacturer S1gBttlAt Enouner &License Validated By ygtglloot flubmlted Pao Awrowl Approved sin Revision 20M Thenna-Thu Corporation Saw. Jaworeon Lyndon F. Schmidt P.E. Ryan J King, P.E. 07123r2020 07N2r2020 07/2042020 10/1312020 Approved ceteggM Exterior Doors (800) 847.7828 PE•43408 (813) 787.8556 Subcategory S.iwgifq Exterior Door Assembles ajospersonothermabu.co lbmpiianeq M&IRod: Evaluation Report from a m Florida Registered Ardlted OF a Licensed Florida PrdeMlonal Engineer all Pfotltict MOtlN. Numberor Name Product Description g y&NNyg)ggN Oentiald Eablradan egg ,ygN AM% Date fartlze Dulsitla HYF¢ J(p = Resists 200 diesure 1 a. Thema•Tru Fiber-Chssic and Smooth -Star Nominal 08e31it8 6quot:lmped8quot; Opaque 12f3112022 Yes Yea Yea WA Composite Edge Fiterglass Single Door (Inswing/Oubwing; X configuration) 2 b, Theme-Tru Fiber -Classic and Smooth -Stu Nominal 811,11M.8 i1quctimpact6quet Opaque 12131/2022 Yes yes Yea WA Composite Edge Fiberglass angle Door with SdNke(s) 6lnwng/Ouorwng: X0, OX or OXO Oonflgurations) 3 c.Iherma•TruFear-Claoleand SmootMStar Nominal l3&e36;6&quotlmped&quotOpaque 1231/2022 Yee Yes Yee WA Composite Edge Fiberglass Double Door With or wt0ut SkkOWS (Ineming/Ohesning; XX or OXXO configurational 4 d. Therma•Tru Rber•CMaalc and SllloothSter Nominal 8&M38;08quctlmpad8quot Opaque lmlt2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door arimnWOulevving; X configuration) 6 a. Therms-Tni Fiber -Classic and Smooth -Star Nemins188e3408quotlmpad&queF Opaque 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Single Doorwt 94w"- Sdalae(s) grra MS win0:211 1 or OXO configurstions) 6 f. Thes ms-Tru Fiber -Classic, and Smoddi-Sher Nominal S&M,0l1gh.lotlmpad8quot; Opaque 12131)2022 Yes Yea Yea WA Compositor Eogs FlberglaM Double Door with or (Inswrgl0ubwrg: XX or OXXO conflo eli...I configurNiona) 7 g. Therind-Tru febar.Cksaic and CarriOoth-Ster Nominal 6&ASP,B&quotlmped&qud; Glazed 12131 r2022 Yes Yes Yore WA Composite. Edge Fiberglass Skhgle Door Onswlrp/Ourswing; Xconbguration) 8 h. Therms-Tru Fiber -Classic and Smooth -Star Nominal 0&8348 8quotlmpad&our, Glazed 12131/2022 Yes Yes Yen WA Composite Edge Fibergisse Single Door with Sdalta(s) (IoswngrOutewng; X0, OX or OXO configurations) g I. Thrma•Tru Fibe•Cissic and Smooth -Stair Nominal 68N3R8 rquotlmpactiLquot Ofazed 17/31/2022 Yes Yes Yes WA Composite Edge Fiberglass Dabble Door Win or without Sitlelftae nnarMnglOutewing; xx or OXXO con6gUrations) 10 1. Therms-Tru Flbuse sr-Claand Smooth -Star Nominsl $&#*,,0 8quot;Impad&quot Glazed 12/31/2022 Vas Yes Yes WA Composite Edge Fiberglass Single Door (InsydnglUaewing; X conflgurstion) 11 K Thems.TN F6ar-Cleasio and SmOoN•Stsr Nominal 96„ 30,,0 &ghutlmpad&quet Gland 12/3tr2W Yes Yee Yes WA Composite Edge Fiberglass Single Door with Sdsike(s) (InsvAnglOuWNno: XO, OX or OXO configurations) 12 I. Thems-Tru Fiber-Clesoc and Smooth -Star Nominal $&#No &quoLimpad&quok Glued 12/3112D22 Yes Yes Yes WA Composite Edge Fiberglass Double Door wit or without SIdisIAas (Irse ineroubwing; XX or O)0(O configurations) 13 m. Thems.Tru Fiber.Cleasio end Smooth-aar Nomina1887r98;88qugkimpagt&quot Opaque lV3142022 Yes Yes Yea NIA Composite Edge FlbergleM 91ngle DOOf 1rAt &quotNonHlrryad&qud; 9ldollis(s) (Ineairsfoulswirg; XO, Ox or OXD configurations) 14 n. Therma.Tru R br-Clusle antl Smooth-S1er Nominal 6&e3D,88quotlmpad&quct, Opaque 12/31= Yes Yea Yes WA Composite Edge Fiberglass Double Door with 8quotNon-Imp crAquot a chili0es(Insring/Outswing; Oxxo oonflguntton) 15 m o. Thea-I'm Fl ber-Class c and Simoorh-Star Nominal BMY39;0 &quctirnpsot&quot Opaque 1213112022 Yss Yes Yoe WA Composite Edge FWarpiaae Single Door Wth SquotNomlmract&quot SW.IRe( ) (InvWrg/Ouawing; XO, OX or OXO oonfpura. ms) 16 p. Therms-Tru Rbar•Cluale end Smooth -Star Nominal 811,01W.0 liquatlmpad&quo( Opaque 1213112022 Yes Yee Yea NIA Composite Edge Fiberglass Double Door wan liquotNon-Imped&qud; SWelhss(Inantrg/OulsWrag; OXXO oorfigurstion) 17 q. Therms-Tru Rbar-Ci ..lo and Smooth -Star N0 net 6&e3g;8 &qupkNon-Impad&qudt Opaque 1213Ir2D22 as Yes NO WA Composhe Ede Fiberglass Single Door (InaNinglQul6Wlg: X Wrifiguratl0n) RS 18 r Therms-Tru Fiber -Classic and Srroot•SOar Neminal &quotNon-Impad&quot Opaque 12/31/2022 Yea Yes No WA Composite Edge Fiberglass Single Door wit adMte(s) (11-ng10utm4ng; XO, OX or OXO configundions) 10 s. Theme-Tru Fiber -Classic and SIYloolh•Star Nominal 6&t13P5 8quotNon-Impeot&quot Opaque 12/31/2022 Yes Yes No WA COnhpoelte Edge Fiberglass Double Door wdh or wMhout SklMga (Ihlawing/Oubpung; XX or OXXO configuratlons) 20 t Thence-Tru Fiber -Classic and SmDoth-Ster Nominal W*.0 &quotNon-Impoo quot Opaque 12f31 QW Yes Yes No WA Composite Edge Fiberglass Single Door (InaW g/Gularo ; X configuration) 21 u. Therms-Tru Fiber -Classic and SmootSkr Nomina18iN3Q08qud:Non-Impaa&quot Opaque 12131 r2= Yee Yee No WA Composite Edge Fiboglan Single Door Will Sdeli e(s) (Inswing0utaw(ng: XO, OX a OXO confinuraeonsl 22 v. Thems-Tru Fiber-Cl asic and Smooth-6tar Nominal 83M39;0 &quotNoni.lrrystt8quok Opaque 12131)= Yea Yes No WA CompoenS Edge Fiberglass Double odor wt or vvdllout Sideltas prswingfOutwMng, X)(or OXXO configurations) 23 w Therma-TN Flbr-Classic and Smooth -Ste Nominal 6810a.A;6 &quatNar biped&quot Glazed 1231/2022 Yes Yes No WA Composite Edge Fiberglase Single Door (Inenlrgl0utsyA g; X oom iguraoon) 24 >L Therma-Tru Fiber -Classic and Smooth-Ster Nominal a&N39;6 &quot;Norr lnpoMquot Olued 12/3112022 Yes Yes No WA SN'o Door with . SIZW.)e()n1bWg'sM iotswrig; XO' OX or OXO conftguratony 26 y. Theme-Tru Fiber -Classic and Smoot -Star Nominal 81U13g;8 &quotNon-Imlieci&quot, Glued 12flilr 2 Yea Yes No WA Composite F_tlge Fiberglass Double Door Win or vat0ut SWelries (ImmingfOutwMng; XX or OXXO oonliguratons) 26 T. Theme, Fiber -Classic and Smoot -Star Nominal SSN39;0 &quOtNon lmpsdliqudt Glued 12r3laM Yea Yes No WA Composite Edge Fibrglasa Single Door (InsWni;00utewng: Xomfiguiation) 27 n. Therms-Tru Fber-Claeeq and Smooth Star Nominal 8&43B;0 &quotNon Ircsrad&quot Glued 12131r= Yes Yea No N/A Composlt0 Edge Fibrglsss Single Door with Sdefea(s).gnawngl0ulswng, XO, OXor OXO cOrdgurabons) 28 zb. Therma-Tru Fber-Classic and &rroWh•Star Nominal B&OW.0 &quotNon- Imrad&quol; Glazed 12/31120n Yes Yes No NIA Composite Edge Flberglaw Double Door with or Without SidelRas OnsiminglOuriwng; XXar OXXO configurations) Rodde Department of Business & Professional Regulation Bullring Codes and Standards Product Approval Application Detail Pegs I d2 15 202, at on*, ar RBtt Boss L1tt2mODg Rbtt ,mim amm2om rag& hilim&tW FOCAM32 W hi9mo SAM Reusicn 202D MI Wndowe end Doss Sem atlrrg4Y Luis Robert Lamas Steven M Utcb. PE 160Bf1020 1l)001112= Ions'2020 12/15/2020 Approved Carew. Eaenor Doors (7171385-3300 PE-82514 f717) 317-6414 Bute tepoty: Maing Exterior Door Assemblies bslongar®mMd.com CoMilores M004t E"Val m Report from a Flaw Registered Archheet a. Ucansed Florida Prohnbna Enonee Iliad hedur MeM. Ndibr alimy i �Uss AOut lmm Aide" Damon i0Ra1n I BERIE3420 ALUMINUMSWN1 SERIES 420ALUMINVMSOD OXO 1203112024 No Yes No WA 14S3NequdX808qud: NON -REINFORCED 2 SERIES 420ALUWNUM SOD SERIES 42CALUMINUM $OD OX. XO. XX 12,31/2024 No Yes No NIA W&quc1a80&quot NON -REINFORCED 3 SERIES 420 ALUMINUM SW REINFORCED SERIES 420 ALUMINUM $Go REINFORCED OXo 1201/2024 No Yes No N/A 145-3/44um-9&6qua'. 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM aGD REINFORCED OX 1213112024 No Yes No WA X0. Xx96"110096&qu0t: 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUMOGOREINFORCEDXXX 1201/2024 No Y.% No WA 143&q1o9;.9e&qud; Forlda Depafbnent of Busineee & Professional Regulation P." I oil Building Codes and Standards 1191=1 Product Approval Application Detail hint YlWm Manufacture, cant& vdlMe.dw u aauggiftif Pigd9gNrffi Arr" d iwn Reuben 2D20 We"wD$aon, a dhdskn orOvamesel Door Dveyna Kornlsh John E. Sones J.rirayP. Arneson. P.E. 1OV1212020 09/2au2020 10M020 12/f&2020 Approued Corporation (330)763-6121 PE•51137 (fio4)$21-5200 CA.gry: OMnor Doss daoinlshillweynedefton.c ahnal,gor. Ammar E:trb Dora A.-Mi. an Corny 1- Method: aW ustm Report ft.. FWds Registered Archfie01 or a Licensed Fields kohaelone Framer Pracluble ore&! ModaL Mardi, or lease Product Derearlothan Gor rxl6Wn lanow, Amumkd ror ILe 62WSX d tor t/se in1WHE OANA MM k a= stdam 219M EMIALM. 3 60WI61DOM200 e1105 9039: Ms. an 1411e39: Max Want hoaxing 12/31/2023 No Yes Yee +31.00A35.00 nt rm edlae aedlon $"liable In top or Intermediate 10 BOWA104o200 s112J 164,10W. ides wWt. 1464 W. -hoot. Glaring i v:514623 No Yes Yes +20.004.33.50 avalaoie In We a In ermedles season. 11 6000b10OM20081124 166e89, Max wdh, I46e39 Max 'slit'. dazing 12/31/2023 No Yes Yell -34.40L36.30 s"aable in to a nlelnmiste sedan. Florlde Department of Business & Professional Regulation pee l d1 Boiling Codes and Standards 1&2021 Product Approval Application Detail Shch l:ai&ya gal! ➢ate Dow,poodiug Lot mm Yalaim mimosa= F..- A J- kildlb & xmk" alb FBC AMM aI Sigantl Lain RW.lon 2020 Cunlas DlvWm ofAADG, Inc, Tan Rattay UL LLC Troy Bishop. P.E. 12n Or= 12/0.V4o20 12121/2g20 A000rad Caegoly: Exterior Doors 1041, 4944813 (954) 947-0880 SubCMeWry: Exterior Door Components tan. rall.Masaaebio/.co Compliance Mrhodr Cer66cWco Mao or Using m Gualty Aasurm= Amrowd/orUM Ammvad for Use hgggq( DMIM IL r1Name pJgg g gm Qin 1,HV!& $UN99.9M Resistant E11141111111. i Bpi, 707, 727, 747. 767. 777 end 847 single and Pen as Fludl. Glazed, and Louvred smell, and min of 1201/1025 Yes Yes Yes WA Darn hollow metal dos. Florida Department of Business & Professional Regulation Par I a2 Biking Codes and Standards fl"021 Product Approval Application Detail Coda EPAyr sari Odle oat, PMiitrha 110a riles CoNaaa iL M yogeoLa ) doom aaum= FBC Amroyd humna Ram RoMem 2D20 Wi Doom NI ndonahtl & cot Spitler Amehlcan Architectural Sewai M. Uroh. PE 11117IM29 IIM7ra20 11127/2020 Approvmd C81,6901f: WhdeWa 171 r)365-3300 MenulactuesMwWetWn (I'17)317-0454 Subedogorr. Single Hung b Uttesromiwd.can cWallsheo Mahe$: CmRcallao Many or Liberia uss $tad RedRtsioealaaMr«1rn. awd&-&UNOM A UM Aoaravedfor 1 t attdagm LmEap6EbirstL4oLOs In HvHz grade HVH2 MI= gggim BRnwhw d Pmaln 2 1&5 iYi 52x72 FinlFlanp, Frame IG/6G Single Hung 101062023 NO Yee No .60/40 Wrsniad Glee. •t--a N Q o L co a C 1eC3 o :a CL) C O E U_ .w -0 O CU ii . Cn Z Z W J N r� �+ r O M Wee R m N�,/ Z C N Y Q N Q rn N U N N '> w >� O 0 a F U a ° W U) CD E ICU O > L CL O :_ Q L. U O tt� W CU O L w� Z J Z Z Q J a SHEET N0, PA 1,0. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail y� ida0{I ggpyt E3�a�Ma�or & L M Volidow By Rwision 2( 20 Tlkmma•Tru Corporation awe Jospersun Lyndon F. Schmid! P.E Ryan J. King, P.E. Category. Eiderior Doan (800) $43-7628 PE-43409 (813) 7674WS Auto gory:BWnging ERlador Door Assernbliw eMspersontitharmatraco ComplaaaM*Mod:EReivlitionRAW froma in Florida Registered Arch4ot or Ucenrd Florida Proleeai W Engineer Pagel of Florlds Doperlmanl of BuaaHiss & Professional Regulation Pop + d1 IOMD22 Building Codes and Standards 1atua+ Product Approval Appliearbn Detail gib ah, DdMPeetleten 20 VISN W Atillialgal P.9GAmmtmW Approved! a & 10/0712021 owar2021 10h132021 12ml5/2021 Approved 2UWWAUMM (a Aoomva tar lla &UMNAAkLm keel ON= wag Proaual Illegal. Number or Name PkodUet DMarlldlon Contract Expiration Data jg HVINZ outside HVN2 Presidential Pressure 1 a. Therme-Tru Fiber-Oheab and SRoWI-Star Nominal 88e8B;88quoeNon-ImogptBquoC Opaque 12MI12022 No Yes No WA Composite Edge Fiberglass &old Door (InlminisiOutsWnO: X configuratkmt) 2 b. Thersa-Ton Flbm-Clawio and Smooth -Star Nominal SAM;8 &gLtotNon•Inped&quot Opaque 12At12022 No Yes No WA Composite Edge Fiberglass Sngta Door with Sd liken phewholOuWAV; XO. OX or OXO configutaBone) 3 aTharmo-Tru Fber-Clonele and Smooth -Star Nominal SIA1311;8&quotNon-Impa.MBigttot Opaque 1213112022 No yes No WA Fiberglass Ock mposbs Edge Double Door term or without SWelitm (ImmmakOutsvdng; )Oor O)0(O configurations) 4 d, Tharme•Tru Flber•Ciawio and Snood -Star Nomiml 7&Ar3e,0 &quot.Non-Invu*quok Opaque 12/31/2022 No Yee No NIA Composite Edge Fiberglass Single Door (InswrolouteWng; XConfiguration) 5 a Themis-TN Flier-Clawk and Smooth -Star Nomlml 76M.0 act Non-Impad&quot Opaque 12i3llr 0= No Ym No WA 8 I. Therms-Tru Rbw-CINOW and Smooth -Star 7 9, Theron -TN Fiber.Ckwb and Smamoth-Blv 8 h. Thmrmi►Tru Fiber-CLmb and Smooth -Star 0 I. Thermo-T W Fibor•Cbedo and Smooth -Star 10 J. Tho rma'-TN Fiber -Classic and Smooth-8tar 11 k ThermaTru Fber-Cbwic and Smooth-Sbr 12 L Thermo-Tru Fiber-Da"c and Smooth -Star 13 m. TMns•Tm Fiber.Cl.smic end Snmlh-Suer 14 n. Thsm&Tru Flier.Claab and Smoeth•Sear 15 o. Thearm w7ru Fiber.Cbuio and Smooth -Star 16 p Themmi FIW.Clsab and Smooth-Stor 17 q. Thamr-TN Pib er•Chmic and SmDoldl-Mav 16 r. Therms-Tru FiberCbwb and Smooth -Star 19 a Therms Tm FikrClassic and SmoothSar 20 1, Thoma•TIV Rber-CWMIC and G111oem•ISWr 21 U. Thormn u Fiber-Csmake and Shoop -Star 22 v. Themes -TN FbrClassio and Srnvott tar 23 w. Theme-Tru FIIxrClawb and Smiko Star 24 z Thennin-Tru Fiber-Classie and Smoodi-Star 25 y. Thermo Tnt Fbr-Clowlc end dim oth•fiLr 20 2: Ther a•Tru Fbr-Clawicand Smooth -Star 27 ze. Thwnv Tru Fiber-Oanic and SRnodl-Star 20 zb. TTtrna-Mr Fiber-ClaaW end SmoM-ftr 29 w. Theme-Tru Fiber-Clasec and Snwotl-Star 30 zd. Therms-Tru Fber-Ch"c and Smooth -Star 31 Zb. Thama•Tru Fiber-OMWO and SmooahSbr Composite Edge Flberglaas Single Door Witin Sdelbe(a OneWnnlOutrift; XO, OX or OXO opnflaunNons) Nominal 81UPWO&quotNorHmptloWg4 Opaque 12/5112022 No Yes No NIA Compensate, Edge Fliwgism Singe Door OmWnWOUWAWV; Xcanflaulsloon) Nominal 8&030;0&quotNon-ImpadBgwt Opaque 12/31r= No Yes No NIA Companies Edge Fibatplow Singb,Door with 3idelln(a) OnawingiOtM 0mill XO. OX or OXO con8g Onn) Nominal 8&039; 6,quothlork-Impoicaquot Opaque 12131r2022 Ab yes No NIA Composite Edge flnbearrpplsm Double Door vuM or Welma Sas1$a (Imeming/OutrMngl XX or OXXO contgutabons) Nominal $8439:$ AquotNon-Imp" Oblged 12131=2 No Yw No N/A Composite Edge Fiberglass Single Door OnoWnplOulawWg; Xwrdgurahon) Nominal B&a39;8&quDtNon-ImpscIquc; Gued 12/31r2022 No Yes No N/A Composite Edge FlbDwsrpptaa Single Door wah Sidelite(s) (IneWng/OulavAng; XO, OX or OXO obnfigunlions) Nominal O8a30:8Aquotblon-Impaciaquct Glazed 1213112LY22 No Yes No NIA Compensate Edge Fiberglass Double Door oath or valkhoun S ideleew (Ineeing(OubWng;. XX w OXXO oon6guretlona} Nominl 7euKi ;04quoCNon-fmpsaBqucK Glazed 12131I2022 No Yea No NIA Compoai00 Edge Fbaploss.BWpb Door (Insk"plOuhwig; X mitigutalon) Nominal 7&0Q;0&quotNon-ImpeadSquct Gkssed 12131r2(7I2 No Yes No N/A Companies Edge Rbwgism Single Door With SW*Iko(a) OnsohnslUuthnnng; AD, OX a OXO configurations) NomMl $100140;0 &gtlotN*n-Impmt*glbt Glassed 12/31rAW No yet No NIA Composite Edge Fibrglass,Single Odor On2WMWOUWA"; X CWIGuteBoh) Nantnl 890*06ouothlon-Impectilliguot, Obued 12/31/2022 No Yoe No NIA Composite Base Fiberglass Single Door With SideOte(m) nn9a(tg70ubwinp; XO, OX or OXO configurations) Nominal 5&#39;08quotNo&lmpsd&quut Gland 121Wr2022 No Yes No N/A Composite Edge Fiberglass Double Dow .0 or Wthout Sidelhes (Inewingi0ubswing; XX or OXXO con8gunihons) Naming) UNQ;6&quotNok,4mpmaftuot Opaque 12/311M No Yee No NIA Composite Edge Fiberglass Single Door Wdh Tranwm(Imilig DIXconfiguration) NomWe188MSB;8AquatNon-ImpadAquot Opaque 12iS1i2022 No Vw No NIA romp.- Edge flbergloes aingls OoorwkM Sid*Ide(el and Tranaom (Itawingno ins ig; OIXO; O/D%erOJOXOAnnfiguta mJ Nominal 88.1130;8&quotNon-Impact8quot Opaque 12t3112032 No Yee No WA Composite Edge Fiberglass Single Dow with swat**) OnaWnaOofAWnO XO, OX or OXO Continuous Head and Oil eonftwe lra) Nominal 0&MO aquithow.Irtped&quot Olesqus 12/3112022 No Yes No WA Composite Edge Fiberglas Single Dow with 9 IsMo(e) OnsWnpfOustWrg; XD. W( or OXO Continuous Head and SRI coMaumwm) Nominal UOW.$ aqurt.Non-Impsd&quot Glazed 12/31f20Z2 No Yaa No WA Compa$e Edge Flbar9lama Single Dow Win SkMWe) On nwinglOuhWllg; XO, OX or OXO Continuous Head sad Sill cordigurations) Nominal SLIM! 0&quctNon-InpuMquot Glued 1213112022 No Yes No WA Composite Edge Fiberglass Single Door with Sdaaa(s) (ln*WngtOuW."; XO, OX a OXO Continuous Head and 9s oonfigumifon) Nominal 66#0a8&quotNon-Impsct&quot Opaque 12/31/2022 No Yee No WA Composite Edge Fiberglass Door Panes, Will Vamed Sldellb(a) nneWnglOutdorns; XX XXX or)Q= tzrdgurations) Nominal 061111%, 0 ltquotNon-Irrpael8quet Opaque 12I311= No Yes No WA Composite Edge FWrglaw Door Ponta wide Vented Sldel pnsWMglOutewirgl )0( )DX or X)00( mirguro9ona) Nominal GWA-,&&quet,Non-Inpod&quot GluW 12131/2022 No Yet No NIA CompaWs Edge Fiberglas Door Panels Will Vented S+dNba(y OnaWng/Outsmi g; XX )DO( or)OO(X configurations) Nominal S$A30;0&quotNon•ImPPA&quot Glazed 12r31J2022 No Yes No WA Composite Edgs Flbergpat Cow Perna wRh VenW ���)0 i Wng101tlwrYV; XX XXX or XXXX Nominal BONI4auotNon-IRpectAqum OtaW 12/3112022 No you No WA Composite Edge Fiberglass Single Door with 35M,0 Sdelle(s) OnsonglOubWrtg: XO. OX or OXO olXlfigurallons) NominaI 5110s9;a Squct hlon-Impadaquot Glued 1201/2022 No Yes No WA Composite Edge Fibers Ism Double Door v.0 38d130J)Sldels" OnwAng(Oubwing; O)Q(O configuration) Nominal S&P*,0 Squat Non -ImpaclSquot Ohwd 1213112022 No Yee No WA Composite Edge Fiberglas Single Door wdh 3&R39;0 Sidab(s il OOnnniv inStOubwirg; )(6, OX a OXO f eW S&149g:0&quothlon-Impaci&quot Glazed 12131r2022 No Yin No NIA Composite Edge Fiberglass Double Door with 3039;0 Saeidw (ImWrg/OubWng; OXXO a0n6guNponl Nominal 7&s3P,G&quotNon-Impaet&quct Sharer 12131am NO Yes No NIA Series Comlpcede Edge Gland Fiberglass Singla Door with or wihout 11ta130;2 Side1ss(s) Orrawing/Oublwig; X OX XO or 0)* configurations) Florida Deparmant of Business & Professional Regulation Building Codes and StandsPda Product Approval Application Deall gob Built, or aMl Drla Daemmm ma Must version adiasd FSC Addrmal hiam m ltYUe JVa*W 2020 POT industries Jana Rfto.* Worri-Died. BCCO-CER Meal-O.de aCCO-VAL IV052020 11/0502O20 11AIM020 Mprduad Celeppy. VAndwrs (041) 480-0100 (785) 316-2500 aubCst*Oaer: an ink Hung Iron mMMponOuWeto Considt Tea Meerotl: Cw McW. Mork or hang aura _. _ .. A i AROMM rerun an& glum Seal Pftdad owdeami S aWM1ImDat InMVMZ outside 4VNZ 2 &HWM (Urge fillet. kneed) WY angle /tang Wind- 97I302026 Yke Yee Y. NJA Florida Department of Business & Profes abnal Regulation tinsel dl Building Codes and Standards lam+ !Product Approval Applicatbri Detail cam ohm or UKLMOM a" MON. 1Galm W-lecturer cereal ralmaRAUMmt va kilted 0. Ysillilad Beamset PRO Accrued Approved ARYmttlon 2D20 PST Industries Joint Rowem Mk,m.Wde aCCO• LEA Alum CROSIMCCO-VAL 11A162020 11061t020 11A 1/2020 Apprand CMs)l9ry: Wanddws (041) 489-0100 (786) 315.M auarxetgory. need lrgemwaleapplmdusmeLo Compliance Mashed: C. M.0. park or thun9 om lhlnl-trsdYaM , Am.vsdfw Las hokmerafar/rx want gads lan Sit WW-55201Lerae MWIN ImPmdi Fk Oi I� � , plea - Florida Department of Business & Professional Regulation Page la(t Building Codes and Standards IMMI Product Approval Appllcallon Detain fade EraRyw Dee age Daum Dot Zya Yaalaa mwmdsb (rK QNM SamomLil = INLO M.&n You" adgam F&C A-IM ARgmng lain Revision 2020 Join Fong* Sulking Protasis Una Chad clause V. Andrew Tom Jahn Southold. P.E. OI)Osr 1 12A/R020 Oi)MO21 ding F$C Appn Cltegty: panel Wails (got) 545.0351 PE81992 (352)307-2529 eubCateedM• adna ch.d.dMdsQ(unnhrd C MIMrMO healed Evalud. Rupert tom a e 1'w1t Float Registered Ardiited a a Liasrssd Flwkte Pfuresslanal Engineer AnorwWfw Uae. AnK6VId far Use ter= gam tit PmduclOodd.lamerwPir product pumdadlaD 20*9GIMMKONDAM inMVMZ. out"1001Z filisa l pressure 1 Carrplada Lap Siding tberoemant top eklng 12131200 Y. Y. NM WA 2 Hard.Plerd Lop adtng fbr-kemenl 1.0 elders IMI2020 Yu Y. NIA WA Flodd® Department of Business & Professional Regulation page I art Florida Department of Business & Professional Regulation Pate 1 of Building Codes and Standards r2ot+ Building Codas and Standards I N421 Product Approval Application Detail Product Approval Application Detail £90 COWCa )ill )alto DItfLWm an Slade impala psi! Di1 po#hn&m Dtra Il a )(calm musaa ore 91= aomoaa.AIMM Yrdnaa8 iddad &ItM= LWJMM L AogMM sate Iran n.lm aaaamm SarmaM aDMletlriLlMae Xdgiu !( mium asumm Lw as 3k aagmnd sale ReMMon 2020 MI Wlnd*ws and Doer Orel annew America Arahledurai &even M. Mtn. PE lwfir 20 1000812020 IOMS=20 Adwosd R"Wen' tam MI Window and Door !tend changer Amecen Architectural a- M Ulan, Pl 1112212020 11222020 11DA*020 APRasd Caa/pay, Windows t)l7)385.3300 Mm lacturera Association (7m3ir."54 ciaegar: Whaltrws (7'17)3004300 Manufaeturera Aa WO. (717)3174454 OACenegDry: Hanaaal alder bOng rQmnrdmm OWCC*p e. Feed I2itlnpr�mMdA9m Cer*iom a Mssfock CnM ow Male Or Llseg Canpl n Method on aeslk a lisdnt Bit ffmSIIMrM DIditAmnme Anwowdragat Ansoyodfor weak pammlaa SaaYm ispgllm am I, HYME 8laltlimi km= pesia ARM" erslalrs 1i! 20WXANWMM ApameldfaWM hug2nalQLMN P[gmKt lag reemsaAmtoomAm Is MY19 outs" HIM IWREL pdm BOAT M Pressure 1 He OR Fln and Florae Frame 73021nwWad0lees 02Aen*24 N. Ya No -W-35 1 189pw ?3.?21rWted0lws 04/W2023 Me Ya No "&_60 Florkb Department of Business & Professional Regulation peas) al Building Codes and Standards 115,2021 Product Approval Application Detail Cape lair or nit Dula 2 LLPJoom a" ma Ymlm mmwkb C4 1"anin LW2UU 6kMU Vddrbrd r )Lesdsiesr itilliesiod F&C Amend A9r>m,d mum Ret4sian 2020 Mt Wlndovn.nd Dean awn 9ltinger Lee R I".. PE .Slew. M Lk1ch1. PE 1=80020 101000£0 loni a020 12MVA20 Approved canister YAndave. (717)365.33X P692514 (717)317-W4 awCalapory: Radians bOingor*rAWd.o*m cismpilana Merh9G evauaton nape" tom a Fleft RegMated ArdrNeai or o Uaneed nodde Professional Engineer 2MOMceMurama AgKMMUKpga hoLmmo rs tau wAra Dow 2Nt Wake- Varend non 121Jf lllw& DYiY� AmAkm mu= Florida Department of Business & Professlonal Regulation Page 2 ds Building Codes and Standards icanml Product Approval Application Deall S991 IMsie w as ➢tat Dm Panama Doi Aria Yac9m mmismaw ar lest moduKALWM 99wifeO.ae moo alaMaso PSC AaaaMl Aeamrad mom R.14don 2020 Junked Nick Th mpe9n LynLVn F. Bdimkg, P.E Ryan) King. P.R. 02 lM21 02ta2021 02a2rA21 0414=21 Approved C.tegery: Panty Wsth (330)922.2389 P6-a3400 (813) 707.15M s bcaeao7: Suisse ndhanpsonlidid..eam compiler" Mdhd: E.asaelln Repot hem a Flalds ReplelendAMiBeci cee Ucanxd Flodda ProMsional Engineer rlaatltisallwal &W*, Malone AmentioUm Amr,,W ., for Ust l0= ggg(a a a hoots eLmrt lumhm or No" Pressing 0aaen011" ca6md mwmlon cot In NVMZ at" do MVNL powotw Pressure 1 a &fMOt2r&quot Win Vmt or Sol VNd Ada 12131=3 No Yen No WA 2 o&euaAllemes T4Wwot; 8o" Vora w Shcd V*M Sd% 12/31=3 No Yes rue WA 3 d.6qud:Glonbrker Virdpge Bee090&OJO: Son VnlwsdldVinyl$dos 12/3l/2023 No Yee No WA 4 d. &ptd:05aWch; awn Vmkwsdi6vwada 12131,2023 No yet No WA 5 a &quct,Chsrter o."ot Sam Vent wSdid Vmyl AoM 12131202D Up Yee N. NJA S f &god1:.9tpw SPRn&quce; Rood- Vint or Sold Vsyl Shc 1221202E Ne Yee No WA Florida Department of Business & Professional Regulation per I al Fbdda Dopertraent of Business & Profsssionell Regulatlm vski t a+ Boling Codes and Standards 1OW=1 Budding Codes and ftntlards +AY2m+ Product Approval Appncanon Detail Product Approval Application Detall Lslt amity $ sett Bel Dow Pages- Bale S gde army w 20 A IA Riemdm an 2Ya vinegar, tiManMla client lomaaALkeae 1fat11Wd&t Yaiiloted &bm(pad feeAcahow Aa®ai la" Am YU" lYVAUMma Cad" andoO&uk.m.. kdddia( xmmod Rom" ZW.Apmm AaaaNea sea Rsu in 2020 TAMKO adding produces LLC Kohl Eon Rgpel Nbmnen John W. i(n es\4 h, PE 109UT020 OW292020 10A212420 12M 612020 Apprard Rewsbn 2020 tectural I.M. ThortlesOA. Inc. flee Thompson Architectural &eve Tony Chromon zed" R. pn K Ulan, PE 0&1712026 CW 2020 0sam20 12AM020 APWVAd convenor. Roping (417)624.6644 PE-50196 (VA)7724224 Melts CORpny(TANCO) 4913)24a-34w PS74m1 (747)317-4454 StbCNggry: Udn4ymaNL Kwd_eOenQysrao.ean CtegoI Roceg Itny'®pOrnehedoM1i9.aom Carpllana Mamod: EveueNan. Repot tom 0. OtbCtlegory: RoOthp Ataeetna that are an Flondo Relegated Ardlltad we Ueaned Penick, InhPst Pon prone Roping Oyasem Rapnbnaind 6hpheer Compliance et et Reprt tam Slashed: naffs Registered Architect we U-sed Plar daProfessional Engineer Awl &Rdwdx2ddihmoksxmm god&daaa&tat Aaawomib uu NAMatlamn product committed, tmiaazukdimjm laldM leas! Ream BeYieM meeirs tWOWWPAIIWW Amovedfwufe Approved for Um m m iaWm 1 TAMKO ROO UodNky rWfts (HVHL) Rod uncaAoyme le fordo. In F eC HVH2 own2a23 Yn No NIA NIA "I am ImaOL20ismf 1, HUMS DYYddill BelW M zmm a IutMeosss. 1 TAMCO Fla Tap OnROp* Vent With Dame kr Tim 28 gL SWO roorvOnOMW walk bane OWM028 Yes Ya NM WA 2 TAMKO Rod Underteyments iNON44VHZ) R&Orundedeyrvet. fa... In M non-HVIC OVA.7023 K. Y. NM WA 2 TAAACO 09eeekedtVon 20 9L 0WM020 No Yale NM WA52.5 lslsdcdons. 3 TAMCO OS -Rides Roof Volt MM MIN 20 pa into roWvo NMa with Integrated OMb O9nOWQ" Yw Ya NA WA 4 TAMCO Round Top OSAIMS Vent.0 Milt her this 20 OL use loaf vW*W W w1111 base otr08 m Ya Yes NA WA Pop I all Florida Department of Business & Professional Regulation Pop 1 d2 1n2mt Building Codes and Standards 117rA21 Product Approval Application DStall >iltll art.La am (till ¢aedeMoe an Ara Holm AMLOOli 1mot9M angkmLAHMat Yllie&al n dw" DAM= tALARRMW Aamatl a" Revision 2020 Lamm K.mrn J.IIW Janw L aud.ier. P E. Seen M. Urine. Pfi 112312020 123/2020 1lrtrf2020 dna FBC Awor- Ctsgory.Medina (501)9838183 PE41242 (717)3174454 StbCtv09rr. Rogena Anomalies that Or* an NeOey@lOmenm.tdn IMean Pan of Ma R9a5aa SYSM CoWlWlwedhod: Evaluation Regard tan a Flodde RegiobredArdifted or a Lklim Rod Florida Professional Ehdneor Assigned for Use AlkillogglifOLiabs IM=d Die :M.E J' Mma9 fiadaaatalmtlipsie 1, MVNZ limns,= law" t7oSue 1 Osek-Air" DAi or TRI-Built D.A Air DA•1 Lan Proton, Polypropylene Planed, R.d Ven1 12r ums No Ya No s97.8i-E7.6 Mnnantcaar Aaec adb Plywead Dock. Gmk swum AOA am alk2m Mm no I= VeWm lllmdavtu- cadent &mkner&Ll9 VHidodace YMiilad >ldligealso PAC Aonr.wl Aagrs,W $idle Reiman 2020 earl Ruing Anderson Rain Law UnHpm Evamstion Gary W. walker 11A3020 ii/0=20 1IMSM20 Apeta-d Calstaki Rageeg (801) 3*4091 Sonnets I.I.C. (206) 854-0160 tWCeeapery: Recurs TH. RublifAndotoonQOanl.oO CoMplleKb Ndhod! Ev.lutlan Repoli Mpn s re Procurer a nauaNn Essay _. Quality AEtHf�JBm ANSWM IN Use Androwe for we (maid 21" A WA to Bonny- pink*. Said, County Sligo. 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LLC WIH1m an RanNd. PE Iwirima 1o42rA70 110=020 11/0012m0 Appraed R.N.an 2020 commordal Concrete, Prcduok,.lna Reba OlgP MmuolA. OPlOnberg John Hey 12/IL7020 12RWM20 12r=02D area FSC ARM cawpory. anesupl Ccnpments (32/)710.9377 (4071501.1917 caLeOwW: amwai Cornmoro (615)OW3707 PE-114245 (382)5884311 1104sh9arr. Trump Plata asaWAaQspngawMm albeotegary: products IMrow*04 "aRaum of proeastgedoraynAeo.- Oompownoe Mashed: Ewlualon Repot Mom a raw 7epiindl9DY Product EwlKaSon anW IlenpoM od: EWusion R Rom a cam's ew Wad '. Flat . we Licensed floAde d R .berdArdhN.gl e9 iiatemalcool Engineer airs gWdUA=Ma ProdtMJ7tlGhO9on egmmdxmkmwoDm ANAL M Addresses latl)MI gAddL= far ilm mom itaaim 21= P > m , 1 ITW IRWAprw. 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SCOO - OEM MlelrtOadr SOCO- VAL 11402029 1a212m0 t 127J2o29 Approved Afllmetion 2020 Alpha Aluminum, Inc. Jwm Be" wu R. Lass Saw, M. Urkh, PE 1111611020 ii/i 20zc I1201J020 Apprond Casogmer: Strudurai Components (813)5214641 (7met 31&2500 cwcwy: Panel Wails (407) 509.2006 PE-92514 (717) 317-9454 OhbColegary. products lnrcduad a a league of cpamiemcestrah.cam bibtlbpary: R01Ms obllulsdnl4linc,iyalro NW Technology compliance Repontema MtsdArdi o.c9m Cwmpllana Nothed: Congestion Mark w Listing IsMs Fl9rla RegderadArdnNadaeLicansW intends moron . -.. : prafegsionai Engineer 2AMMIAOMMM Aima.ved for use AMMUNuff- a M M 2WM .'� , . !!gt h�.ggi081m1 !:f>�.Rogrelon.➢Ml Wlh01i StRtldlkt>fRJd Bfsisial[ lveao9rs .. MI Approved orUse.. plowed A9 Iva Use Imieo! Ada 1 Hah aaenom Concrete Lonnie 4.6.8. and 12Inch wide Inds 06212022 Yale Year WA NA Preefw tntleL tester a Y•n. HVH ip j(y� Rindidn't P- 1 Atha Aluminum Sake hemp: Vlsmed Aluminum 6d1111 Alpha Aluminum Solid Abllp:V*ntel Aluminum 0713w2023 No Yee No WA Chou damp; Wood Saint C&ll &amP; Wood Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.O.1 of I 102022 TM Vmrsla! 17i01� Contact i &Lkenu V ValidatedhdMAll� It Approved dtlY! Revision 2=0 Global Protection Products, LLC. Tim Robinson Walter A. Tilt Jr., P.E. John W. Kneesvleh, PE OQMar2= 0abBr2020 10101r3020 12M UM20 Approved Category: Shutbrs (954) OW764S PE-44167 (984) 7724Mil SubCetagery Semi Panela bm.robmecnggppentoom Compl(anes, Method: Evalustion Report from a Florida Registered ered Archiba or Licensed Florida Professional Engineer au Product Model. Number or Mama Product Dnuktiorf CooWct Exililradan Data AarsVa ter UM In HVI Z Outside HVHZ ReWMI4 Pnovim 1 20 Gage Galvanized Steel storm PanobMVNZ Oa7ugtbd Galvanized Steel Sbrm Panel& retained 12/312022 Yes Yee Yes N/A or not by tracts to provide hurdcars protection 2 24 Gage Galvanized Steel Storm Pan@"HVHZ Corrugated Galvanized Steel Stom+ Panels retained 121al r= No Yes Yes N/A or not by backs, to provide hurricane prof, 'on. Florida Department of Business & Professional Regulation Pop 1 d2 Building Codes and Standards ++ Product Approval Application Detail ago findt. or am am Dow paird- SAM 21121 Ytdm whtmgugs 91dW IownLALamM VaiMandAm YMhiid lldlMW FBCAmmrst A,,,-W Blair RwHkn 2020 MITa( Inc. ruin Walden ICC ENaiulen DWWO, LLC ICC EvasuaYon INNMe, 09A 1rA21 09MGM21 ORAZA21 Appra d Catepwon structural Cpr4wwtP t962)890ems I.I.C. Subcategory: truss Palms aw.ltln®nil.am (20d) 5994aM. Compliance slashed: elauwlem Report from a Produtit Evaluation May . 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Wonevre (941) 466.0100 Qft 315.25tO auaCasegary: Mulmon9 Iraa.fMeppindJemeae Compliance MMhod! Congress. Mork a U.hna om alit Ggalaammdalm 92maadAm*xgaDu In MUNI OulMd,MVMZ aidelm P l m 1 Mliaaro la All Dom and windows Aluminum Mugan o5r w"28 Yam Yes yes WA Florida Department of Business & Professional Regulation Pegel mil Building Codes sad Standards 1 a2021 Product Approval Application Detail mm Version aegrdMlgl[ ewim Bmlaet&IWM VMIdd aL YJBOM ilimlMg F Anginal huge ROWolon 2D20 GAP Michael dean Roean rasmin.n JhM VI, MUNMOh. PE DWZO2020 002112020 lOR2/2020 12116i'M20 Applied Crepayt Rogers (600) 70 4411 PE-50160 (M4) 772.8224 6t1dCtmaory: Asphot elisldas mastenepr•am CORplla NOWd: Mluatiol Rapal Makin a Floods RepluehONMRW or a UCnled Florida ProfmimW Endnew Aowmd rr Use Apgreuedfw Uw IMM Dtsia Bit Bt9duck8rMdgla SamlralaalnmlMiiliar InNVI outside HWHZ ttYWad P.mela. 1 GMAsichWRoofchllnla Flaa.ke nimwad 3•0b. laminated, She and 12MBQ022 No Yen NIA WA Il"Idg. tephe0 khbptes Florida Department of Business & Professional Regulation papal at Building Codes and Standards 1a 20i, Product Approve( Application Debll mm! Version tb0ldlSlOL cowed ImbbaAlWm ymmikd ar ysr dad 8bMlbd PSC Amrowl ■ 1:10,10 n 2070 Floods Mats PrwLeb MR. Clark Jones Jama L. $udter. PEIB Still" M. Urldi. PE DAWrA020 09415=20 IOAM020 12A012d2D Approad Cate": Roatng 1904) 7834400 C9UCK Entlnaring (717) 3174454 OubCaspory: Roe4n9 Aacasocrteo the ra an drk(gne se'aam PE•31242 IndtgN Pont afthe Modenp System Caapll+Re Madiod: Evaluation R.Pad Mom a Floods Registered Architect a a Licensed Floods Prdeaebnkl Engn.er AnwayedfoUw Approvbdrg` upped gaga Sit t1Y,y1py B 1 WIpp Dan 3-F 10 Ridq Vant&qu*t: NumlRUM Rican Unlike for pitched roodfabricated 14 1 202 No Yee NO W From O,QW Aluminum Florlda Department of Business& Professional Regulation Pass +at Building Codes and Standards 14762022 Product Approval Application Debit I1a1 Varnish validated aW 3WORM NjgMjW t9G,Apomsal AMU Revlaian 2020 All American Studers and Glsw category. Shulbta agbCatpoy Storm Panels Mica Sonlad Frank L. BentaadD, RE Troy BMW, P.E. (501) 71248W PE40485 W (964) 047.060 mMab®allamariwnehults 1008/2020 10115r202D 11M5W(20Y0 12n&=O Aporwed Compliance Masted: Evalumbas Reportfrom■ aeeom Florida Registered Architect or a Lkteneed Florida Professional Engineer �si ProdupModal. Number or Note* 9Me OftAwWIra Product DssrlotloContrail Exolmdce Dh R mouthIL HVNi te gks4 Preaun 1 24ga Galvanized $eel Sbnm Panels 24ga Galvanized Steel Storm Panels 1231/2072 Yes Yes Yes WA Florida Deparbnart of Business & Professional Ragulatfon Building Codes and Standards Product Approwl Application Dealt plan 1 or 1 e1412m1 Sdail IBIIOLg aL aL Dldemdna Dot I= Musical siaamMga Lmlat BOaMML&IWM xwwmtdm JAW" alagaget PBCAppraWas A9gana Biala RMoln 2020 Weymmauner Rob Baldwin ICC EYslusdon SW*e. LLC In 1.4tror. P.E. 02+02J2021 tonvM20 0WY"21 Apprmad Catgwr: slruasai Convener" f253) 92444TO (wet e39.32ss SaCMegOry: Engineered Lumber RfDel.MadWng)wgarM complltlMe Mobsd: eyoUltion Repoli Morn 0 e-parn Product awalwabn Gin 1aY tit Pto&W Dnc0im >iMl.tdeellt>oa/ >.MiJon CmnMlm➢Ml Anonrftd her JUse Aare In NVIRZ alkm&mmt ataJMena ImaeM a4riMa 2FAM Emirs 1 Licrolsm LVL Lsnel.ted Verwer Lumber asmIrM3 No Yee MIA WA 2 Agrees. P$L lesreoal Stand Lumber 03a12m3 Nor Ya NIA WA 3 TlmbrSnnd LSL Lsmki.M Spend Denser 03131=3 No Yae NIA WA 4 TJ Porn bond SOudunl Compounds LMlbef a Oriented armed OU31=3 No yen NA WA board ON. Said 5 Wryorhan-Rion Bad Oriented Stand Scard Ran Board 03MI*023 Mon Yoe NA WA a..A CD N CCn CD _ 2 W a- 1` 1✓ .� C5 = CD Cn CD CU O c 0 O CD 3 O U_ .� Ui CD E (DCn O Q ICU no C Cn Q Q Z Z W J ) \✓ (1) > O, N a N .- -0�-. gy �-�NY �F jC r C C Q O 'S U N N 4 •>1a� c: N w • �nrW/_ Qff ii v�n C M O O a :+ U a O W a- Cn a) E emissions CIO ICU o L 0 CL � U no 1� CL U ICU o0 � Q F- F- O LCO W a z J Z Q J a SHEET NO. PA 1. 1 N � O � -a Simpson Strong -Tie 2020 FBC Approved Products For direct links to all 8ST approvals Meted below, CLICK HERE Updated 12/3W2020 Simpson Strong -Tie 2020 FBC Approved Products For direct inks to sit SIST approvals listed below, CLICK HERE. Updated IZrs(M2D Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to 88T approvals Isted below, CL!Ck uooc_ Updated 12R0/2020 Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to SST Rated below, CLICK HERE. Updated 12r.0=0 op O em all all approvals ♦ v LL. For additional Information regarding FlOrlda's 8talewxfe Product Approval "Stem and Mam•Dade County Notlos of Acceptanee (NON, CLICK HERE. For addtknal infdrttadal regarding FlWda's Statewide Product Approval 131atem end MarrMDade County Notice of Acceptance (NOA). CLICK MERE For additional Information regarding Florida's etalewk)e Product. Approval 8yatem and Mam-Dade County N0110e orAooeptance (NOA), CLCK MCS For addtional Information regarding Florida's Stalewide Product Approval System and Mam-0ado County Notice of Acceptance (NOA). EJ!CK HeRa. U FL#10445-R5 FL#t 0486-RS 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-518" to 3 9116" and heights ranging from 45/1e" to 11". Concealed flange .v AW Product Model. Number or Name Product Description 229.9Product Modal. Num her or Nama Product Description ASS Product Mudd. Number or Norma Product Dascdetlon version (H USC) available for models having width equal to or O . 1 Titan Stainless Stied Concrete & Mason Screw Masonry (TTN-SS) 114" diameter Tian stembes steel masonry screw 1 A21. A23, A33, A34, A36, A44 Angles 1 6T, BTB. BTH Brick Ties greater than 3-9M 6". Q 1L L 2 APA21, APA4, APAS, APVA21, APVA4, APVAS Outdoor Accents Angles 2 CMST12, CMST14, CMSTC10 Coiled Straps 12 IUS aeries hangers Face -mount hangers available in widths ranging from 1.718" to 3 Q O 3 APB44, APB44R, APVB66, APBWR, APB88, APB88R, APS1010, APB101 OR, APVB44, Outdoor Accents Post Bases 3 C614, CS16, CS18, CS20, CS22 Coiled Straps 5/B" and heights ranging from 9.114" to 18". C Q L _ FLNDSWRB APV844R, APVBW, APV888R, APV888, APVB88R, APVS1010, APV131010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.83-SDS, LGU5.25-SOS Face -mount hangers C :b-0 Q %6- ICU 4 APDJT2-4, APDJT2R-4, APDJT2-8, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 6 CTS218 Compressio nll-ension Strap 14 LU124, LU26, LU28, LU210 Face -mount hangers CU Q insProduct Model. Number or Name Product Description APVDJT2R-8 8 DSP, SSP, TSP Shad to Plate to 15 LUC26Z, LUC21 OZ Face -mount hangers , � 0 I S01011208B Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61 OR Outdoor Aoeents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H72, H16, H785, H1&2, H16.2S Hurricane Ties 18 LUS series hangers Face -mount hangers available in widths ranging from 1.9I1010 4- 2 SD9112, SD9212, S010112, SD10212 Strong -Din a SD Connector Screw 8 APL4, APL6, APT4, APTS, APVL4, APVLS, APVT4, APVTS Outdoor Accents L and T Beam-to-Colurm Ties 8 HOT-2, HGT-3, HGT-4 Heavy Girder riedown SM" and heights ranging from 3" to 10-15/16'. Cl)Q Q- o 3 SD911288, SDO212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R. APL125, APLH2OR, APLH210, APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.e3-SDS, MGUS.�-SDS, MGU5.50SDS, MGU5.62-SDS, MGU7.00-SDS Faoe-mount hangers ICU�- �- 4 SDCF22434. SDCF22512. SDCF22614, SDCF22700, SDCF22858, SDCF221014. Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HS82-2-SOS3, HSS2-3SDS3, HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face mount hangers available In Wdths ranging from 1-9/1 &' to 5- L.�� r -av, 'a Q SOOF221134, SDCF221334, SDCF271M, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5. HST8 Straight Straps 1/8" end heights ranging from 6-15/18" le 19-1/7'. 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, String•Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z. CJT5Z. CJTSZ Concealsd Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SOCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQIBKTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SOHR27614. SOHR31400, SOHR31614 Strong -Drive SDHR Combo lead Screw 12 DS Dry Weil Stop 14 L.FTA Light Floor Tie Anchor 9118" to 3-9/19" and heights ranging from 31 tl Win 13.3/4". 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SOS25412 Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SD825800, SOS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and 4X models; on ly acute flange is concealed. le B SDS251126S, SOS262008S, SDS25212SS, SDS26WOSS, SDS26312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1. GA2 Gusset Angles I7 LT82D, LT840 Bridging 21 U aeries hangers Fooe-mount hangers available In widths ranging from 1-9/16" to 9 SDWF2716, SDWF2720, SDWF2724, SOWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H1OA-2, H1 US, H14, HGA10 Hurricane Tios 18 LTS12, LTS16, LTS18, LTS20 LightTwistStrap &' and heights ranging from 2-5/61D11.1/4". 17 18 HCJTZ HH4, HHe Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 MediumGaderTiedown Straight Straps FL#10007-11118 19 KBS1Z Knes-Brace Stabilizer 21 MSTA9, MSTA12, MSTA16, MSTM6, MSTA21, MSTA24, MSTA30, MSTA38, MSTA49 Straight Straps FL#111887-R8 20 L30, 1.5% L70, L90 Angles 22 MSTC28, MSTC40, MSTC:52, MSTC88, MSTC78 Straight Straps ANJ Product Model. Number or Name Product DlRacrilstlon 21 LCE4 Post Cap 23 MSTC4863, MSTCM93 Pre -Bent Straps laxProduct Motlel. Num leer or Name Product Description 1 ATR318, ATR1/2, ATR5M, ATR314 Threaded Rods 22 LS30, I.650, LS70, LS90 Skswreble Angles 24 MSTI26, MSTI38, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA sorbs hangers Top flange hangers available in widths ranging from 1.9/18" to 7- 2 ATUDS, ATUD&2, ATUD9, ATUD9-2, ATUD9.3, ATUD14. ATUD14.2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, NRS24C, MTSW, MTS30C Medium Twist Strap 1/8" and heights ranging from 7.1W to W'. 3 BP3/8.2, BP1/2, BP1/2-3, BPSAW, BPS/8-3, BP3/4, SP3/4.3, BPRTUD3-4 Bearing Plates 24 LSS.1261 Z, LSSJ28RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA200-12, NCA2x12-12, NCA2k8.16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangars Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW3/8, CNW1r2, CNW518, CNW3/4, CNWS/8-1/2, CNW3/4-5/8 Coupler Nuts 25 LSSRI 81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Sbpeable/Skewable Hanger 27 RCWa12. RCW814 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 6 CTUD55, CTUD85, CTUDW. CTUD75, CTUD76, CTU077, CTUD67, CTUD88, CTUD97, Coupling Take -Up Device 28 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1.1/7'to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML282, ML28Z. ML21 OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7.1 /4" to 24". 6 N3, N4, N6, NO Heavy Hex Nuts 28 MMH8 RocfTio-Down 30 SPI, SP2, SP4, SP8, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangars available in widths ranging from 1-34'to 3- 7 RTUD3, RTU038, RTUD4, RTU04B, RTUD5, RTUDB, RTUD7, RTUDB Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 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, MMLW211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoo 5 EG5, EG7, EGO series hangers Top flange hangers available in widthe ranging from 5.1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC: R13CP Roof Boundary Clips 33 ST9, ST12, S718, S71`22, ST292, ST2122, ST2115, ST2215, STe215, ST8224, ST823e Straight Straps 7/8" and heights ranging from 11" to 32.1r'7'. 10 URS3 3/8" Uplift Rod Run Tedown System 32 RST-3 Roof Tio-Down 34 T820, T827, TB30, T1338, T1342, TB48, T854, TB56. TB80 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3.618" to 7- 11 URS4 1/2" Upllh Rod RunTledown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 1/4" and heights ranging from I I.114" ro 37. 12 URS5 f.JB" Uplift Rod Run Tedown System $4 STC. STCT, OTC, HTC4 TrussClips 36 VGT, VGTR, VGTL Variable Pitch Girder Tedown 7 GLS series hangers Saddle hangers available in widths ranging from 3.114" to 8-7/8" 13 URSB 3(4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB100. WS100C, WB120, WB120C, WB143C Well Bracing and heights ranging from 6-1/2" to M. 38 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 37'. FL#10441-Re IFL1a10631-RS 9 HB series hangers Top flange hangers available In widths ranging from 1-9/16" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30'. sal Product Motld. Number or Name Produat Description Aal Product Model, Number or Name Product DerwriMlon 10 HGLS series hangers Saddle hangers available in widths ranging from 5.1/4" to 8.718" 1 DTT2 Hold-down S1ea 1F Product Model. Number or Name Product Description 1 C13H2.37x5.5, CBH2.37x7.63, C13H2.37x9.75 Concealed hangers and heights ranging from 10-1 /7'to 2W". 2 HDC10/4, HDC10Y22 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, HH0011, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2LSDS3, DSC5RSDS3, DSC5L-SOS3 Drag Strut Connectors available in widths ranging from 1.9/1e" to 3-9/18" and heights 7/8" and heights ranging from 7-117'to 37'. 4 HOU2, HOU4, HDU5, HOU8. HDU 11, HDU14 Holt -down 3 GBC Gable Brace Connector ranging from 9.1/8" to 23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.03-SDS, HGU5.25SDS, HGU5.50SOS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25• Face -mount hangers 1/8" and heights ranging from 14" to 33". e LSTHD8. LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25f3.25, HHRC5.3713.1Z Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available In widths ranging from 2.5/16'to 3- 7 MASA, MASAP Foundation anchor atred HHRCe8 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7- 9/1 e" and heights ranging from 18" tc 2&' 8 MPAI32, MPA144 Strap -style purlin anchor 8 HRC1,81, HRO22 Hy Ridge Connector 3/8" and heights ranging from 65116" to 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 9 PA18, PA23, PA28. PA35, PA51, PA88 Strap -style purlin anchor 7 t.RU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGUTOO-SDS, HHGUT25SDS, Face -mount hangers "/I6' and heights ranging from 5.36' to 13-1/8". 10 PAII8, PAI23, PA128, PAI35 Strap -style purlin anchor 8 LSU26, LSSU28.. LSSU210 Light Slopeable/Skewabler U Hanger HHGU9.00-SD5 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9118" to 5. 11 STHD10, STHD10RJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50/10, Face -mount hangers 112" and heights ranging from 3-7118"to 15". Concealed flange 12 STHD14, STH014RJ Sleep -style hold-down 10 TC24. TC26, TC29 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having wkflin equal to or 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAG418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skswled face -mount hangers available in widths ranging from 3• greater than 2-9/16". THAC422, THA426, THA422-2, THA426-2 1/8" to 5-118" and heights ranging from 43/4" to 1 &NN'. 18 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 12 THA11.81/22, THAl2.06/22, THAI2.1122, THA1222, THAI322, THAI3522, THA1422 Adjustable Truss Hanger Sized for Wolats Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5.3W fo 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 1-9116" to 7- 14 THJA25, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU26-2, HTU28.2, HTU210-2 Fooamount hangers 1/2" and heights ranging from 5.3Wto 37'. CV 15 THJM2-4-SD83, THJM2-5-SOS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Fate -mount hangers available in widths ranging from 1.9/18" to 7. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/18" to 3- O y d 18 TSBR2.24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19.114". Concealed flange 5/6" and heights ranging from 9.1W to 18" N 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JS series hangers Top flange hangers available in width of 1-9118" and heights r M U 18 VTCR Valley Truss Clip greater then 2.9/16". ranging from 5.318" to7.114". N 10 HUC01.81/9-SDS, HU001 81/11SDS. HUCO210-2SDS, HUCO210.3SOS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1.9118" and heights m SDS, HUC0410-SDS, HUCQ412SDS, HU0Q5 2SM-SDS, HU=25111SDS, HUCQ810- ranging from93M9" to 13-118". Z LL 0. SDS, HUC0612-SDS � O t_ N 0 U CC NY N Z Q rn r l.J t!S 3 a) w � l r-_ 1 r 0 O �•'� Simpson Strong -Tie 2020 FBC Approved Products Updated 12rWM20 ®Simpson Strong -Tie 2020 FBC Approved Products Updated I rJ0/-!020 Simpson Strong -Tie 2020 FBC Approved Products Updated IZ13VMO ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30i2020 � - V +-+ Far direct Inks to all SOT approvals listed below, CLICK HERE ® For direct links to all SST approvals listed below, CLICK HERE ® For direct Inks to all SST approvals Isted. below, CLICK HERE For direct Inks to all SOT approvals listed below, CLICK HERE.Em -- O For additional infcrmatim regarding Florida's Statewide Product Approval System end Mam-0ads County Notice d AcceDtance (NOA), CLI K HFRF, • For additional information regarding Florida's Statewide Product Approval System end Mam-Oade County Notice of Acceptance (NON, ,'I Irk Haac . For additional information regarding Florida's Statewide Product Approval System end Mami-Dads County Notice d Acceptance (NON, CL ICK HERc, For additional information regarding Florida's Statewide Product Approval System and Man -Dade County Notice of Acceptance (NON, CLICK wrap, - 0 W 21 LB series hangers Top flange hangers available in width of 1-9/IV'and heights FL#11,968-R5 18 S(U3V1.56, SILBV1.81, S/LBV2.06, S/LBV2,37, SiLBV2.58, S1LBV2.88, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anohorfor concrete ranging from 63/8" to 16-1/8". SO SV3.58, S/LBV3 62. S/LBV4.06, S/LBV4.12, S&BV4.28, S1LBV4.76, S/LBV5.60 8 Strong -Bole 2 (STB2, ST924SS, STB2.8SS) Strong -Soft 2 Wedge Anchor for concrete available in carbon 22 LBAZ sores hangers Top flange hangers available in wridth of 1-9M8" and heights Aga Product Modal. Number or Name Product Description 19 S1720, S/DTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 93/18" o 13-1/8". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIM5T80, SfMS•T72 Straps 118 mil (10 08) 7 Trion HD (THD-H, THD-HMG, THD-H4SS, THD-H8SS, THD-CS, THD•CSSSu) Then HD Heavy Daily Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 sodas hangers Top flange hangers available in widths ranging from 3.1 /4" to 6- 2 HRS6, HRSB, HRS12 Strap Ties 21 SP4, SP8 Stud Plate Ties available with hex head In carbon steel and Types 304 and 310 7/8" and heights ranging from 9" to 33.1/2'. 3 HUCO210-2-SDS, HUCO210-3.SOS, HUCQ310-SOS Joist Hanger 22 SSP, DSP, TSP Shed Plate Ties stainless steel, or with countersunk hood in carbon steel and 24 MEG5, MEG7 sores hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1rZ'. 5 THGQ2SDS3, TH003SOS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HO Rod Coupler (THD37634RC, THD50934RC) Tian HD Threaded Rod Coupler far concrete, 25 MIT sodas hangers Top flange hangers available in widths ranging from 1-9/18" to 5• a THGW33, THGW3-4, THGW4.3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HO Threaded Rod Hanger(THDB25158RH, THDB37158RH, TH037212RH, Then HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-114" to 24". THD50234RH, THD10212RH) 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/le" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3.3/8" to 7.1/9' FL811473-R8 FL#18904-0 27 25 RR WP series hangers Ridge rafter connector Top flange hangers available in widths ranging from I V10" to 7- Sea it Product Model. Number or Name Product Description fang Product Model. Number or Nama Product Dissertation FL#16230-R8 1/8" and heights ranging 1 4/4'to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQfut3.82-SDSHOG, CCOM4.82-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.82-SOSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4.82SOSG, CCTQMS.50-SOSO, CCCQIv13.82SDSG1 COCQM4.82-SDSG, Sta S Product Model. Number or Name Product Description 3 H10, HISS. Hte-2. Hie-28 Hurricane Tie CCCQN15b0-S0SG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FLN10B60-R6 4 HETA12, HETA18, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 EGCLOM3.82G•KT, ECCLOM4.82G-KT, ECCLOMS.SOG-Ki, ECCLLQMD3.62G•KT, Masonry Pier Caps 2 ET•HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETAL1e, HETAL20 Embedded Truss Anchor ECCLLQMD4.BM-KT, ECCLLQMD5.60G-KT, ECCLRQMD3.e2G-KT, ECCLROMDM.e2G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry kIIIIIIAKT, Product Modal. Number or Norma Product Deueeriotion 8 HGAM10, HM9 Masonry retrofit connectors 3 ECCLRQMD5 SOG-KT 4 9trong•Bol 2 (STBZ) Strong -Bolt 2 Wedge Anchor for masonry 6-0 W 1 ABA44, ASA44R, ABA46, ASA46R, ABA68, ABA68R Adjustable Post Base 7 HHETAIB, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor HGUMS.25, HGUM5.50, HGUM7.00, HOUM7.25, HGUM9,00 Heavy Masonry Hangem 5 Titen 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ASU44, ABU44R, ABU4e, ABU46R, ABU5.5, ABU5.6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3SDS2.5, LGT4•SDS3 Girder Tbdowm 4 LGUM28.2, LGUM26.3, LGUM26.4, LGUM28.2, LGUM28.3, LGUM28.4, LGUM21O.2, Masonry Beam Hangers 6 Tian HD CrHD.H4SS, THD-HOSS, THD-CSBSS) Titan HD HesvyDuty ScrawAnchor for concrete available in 304 ABU88R, ABU1010: ABU1010R, ABU1212, ASU1212R 9 LTA2 Lateral Truss Anchor LGUM210.3. LGUM210.4, LGUM48, LGUM48: LGUM410 or 316 stainless steelwtth hex head, and 3le stainless steel with 3 ASW44Z, ASW44RZ, ABW46Z, ABW45RZ, ABW66Z, ABW86RZ, ASW7.7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MSHA3.12/925, MSHA3,12/11.25, MSHA3.58f1.25, MBHA3.5e19.25, MSHA3 56/11.25. MBHA&66111.88. MBHA3.58/14, MSHA3.6B/18, MBHA3.56M8, MSHA5.60r7.25, Masonry Top Flange Beam Hangers 7 Titan Turbo countersunk head. Then Turbo �^ 4 5 A04, AC4R, ACE4, ACe, ACBR, ACES BC4, BC46, SC4R, BCB, BCBR, BCS. BCS2-214, BCS2.318 Post Cap Poet Cap 11 12 MTSM1e, MTSM20, HTSM18 HTSM20 Twist Strop for Masonry MBHA5.50/9.25, M BHA5.50/11 .25, MBHA5.5O/11,88. MBHA5.SGr14, MBHA5.50M8, (TNT) Screw Anchor for concrete or masonry V I 8 C844, CM, CB48, C868, C888 Embedded Column Base MBHA5.50118 ICU 7 CSSQ44-SDS2, CSSO46-SDS2, CBS080-SDS2, CBS088-SOS2, CBSQ88SDS2 Embedded Column Bass 6 MSHU3.56/9.25, MSHU3.66111.25, MSHU3.68111,88. MSHU3.56/14, MBHU3.58/16, MSHU3.66/18, MSHUG.5019.25. MBHU5.50/11.25, MBHU5.50/11.88, MBH U5.60/14, Masonry Beam Hangers FL#18837-R3 8 CC. ECC, ECCU Serbs Bolted column cape vWth Wt ranging from 3-114" to 9.117 and FLAN 1496-R5 W2 ranging from 35/8" to 7-112" MSHU5.50/1 e, MSHU5.50118 %gA Product Modal. Num bar or Name Product Description O 9 COO-SD32.5, ECCQ-SDS2.5 Serbs Screwed column caps with W1 ranging from 3.1/4" to 9.1/7' and Aga Product Model. Hum bar or Name Product Dissertation 1 X3481018.5K, X1S1016, X181018.4K, X01 S1018, XQ1 B1018.4K #10.10 Strong -Drive X Metal SeH-Drilling, Tapping Screws with 003 0 W2 ranging from 3.5/8" to 7.1/2" 1 DTT1 Z Deck Tension Tie Drill Point � Q 10 CPT44Z, CPTeeZ, CPT88Z Concealed Poet Tie Base 2 HD12, H019 Bolted Hokdowna FL#t9979-RB 2 XLQI14171224, XLQI14B1224.2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping CDL 11 12 EPB44A, EP844, EPB46, EPBe6 EPS4Z Embedded Past Base Embedded Post Base 3 4 HD35, HD5B, HD7B, HD98 HTT4, HTT5, HTT5314 Bolted Holdowns Tension Ties Sea Product Model. Number or Name Product DssCHotlon 3 XMQ114S1224, XM0114B1224.21K Straws with #6 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Mediun►Head Metal Self -Drilling, 0 < 13 LC844, LCBW Embedded Column Bass 5 1.719, LTT20S, LTTI31 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22466, SDW22600, SDVMOOO, SOW22W8, Strong -Drive SDW EWP-PLY and TRUSS -PLY Sorrows Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCBZ Light Post Cap 2 SDW22834 SDWC15450, SDWC15800 SDWC TRUSS 4 X0114S1224, X011481224.2.5K X114S1224, XQ112S1224, X011281224-2K #12.24 Strong -Dave X Metal Saw -Drilling, Tapping Screws witft OG Drill Point U 15 MPB44Z, MPSWZ, MPB68Z Moment Post Base Strong -Drive Screw 16 PB44, P844R, PB48, PB88, P86SR Embedded Poet Bass FL#13628-R5 3 SDWHIWOOD8, SDWHIO4AODB, SOWHINOODB, SDWH19800DB, S0WH191000DB Strong -Drive SDWH TIMBER -HEX Screw G XU3481016, XU34BI018-51K *10-16 Strong -Drive XU Metal SsM-Drilling, Topping Screws with 17 PBS44A, PBS46, PBS68 Embedded Post Base 4 SDWH274000, SOWH27600G, SOWH278000, SDWH271000G. SDWH2712000 Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Porn 18 PBV6, PBV10 Round Post Base Abi 1 Product del. Number or Name S838x24, S87/8x24, SS1x30 Product Description $B Anchor Boles 5 8 SDWS16212, SOWS16300, SDANS18312, SDWSI0400 SOWS19800, SDWS19712, SDWS22400,SDWS72500,SDWS22312, SOWS22800, Strong -Drive SDWS FRAMING Screw Strong-Orive SOWS TIMBER Screw Grade) O 19 PC44.1e; PC46-18, PC48.18, PC84.16, PCBB-18. EPC44-16, EPC48-18, EPC4&16, EP084-18, EPCOO.18 Post Cap 2 SST816, SST820, SSTB24, SST828, SST834, SSTB36, SSTBI BL, SSTB2OL, SSTB24L, SSTB Anchor Bolts SDWS22800, SDW822900, SOWS221000, SDWS221100, SDWS221200, SDWS221$00 (interior FL#38320-Rig L 20 PC4Z, PC4R7, PCOZ, PCORZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCeZ, EPCBRZ, EPC8Z, Post Cap SSTB28L 7 SDWS223000B, SDWS2240ODB, SOWS2250ODB. SDWS22e0OD6, SDWS228000S, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDW8221000DB A&IJ Product Model. Number or Name Product Description 21 PP844.4Z, PF844.6Z Post Base 8 SOWS22312DBB, SOWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSC843.5, DSSCB46, DSSC848, DSHS Bypass Framing Drift Strut Connector A 1 22 RPBZ Retrofit Post Base FL#13972-R4 9 SDWS273008S, SOWS2740OSS, SDWS275OOSS. SDWS27800SS. SDWS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FC843.5, FC845.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Ftyed-Clip Connector SOWS271000SS, SDWS2712OOSS 3 FPHSD34S1018, FPHS034B1010, FPHS034BI018-SK, FPHSD34S1214, #10-10 and #12.14 Strong -Drive FPHSD Framing-to-CFS Sell- V�, 32" Product Model. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD3481214, FPHS03481214.5K ws Drilling, Tapping Scre � FL#40868-Re 1 CMST12, CMST14, CMSTCIG, CS14, CS16, CS18; CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC225, SFC4.25, SFC6,25 Steel Framing Connector � 2 HRS6, HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MST126, MST138, Straps 97 mil (12 go) 5 LSSC4,25, LSSC8.25, SSC2 25, SSC4.25 SSC825, MSSC2.25, MSSC4 25. MSSC6.25, Seal Stud Connectors W W a`�!9 Product Model. Number or Nama Product 3 M87I48; MSTIBO, MSTI72. SIMST27, S/MST37, SIMST48 HTS16, HTS20, HTS24, HTS28; HTS30, HTSMC Heavy Twist Straps FL.#18363-R3 a MSSC4.26KW, MSSC8.25KW RCKW3, RCKW5.5, RCKW7.5, RCKW3S; RCKW5,5S Rigid Knee Wall Connector 1 2 FJA, FSA FRFP Foundation Anchor Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SCB43.5, SC845.5, SCS47.5, SC1349.5, SC8411.5, MSCS45.5, MSC847.5 Bypass Framing Slide -Clip Connector 3 131-146-e, 01-14&8, 01-14", GH48.8, OH41 D-6, GH410-8, GHe&8, GHB&8, GH68-e, GH88- Girder Harper 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122. ST2115.. ST2216 Straps 33 mil (20 ga) J*MJ ProductModel. Number or Name Product Description 8 SCS32.5/97, SCS62.&97, SCS82-6M 18, SCS82.5/118 Bypass Framing Connector 8, GH610-8, GH61D-8 8 LSUSH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 16, AS 18S5, AS I OS8 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLB6A, 01.85B, GLS5C, GLB5D, GLB7A6 GL878, GLB7C, GLB7D Glubm Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 go. High Strength Truss Plato 10 SJC8.26, SJC10.25, MSJC8.25, MSJCI0.25 Steel Joist Connacbre L 5 GLST512, GSLT812, OLSTSIe, GBLTete, GLST520, OBLT820 Glulam Bearing Plate 8 LTS12, LTS1e, LTS18, LTS20 LghtTwst Straps 3 AS-20 20 ga. Truss Plate 11 SS83.518 XLSH34BI414, Bypass Framing Slide -Clip Shut Connector O ICU 6 HGLBA, HGL88, HGLBC, HOLBO Heavy Glulam Bearing Plate 9 MSTA30, M5TA36, ST0215, ST8224, ", ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH78B1414 #14-14 Strong-Onve XLSH Shouldered $0-Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy GirderTredown 10 MSTC88, MSTC78, STS238 Straps 88 mil (14 ga) Screws 111 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS18, MTS18; MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1 S1018. XQ181018.41K, X01 S12147 X0181214-3.5K, X078S1224, X07681224-3K, #10.18, #12-14. and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S181.5e, SQ1.81, S/82.06, S/62.37, S132.58, S113218, S/83.12, S 33.56, 8/133,62, SIB4.06, Top Flange Joist Hangers FL#15730-R4 X0114SI 224, X0114BI224-2 5K XQ112SI224, X011281224.2K, )C3481016-SK, X1S1018, X181018.4K, XiS1214, X1S1214.3.5K Tapping Screws a 13 W84.12, SIB4.28, SJ84.75, S/86.50 S/BA2.1218, SdBA2.12/10, SMA2.12/12, S/BA2.12/14, S/8A4.18/8, S/BA4.18110, Top Flange Joist Hangers finj Product Modal. Number or Name Product Description Z J SOA4:18/12, SJBA4.1e/14 1 ET -HP Adhesive Anchor for concrete Z 14 SIH1A Hurricane Tie 2 GAC, GDP, GDPM-60,GDPM-75,GDPM-100,GOPS,GW50,GW-76,GWAOO,GTH Gas -actuated fasteners and assemblies 15 S/HDBS, S/HD88, S1HD10S, SIHDIOB, SHDI53, S/HD1S8 Holdowns 3 PDPA, POPA•K, PDPA-MG, POPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies 16 SHDU4, S/HDU6, S/HDUO, VHDU11 Holdowns POPAWL.MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 1 T SUCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. PA 1,2 MIAMI 111A3"ADEcovN Y YRODUCTCOMMOL SECTION 11W5 still26 ssw; R*m2ft MWARTME NTOF REGUL&TORY A" XCIONOSUC BFWURCES 00M) Mntmi, Floods 33175-2474 AthMW AMD CODE AD MiSrRATiM U SM T CT$6)31_S-3S" F (AW) 315-250 NOTICE OF ACCEPTANCE (-NOA) ymmmianddMkhtsretoonow PGT hadtt+ b ies, Inc. 1070 TeclindaLT Drive, North Venice, FL 34275 Scam. This NOA is. being issued utrderthe applicableruhesandregaiabansMovehntngtheuse ofcomsbv bonmaterifkl. e docurnentaboasulunaed,hobeenrevwxedand accepted byMiami-DlhdeCoudyREit FmdnctControlSeetionto be used in MtamiDade Gorily and odwareas where ailawed bythe Au&ariiy Having Yvds&clim (AIU) ThisNOA shall notbe valid after the expiration date stated bolow-The Miami4D&& County Pmdnct. CcnW Section (Iu ilium DadeCounty) "orthe AM (in areas other d=Miamii Dade County) reserve the right to have this product our na dwal tested fcr quality anmrawe pngmm. Ifdm pro&od or material foils to pesfa�mm the accepted manner, themamnfic erwi1lincurtheexpetseofsuchuntiagandtheAH7mayimumediiaWlyrevoke,modify, or sgapend the. use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptmee, if it is dete>.mined byMiamtiDade County Product Control Section ihat this phoduct or mterial fa ils to meet the mpumeets office applcaW buddihog code. This product a approyedas dear Ud hesein and has been designed to comply with the F7odda Building Code, secluding the High Velmcity 13 wxa u e Zane_ DESCRIPTION: Series ".4570/2 770" Vinyl Sliding Glass Dow (Reiinfarced) when 902 & 130 ewners-L.M.I. APPROVALDOCUMLNT: Drawing No,AID-55%.0 RevR, tided "Vrayl Sliding Glass DoorNOA (LW, sheaf: 1 through 2.1 of21, pgmedbymanufacthuer, dated 10/05115 and last revised on 02/01121, signed and sealed by A. Lynn Miller, P.E., bearing the Miami -Dade t,: ountyProduct Control Revision M=V vrith the Notice of Acceptance nun*a and apin on date by the 14lsa ni�Dade County Product Contral Section. MISSILE IWACT RATING: IArgr and Small Missile Impact Raiow Limitations: 1. See table I (sheet D and table 2 (sheet 8) for applicable SGD unlit uzes, design des., rem mveients. types, glass types, sill riser (see tables B-I & B-2, sheets 74q and anchor layout sheets requ ements in l I then 16- 2. Rigid WhAt PVC, Tan (Non while) Rigid PVC and Brown coated (Paimedor ]animated) white Rigid PVC to be labeled per tefereme¢NOA's regmrenheots. 3. Egress operable roars must conhpiy with min tkar width or hit per FBC mqui:ecmt, as applicable. 4. Pocket walls under separate appwiral, to be revievtedby Budding official L.� nXk G., Each unit mall bear a prima cent label with the nuam &cihw&st►ame or logo, city, state and series and following statement "lbf un-D&& County PJrodwt CearodAppmv eC, noted ha etm REMWAL of duisNOA "be cold aller n rmewxl application has bem ftledtaod there has beenno d mge in the applkoWebuA sing codenephwiy affoedogthe pedca uance ofdus gnodnct. TIERNEMAnON, of this NOAwill occur alter the exp ratsca date or if dime has been a revisionordate ie the materials, use, and/or mare feefteof the produc t orproaess- Miasae ofthis NOA as an endoof any prodnct, fear sides, advh r iving or my o*wpugmft shall &u►tomow4y*nnwmk,dus NOA. Failure tag comely with =ty metion-ofthi3NOAstMbecausefor*nxiv�ud mmtialofNO& ADZT:RTmM NT: Mw NOAuunec prwmded by fie wonds Mtanni Dade Caamy, Flosu* anal foamed by the expiration date maybe displayed in advertising htea mre_ If anypoutson of the NOAis displayed, then it shall be done in its entirety. INSPEC T10N : A copy of this entire NOA shallbepwvuied to theuser by1he numu&c1user or its distAntohs and shall be a^s ailaNe for inspection at the job site at the refit of theBuilding.Otiicial. This NOA revises & re Serra NOA #2041 4.05 and consists of thispage 1 and evidence pages E- 1, E-2, E 3, E-4, E-5 &c E-6 as well as approval documes t mentioned abow. Thesubmitted docuntarrtation was mimed by Ishaq L Cbmihi, PX. NOA No. 2i-0$>t M r Expiradem Datot April l4, 202b '- 7 Approval Datesblareh 28, 2021 Page 1. PGT ladasti ilex, bk. NOTICE OFACCEPTANCE: NCE: EVIDENCE SUBMI TIED 2. Evidence Submitted under previous snbadittal A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOA (LM)", sleets 1 dmugh 21 of 21; prepared by wanufadurer, dated 10/05/15 and last revised on 04=0, signed and sealed by A- Lynn Miller, P.E. B. TESTS 1. Test reports amp l) AirInflt ation.Test, per FBC, TAS 202-94 2) Uniform Static Air Prtsstre Test, Loadingper FBC, TAS 202r94 3) Water Resistance Test, per FBC, TAS 202-94 4) Largo Missile InVQd Test per FBC, TAS 201-94 5) Cyclic Wind Pftwm Loadingper FBC, TAS 203M along wi*madmdq drawings and mica diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsit 983 silicones. prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed V4mdaw (milt 6 in prnposal), dated 09103/14 FIL-20-2107.1, PGT SGD790 Ahiummun Sliding Gbass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Ahim Outswing Casement Window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Alurnininn Fixed Window (unit 9 in proposal) and FTL-20-2I07.4, PGT PW7620A Aluminum. Fixed Wmdow (unit 10 in proposal) darted 07/13/20, all signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS I. Anchor verification calculations and structun1 analysis, drying with FBC 71n Edition (2020j, dated 04/22P20, prepared by mamrl'acturer, signed. and sealed by Anthony Lyn► Miller, P_E_ 2. Glazing complies with ASTME1300-04, -W, -12 and -16. D. QUALITY ASSURANCE Miami -Bade Department of Regulatory end Ecmornic Resources (RER). E. MATERL41, CERTIFICATIONS I- Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. fortheir "TroWelt Uldradear, Clear, and Color PIB Glass Interbyers". expo on 07/08J24. 2. Notice ofAccceptance No.17-M&02 issued toKwaray America, Inc. fortheir "SentiTGlasg (Clear and Wbftp) Glass Interbnyers". txpitg on07/04/23. 3. Notice of Acceptance No. 18-110610 issued to Vision Fxtsusions Limited fo>r their "Brown Coated (Painted or Lamina fed) . White Rigid PVC Exterior Extrusions for Windows and Doors", egg on 09/3024. 4. Notice of Acceptance No.18-110a6.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and bier shades (Non -White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors", expiring on 1229/21 _ I S ( C k Islaq L Calms, P.E. Product Control Unit Sapervimr NOA Itio. 21.0205.93 . Xx*rstietaDate: AWO14,1026 ApprovelData: March N,2021 E -4 POT Industries, Inc. NOTICE OF, 'ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA A. DRAWINGS I. Mamifactumes die drawings and secti ms. (SubmMed underNOA:1Ta 11-0167.64) 2. Drawing No. MD-5570.0, titled `Amyl Sliding Glass Door NOA (LW, sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04J /17, signed and seabed by A. Lynn Miller. P.E. B. TESTS 1_ Test report on 1) Uniform Static AirPresom Test, perFBC, TAS 202-94 2) Large Mtsside Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 along w thmarlaed-up drawings and installation diagram ofvmA sliding glass door; prepared by Fenestration Testing Lab, Inc., Test Report No_ FTL 3717. dated 11V7115, signed and sealed by Id*nis Ortega, P_ E. (Test export wiesed an 02a 5116 and 02124116) 2. Test report an 1) Air Infihtatioa Tes~t,.per FBC, TAS 202-94 2) Uniform Static Air PiessntnN: Test, per FBC, TAS 202-04 3) Water Reece Test, per FBC. TAS 202-94_ 4) Large Misst Impact Test ,per FBC, TAS 201-94 5) Cyclic Wind Pr<saue Loadingper FBC, TAS 203-94 6) Famed Entry Test, per FBC, TAS 202-94 along wifhmad md-p drawings and iastaliation, diagr m ofvmyl sliding glass door, prepared byF=esM= Testing Lab, Inc- Test Report No- FTL &U6 dated 11ftg5, signed and. sealed by Idaimis Ortega, P_ E_ (rest report revised on 01/04116 and 024112016) 3.. Tart report on 1) Air 1h8ttatiorl Test, per FBC, TAS 202-+94 2) Uniform Static Air Pmssure Test, per FBC, TAS 202-94 3) Water Rese Test, per FBC, TAS 202.94 4) Large Mksile Impict Test per FBC, TAS 201-94 5) Cyclic Wind P:ressme Loadingper FBC, TAS 203-94 6) Famed Entry Tiest, per FBC, TAS 202-94 along with maAwd-asp drawinp and maWhtm d iagiaru of vinyl sliding glass door, prepared by Fenes; ion. Testing Lair, lne, Test Report No FTL 9547, dated 12AW15, signed and sealed by Idalmis (rtega, P_ E. (est report revised on 02115/16) 4. Test report an 1) AirInfiltiuion Test, per FBC, TAS 202-94 2) Uniform Static Air Praessm-c Test: per FBC, TAS 202-94 3) Water Rye Test, per FBC, TAS 202-94 4) Large MsWe InVad Test pttFBC, TAS 201-04 5) Cyclic -Wind Pressltaae Loading per FBC, TAS 203-N 6) Forced cry Test, per FBC, TAS M 4 along with madced-up drawings and mstallation diagram ofvmyl sliding glass door, prepared by Fetwstration Testing Lab, Inc., Test Report No. V TL &SM, dated 12104/1 S. signed and s a l ed by Idalmis Ortega, P. E. (Text report devised on OliW16 and 02/11116) lab:aq L Ganda, P.E. Product Control 'Unit Saperriasr NOA Na. 21-02115-W Ezpiratioulhk-. Apra114, 2026 ipproval Date: Merck :6, 2021 F -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CEERTMCATIONS (contina-6) 3. Quan x Pat Suner SnKch Noadard complying with ASIM C519 Thermal Conductivity 0:991 BTU-iW hr.-ftz-`F, ASiM F 124+9 VNM Pass, ASIM D33995 Oxygen -Pass, ASIM E 2190 I.G. Durability -No Fog -Pass. (SubmA*d under previ ns NOA Xm 15-0409 OS) 6. Quanex Part Uuraseal amVlying with ASTM C518 Tlheuml Conductivity 2.22 BTU-irn11 hr= tt- 01'; ASTM F 1249 WV R-Pass, ASTM D 1434 Argon P Pass, ASTM E 2189 I.G_ Durability -No Fc& AS1M E 546 Dery Point Developmneni 20OF in 48 brs. (Subrr►hyted under N04 No, 1 "4O9.05). 7. Vision Exhusions, Ltd. Pacts complying with PVC-AAMA 303-13, Voluntary Specification. for Rigid Polyim yl Chlonde (PVC) Exterior Profiles for Vision Exhusions, Ltd_ VEX '1 by AAMA Fenestration. EafetwProfile CdrtiftatioaProgrtim (SuboahW under NO4 No 15- 04'09.05) 8. Vision Extrusions, Ltd. Fartscomplying with PVC-AAMA 303-13. ISubmMed under NO 4 No. 15440 05) 9. PVC-AAMA 30343, Voluntary Specificatioa'for Rigid Polyvinyl Chloride (PVC) EVeri" Profiles for Vision EAmmons, Ltd_ VEX-1 by ,AAMA Feiestmlion Exterior Rofile Certification Program 10. Notice of Acceptance No. 18-1217.14 issued to En rgi Fenesim ion Soles USA, Inc_ for their `Tan 3040 & light shade (non -white) WNW Rigid PVC Exterior Extrusions for Windows and Doors, e x;*iag on 02 MU21. 11. Notice of Acceptance No. 18-0122.02 issued to Ennq# Fenestration Solution, USA, Inc, for their sides -% bae Rigid PVC Exterior Extrusions for Windows and Doors% expaing an 022823. 12. Notice of Acceptance No. 20-0203.03 issued to Enegd Fen st atim Solution, USA, Inc. for their `Bronze ,& light shade cap coated White Rigid PVC Exterior Extru ons for Windows and Doors'", egg on 04/1625. F. STATEMENTS 1. Statemmt letter of c+cnnfounainx to FBC 7f Edition (2020), dated 04122120, issued by manufacfxr, signed and seAlead by Anthony Lynn Miller, P.E. 2. Statement letter of no f iioa vial iotm!st and of independent. issued by marnfacturer, dated 04/18120, signed and sealed by Anthony Lynn M>11er, P.E. 3. Private Lab'eFng Agteament document between PGT dated 03/3CV15 and signed by all involved pities. G. OTHERS 1. 'Ibis NOArevises NOA# 17-0420.06 (PVTw/CGI) and updates to FBC2020 (7&Edition), expiring 04121121. 2. RER Test proposals #19-1155 dated 011 0f20 approved by lshag l- Ch nda, P.E, cRiki ng 04/14al.. ! r,t"7 E4 Isuaq L CAanda, PE Product tonneau Vail ! wwvt at \'GA Na. 21- M;.03 Expiration Date: April 14,1026 .i ,prowl Dieea uncle 29, 2011 �iLfIAI fMA 7- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test repaint on 1) Air I atim Test, per FBC, TAS 202-94 2) Usnifoml Static Air PiessNae Test, per FBC, TAS 202-94 3) water Resigame Test, per FBC. TAS 202-94. 4) Large Tvf= t Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Forced Entry Tat, per FBC, TAS 202-94 along with ma€lmed-up drawings and installation diagcmn of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc;, Test Report No- FTL 8549, dated l IGY15, sighed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 011 lf16) 6. Test report on 1) Air In0tratim Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Ra istame Test, per FBC. TAS 202.94. 4) Large Nlissile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pry Loadingper FBC, TAS 203-94 along withmadmd-up drawings and instaliatwa diagram of vinyl sliding glass door, prepared by Fenestraum Testing Laub, Inc., Test Report No: FTL 9552, dated 12A041I5, signed and sealed by Idalmis Ortega, P. E_ ('Ib a report revised on 02/15,2016) 7. Test report on 1) Unifoatn Static Air Pressure Test:. per FBC, TAS 202-94 2) Large Miss& Impact Test per FBC, TAS 201-94 3) Cyclic Wind Presses Loadingper FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door pad by Fenestration. Testing Lab, Inc., Test Report No. FTL tS638 (samples A-1 thrur A-22), dated 11.49110, signed and sealed by Iwge A_ Cause, P. E. (SubwWd under NOA Na 11- 0107=O4) 8 Test report on. 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifomt Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistame Test, per FBC, TAS 202-94. 4) Large Mrasilee Impact Test perFBC, TAS 201-94 5) Cy:hc Wind Pressure Loadingper FBC, TAS 203-94 6) Forced Entry TW. per FBC, TAS 202-94 along with marlor d-up drawings and installatiart diagrant of vinyl sliding glass doot, prepared by Fenestration Testing Lab, Inc- Test Report No_ FTL 6337 (samples A -I tbru A-5), dated 12W110, signed and sealed by Jorge A. Cam, P. E. (Submimd cinder ALT0_4 No.11- 010709) C. CALCULATIONS 1. Anchor venfration calcuiatiow and structural analysis, complying w9 h FBC--2014, p gmed by PGT, dated 12AD9115and last revised on 02115116: *pwd and sealed by AnfliozyL Miller, P.E. (Subm*iadi` imde►rNOA No. 15-1210.01). 2. Glazing complies with ASTb1E-1300-09_ i 5 i11-. 7 11 Z 4.+ n.L Ishaq L Cbands, P.E. Product Control Unit Supervisor NOA No.:1-9Zt#S.Ad Expiration Date: April 14, Mt Approval Data: March 26, 2021 E -2 PGT Ind ntr%s, Inc. 3. New Evidence Submitted A. DRAWINGS 1. Drawing No. MD .5570.0 Rev B. titled `°Vinyl Sliding Glass DoorNOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated IW5/15 and last revised on 02j1121. sipped and sealed by A. Lynn Miller P.E. Notre This revision consists repot of same existing installation screw with flat head- B. TESTS 1. None. C. CALCULATIONS 1_ Norte. D. QLTALTI"Y ASSt%ANCE 1. i1fiami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS. 1. Notim ofAcah p�ance No.19-0305.02 imied toKuraray America, Inc. fortheir "TrosifoW, Ultraclear, Clear, and Color P1VB Gins InterlapeW, expiring on 07MI24- 2- Notice of Acceptance No.17-0808.02 issued toKpraray America, Inc. for their *Senh-3'Gk4 (Clear and Rite) Glass Int+erla)vrs" , e vuing on 071b4113- 3- Notice ofAccept2ocr No.1R-1106.10 issued to Vision Extrusions, Lieuded for tlheir `Brown Coated (Painted or Laminated). %Wte Rigid PVC Exterior Faundumas for Windows and Doors", egg on. 09/30124. 4. Notice of Acceptance No.1&1106.11 issued to Vision Enn s+m Limited for their series `% E 1000 Tan 202 and lighter shades (Nan-VAdw) Rigid Cellular PVC Exterior Extrusions for RUdews and Doors", expiring on 121.9121. F, STAT'E34ENTS L Statement letter of confbeman ce to FBC 7* Edition (2020), dated 0M1J21, issued by 1112101factnraer, sips d and seated by Anthony Lynn Mid P.E. 2- Private LabeliAg Agreement dated 03MIV21 between PGT Industries; Inc. and CGI Windows and Doors Inc., signed by Dean M. Rude, P.E., V.P. Engineering, on behalf of both cappanies. G. OTHERS 1- This NOA revises Ar renews NQ4.# 20-0429.05 (PLA w/CGI), expiring 04114i26. 2. The cu neirt associated PLA CGI file #21-0205.OL egg 04/14126. ! 51­7 I. Z4n-L. Lb:q I. Clouds, P-F. Product Coated Unit Supenisor NOA No. 21-0206.03. Expiration Date: April14,Z02a Approval Darter Miire& Zip, 202i PGT Dies, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUAI= ASSURANCE 1_ Mia ai Dade Department of Regulatory and Economic Resources (RER)- Z. MAATERL41 CERTIFICATIONS 1. Notice of Acceptance No.1_�"528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13115. expiring on 09/30119. 2. Notice of'Actceptannce No. 16-0920.03 issued to V-isim Extrusim Limited fortheir '`3'E 100 Tan 202 and lighter Shades (Non-MWO) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12129/21- 3. Notice of Acceptance No.15-0529.15 issued to Visim Egmst n Limited fortheir "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13f15, expiring on09130119. 4. Notice ofAc mptance No-16-0712.02 issued. to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and IAlghter Shades (Non -White) Rigid PVC Exterior Extrusions for'RV'indows and Doors" dated OWr15/16, eqiriag on 02104121. 5. Notice of Acceptance No-16-0712.04 issued to ENERGI Fenestration Solutims USA, Inc. for their "'Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Viluhdows and Doors" dated 0911916, expiring on 04116)20. 6. Notice ofAmq*kaac No- I"71.2.03 issued to EIaiERGI Fenestration Sohitimrs USA, Inc. for their `fie Rigid PVC Exterior Extrusions for Windows and Doors" dated 0940117, atpinaog on.0212WI8. 7. Test reports No(s). 104W-792(Al 1"&MO527, 535753-09, per ASTNIE-84, ASIM 1929 and ASTMD-635, issued by EXOVA toV'isionExtruszion for cellulosic eohhrposstte material (Su,bmnted under 11r0.4 AA& 11-01 AT 04) 8. Notice ofAcceptamce N'o.14-0916.11 issued to Kurmay America., Inc. for their "Sen."-Glast (Clear and White) Interrlayer", eatpu* on 07AWI 8. 9. Notre of Acceptance No.16-1117.01 issued to Kwaray America, Inc_ for their. Tresiifelt Ulf aciear, Clear and Color PN'B InterlayeW, a tpuing an 07108f19. F. STATEWNTS 1. Statement letter ofconfomremce withFBC-3$Edition (2,014) and FBC-6&Edition (2017), issued by manuuf2du rm dated 09/14/17. signed & sealed by LyrmNHkr, P.E. 2. Statement letter of no financial interest, dated 0411847, issued by manufacturer. signed & sealed by Lynn MtRa, P.E.- 3. Letter of tab comophaam part of the above test reports. 4. RER. Test Proposal No.17-0397, dated 05/05/17, stood by Ishaq Ghxuda, P.IL G. OTHER 1_ Notice of'Acceptance No.1-54210.01, issued to PGT Indulstxies,far•their Series "557012770" Vinyl Sliding Glass Door (Reinforced) - LML", g on 04/14121. E -3 i z kf n-�- I*aq.L Ciaads, P.E. Product Contra] Unit saperrisar NOA, No. 214109.03 Expiration Date: April 14, 2026 .JlpprovslDate: 1llarei 26,2011 N N Cn N —Cu N U O O Q O C CU 'a 2 .� V O on _N CO 00 N C O LL Co O Co " O CD > E O O L P- CU 40- CCb<C IS a_ u I Ii ri Tr r V -?r O�o •�- ch a .-- mo N ca LL Z CL NNO M O V c NY a) m `J Cl) c �Q Q s ro a) U N �.> .) MLA E C 00 >� �W L� E Cn C) L 0 Q L U O CD Cn L) ( ■ ■ MCS ■ --C) 0 w a CU z � Z Q n. SHEET NO. PA 1.3 - ! I - I I - I I __ I Z Ill.' I I Ll IECO fi.c\�, TILLIT TESTING G ENGINIEEAING COMPANY - --I--- - WATTRR A. TILLM M, F.S. - __ ­%'C��r.'.C_ FIL C & LO.-M,11I PRODUCT EVALUATION REPORT REPORT NO.: 20-0720.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Parels PRODUCT NAME: 20 GAGE GALVANIZED STEFI STORM PANEL MANUFACTURER: Olobal-PIQtactilign Produrts LLC. 4800 S.W. 51 Stree, Davie, Flonda33314 1, RURPOSE OF EVALUATfON: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E, (System ID # 1906) to the Global Protection Products, LLC, Rule ChaptOBr No. 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation. This pmducl is being Issued an Evaluation Report as described heroin, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code Thig Product Evaluation Report shall be subject to review arid revision In case of a Building Code c"nge that may affect its limitations and conditions 2 �EVIDENCE_S_UUJAITTED; 2-1, PRQDVCT EVALUATION DOCUMENT (RE.D.). Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thrU, 26 of 26 prepared by Tilteco, Inc.; signed and scaled by Walter A. Tillit, Jr., P. E.; dated 0712812020. This drawl ng Is an integral part o "M-Ris"', Evaluation Report. 0o"'R A. �j4 %i�I 01 \'i- � ,,, I�� ........ / ,>, 10, e__ 4"-!� -`mfv "....v", ___S4 - I" V se ..�? i . - ::�t�_;,__��_ - --.I- ' NO 44167 ` - ' ' 7 jr, - * ` * � ,W : I : -k ___­ IS �.. ". ­ - - : -YO-HI, �p .. ­ r: _� ..,Z� " - 11� I 0" A . 1." ��'-.. 4()p 10 �, .., , , ..2 1 "" e,� , .. . , ,I�,M7 �O 6 I X 6355 N.W. 36th Street, Suire305, Miami, Florida 33166 - Phone: (305) 871-1530 -1`k�NiO6 ERQWCMKVAJMUA11ONSEr0XXA�JLL 2 2-1 TEST REPORTS: Large missile rnpacl and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inn., Reports # 96-569 dated 08/09/1996, #96-570 dated 0911811996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1098 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaospada, P.E. and Henry Hattem, P.E_ Tensile test report No. 9CM-1 97 by QC Metallurgical. Inc.. dated March 13, 2009, signed and sealod by Frank Grate. P.E 2.3. STRUCTURAL ENGINEERING CAL-CULATION-5; On 20 Gage Galvanized Steel Storm Panel for maximum panial length vs. design wind load, as well as maxitnum anchor spacing vs. design wind load and panel length based on rat�onal and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc-, dated 11/03/08 and 03/12/15, signed arid scaled by Walter A. Tillit, Jr., P.E. "M $$ILE IMPACT RESISTANCE; Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. MND LOADS RE51S.TANCE 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressires. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D-), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D-), drawing No. 20-176, 5, INSTALLATOW'. Installation shalt be performed strictly in accordance with details indicated on sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8, 14, 16, 26 and 26 of 26, of Product Evaluation Document (P. E. D.), drawing No. 20-176. 'oo011EtIFF", "o ?, k T14�1'% .'IN" �x .......... ; ,,,, O'k� - ,,��, ' , , ` . .�, 4XA��-.' \),r,EN8j ..... ��. ,.' IF - ' 1� �, ' - D � ; �--441 6 7 '. F, ::_ _:_ - : * T 77',� ­�� * I = ,� __1 ' - - I/ lk .,q:.. STATE OF ...'s f , " . A, �, " - - 1_11,,0XF:,... toRlID -_,\1$_�._`i' . . I, . . CS �, 5�9 ... ... \N \, ",,OT,, /o '' I� , .......... N A �- o%" 11111oll", . I �__­ GENERAL N : 0 3) IN CASE THAI ME CAST SIONE. UR PRECAST CONCRETE PAWLS, STUCCO OR WOOD BOARDS BE FOUND ON THE I OKO-M.=�9WAMLWAIZM-XnZL-AMM PAI EXISTING WAII, ANCHORS SHALL BE IONIC ENOUGH TO REACH THE MAJN STRUCTURE BEHIND SUCH PANELS 1 7,TOIPU PANEL SHOWIN ON THIS PRODUCT EVALQAT)ON ODCUMEN'T (P.E.D.) HAS BEEN VERIPIED FOR COMPLIANCE IN ANCHORAGE SHALL OF AS MENtOMED IN 8 1) AND IN 91) ACCORDANCE WFTH THE 2020 (111, EDITION) Or �( r1O$ftGA OU"ING COD[ (C) To 11511&�L BOX � NON` 1ftQrr_0&Wy"_m 0 55 MPL �. DESIGN "No LOADS SHALL of OF TERMINED AS PER SECr?ON 1620 Of THE ABOVE MEN TIONED MO[. - 1/4-0 TAPCON ANCTIORS. AS MAINUFACIIJAIED BY I ION. BULDE"' 'W '09 A WIND SPEED AS RCOUI D BY THE JURISDICTOOH WHERE THESE SHUTTERS MU RE INSTALLED AND - #14_10 PARELMATE FEMJOLIE ID AND PAKLMAITI PLUS ANCHORS, AS MANILRACIURED NY ELCO CONSTRUCTOGN PRODUCTS HE FOR A DIRIECTIONALM FACTOR .d.085 LISM ASCE 7-16 AND SHAIL NOT EXCEED THE MAXIMUM (KSD,) 1/4-0 LAC SCRE10fS PER NO S� DES" PRESSURE RATINGS OOCATED ON SHEETS 7 1HRU 12, 14, 15, 16. 19 A, 20 - 7/16'0 , 5/8' WOOD BUSHING. AS DISTRIBUTED ITY ALL POINT SCREW. 13OLT A SPECWTY CO N ORDER 10 VERIFY THE ABOVE CONDITI L&TIMATIF DESIGN WIND LOADS (IFTEDIFUNMED Pot ASCE 7-16 C 1) MF�M FHRI�ADEO PENETRATION WTO WOOD OF TAFOCON ANCHORS SHALL HE I 1/2' ANG 2' FOR ELCO PAREIRATL `LQ5 SHALL BE TOM REDUCED TO A S 0 DEWN WIND LOADS IFY MULTIPLYING THEM BY 0 6 IN ORDER TO AND PANELMAIAE FINALE 10 THE, COMPARE I W/ 6AN (A S 0) DESIGN PRESSURE RATINGS INDICATED CFO SHEETS 7 rHRU 12. 14. 15, 16, 19 At 20 C 7) UNNALM THREADED PENETRATION Of LAC SCREW. INTO THE WOOID FRAME UNIT SHALL BE 1 112' MD THIRFADEn M ORDER TO "" THAT ANCHORS ON THIS PIED AS TESTED WERE NOT OVER SMSSEI). A 331 WCAEASE N ALLOWABLE PENETRATION MID STUCCO SHALL Of CONVOCRED AS PART OF THE REWRIED nIREADED PENETRATION STRESS FOR WR40 iOADS WAS ML USED IN THEIR ANALYSIS FA$nNMS SPACING TO WOOD HAS OFFER DETERMINED IN ACCORDANCE MTN FTO.S, 2015 C 3) MINIMUM FIXIF DISTANCE Of LAC SCREWS. INTO WOOD SHALL Fit AS INDICATED IN THIS DRAWING STORM PANEL'S ADEOUACY FOR IMPACT AND WiNO RESISTIANCE HAS DUN VLRIFXD IN ACCORDANCE WITH SECTION 1526 Of THE ABOVE MENTIONED CODE AS PER NUOIRWASE ININGINTEFING A TESTING INC REPORTS 96-569, 2115-570 0 96-T30 AND C 4) MINSIMUM PENETRATION Of WOOD RUSHING SHALL BE 5/41' 1/4- 0-20 SICNOWS USED SkX� BE 1 112- LONG MR41MUM FENESTRATION TESI"G LAO OK. , REPORTS f2O32 & 02126 , AS PROTOCOLS TAS 201, TAS-202 AND TAS-203 SHOULD STUCCO EXIST. AND 1* MINIMUM FOR WALLS ATTH 40 STUCCO AS WELL AS AMERICAN TEST LAB Of SOUTH FLORIDA REPORT #021901-09. AS PER PAS 201. TAS 202 AND OAS 203 STANDARDS. C 5) A CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANELS. STUCCO OF oUOO BOARDS BE FOUND ON THE EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH I REACH THE MAN STRUCTURE (101440 SUCH PAWLS, 2 ALL ALUMINUM EXTRUSIONS TO BE 0063-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SEE SHEET 2 ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) A C 4) 3 ALL ALLWINUM SHEET METAL USED At CLOSURES SMA HAVE 3tD5-HI4 ALLDY (0) ANCHORS SHMOU. BE VISTAILLED POLLOWINC ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MARMUFACTURFI, 4 ALL SrEIEL SHEET METAL PAWLS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTV A-653 GRADE 50 WHOULA. G-60 8 PANFLS WY ALSO BE NSTAGUED HORTZOWALLY FOLLOWING *RSIALLATION DILTOULS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 GALVANIZED STM DIESIGNATTON W/r`F- 38 5 Ow,, (AFTER ROLLED). THROWN 6) EXCEPT THAI MEADERST&CD SHALL NOT BE USED 5 ALL SCREWS TO SIF STAINLESS STEEL 304 OR 316 AIS4 SERIES OR COPROSIC1, RESISTANT COATED CARBON STEEL AS PER 9 i7 SHALL HE THE RESPONSIBILITY OF THE CONTRACTOR TO VFWY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 10 HE " 50018 W (TING CODE NO! YIELD STRENGTH AND 90 kFd TENSILE STRENGTH A, SHALL COMMY W/ FLORIDA RTI ATIACTICID TO NSURE PROPER ANCHORAM THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRM. BLOCK OR WOOD FRAME 2411�350 SECTION 3A " D,.M & BOLITS TO BE AS7M A-307 GAILVANIZICID STEEL. OR ArS, 304 SERIES SIANIUSS STEEL, WITH 36 Ouk MINIMUM `TELO STRENGTH. 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER fr-8 THROUGH 12*-4'. AS PER SECTIONS 6. B. 9 & TO AND ALTERNATIVES ITIN. 9W AT EIAN ON SHIFETS 3 . IS 0 12 RESPECTIMELY; SHALL HAV1 A LEGIBLE AND REACILY VISIBLE MARKINC WSTRUCTNOS OWNER OR 7 AN04M TO WALL SHALL BE AS FOLLOWS: TENANT TO SECURE PANELS WITH APIPIrARUE REINFORCEMENT DURING PERIODS Of HURRICANE WARNING. i (A) T9_GfiSaNikfQW2lg_QQNQKX It. THE INSTALLATION CONTRACTOR IS TO SEAL/CAUUK ALL SHUTTER COMPONENT EDGES W41CH REMAIN IN CONT1411JOUS CONTACT WI - I/ -0 TAPODIN ANCHORS AS MN"AC"ED BY I.T.0, BFULOFX. INC (Mo. V­3;92 p A. I THE OUKDWG TO PREVENT WPQ/RAJN INTRUSION. - VOI! OF . 1/1' CALX-IN ANCHORS. AS MANUFACTURED BY DEWAOLT W (MIN r­3000 p., I) 1/4*0 SOUD-SEY ANCHORS. AS DISMSVTED BY ALL POINT SCREW, BOLT 6 SPECIALTY CO 12. STORM PANEL WSTAILLAtION SHALL COMPLY WITH SPECS INDICATED ft THIS DRAWING PLUS ANY OUK44NG MO ZONONC REGULATIONS f%3/4' (NATO. .3000 II PROVIDED ITY THE JURISDICTION W14M PERMIT IS APPLIED TO - 014-10.1"ANEWAFF ITINALE L, & PAINumATE PLUS ANCHORS. As umufAcrutin BY ELCO CONSTRUCTION PRODUCTS 13 (,) INS PRODUCT EVALUATION DOCUMENT (P F D,) PREPARED BY THIS IEN�UFR 13 GEWMC AND DOES NOT PRUADE $1V1DRMAION ­ (MIN 11 33M III,,) FOR A SITE SKCIFOC PROJECT; .9 WHERE Ill( SITE CONDITIONS DEVIATE FROM THE RED - 1/4'0 Or TZ-GRIP ANCHORS. AS MANUFACTURED By IRU-FAST CORPORATION (rc-3600 9 III I (b) CONTRACTOR TO BE FICSFORPau FOR TO* SILLEC"ON. PURCHASE AND .WALLAT" INCLUDI LIFE SAI OF THIS PRODUCT A 1) MOUNIMIUM EMW,OME.41 OF TAPCO. ANCHORS INTO POURED CONCRETE SHALL BE 1 3/6-. 2- FOR PANIELMATE FUNATE BASED ON THIS PED PROVIDED Ot/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETARLED ON TOTIS DOCUMENT Q AND PANEMALTE PLUS AND 1 1/4" FOR COF TAP-GRIFT ANCHORS CONSTRUCTION SAFETY AT SITE IS INC CONTRACTOR'S RESPONSIBILITY 47) CALK -IN A. 9UUD-So ANCHORS SHALL HE EIMIRIA"D 7/8- INTO THE POURED CONCRETE W CUBEOMM INTO (,) 7HOS PRODUCT EVALUATION DOCUMENT WILL Or CONSIDERED INVALK) IF MODIFIED. STUCCO SHALL Of PERMITTED 1/4* 0-20 %CA[WS USED 514ALL 13E 1 1/2' LONG MIMMUM WHOJILD `TrtJCCD EXIST, ND " MO UM FOA WALLS WITH NO STUCCO. ANO MAY BE HEM" SCRIPTS OR ALI. THREADED SCREWS W/O HEAD, (d) SRE SPECIFIC PROJECTS SHALL 81 PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WCH WILL BECOME TO* BUT WITH wm NUTTS ENGINEER or nECoRD (r o R R IHI IWXXCT MO WHO WILL BE R11,PONSIBUIL 'OR THE &�? NJ PROPER USE OF THE P ED WER Of RECORD. ACTING AS A DELEGATED FROGNEER TO THE A 3) N CASE THAT PRECAST STI PRECAST CO"CRE7E PANELS, PAVERS. 571,CCO OR WOOD BOARDS BE FOUND ON 'HE FIX 0 ENGNEER. SHALL S~ TO THIS Ukrt' THE SITE SPECIFIC DOAWNCS FOR INVIEW EXISTING WAILL OR FLOI ANCHORS SHALL 91 LONG THOUGH TO REACH THE MUM STRUCTURE BEHIND SUCH PAN" ANCHORAGE SHALL BE AS MENTIONED IN A 1) AND OR A 2) (o) THIS PEM SHALL OEM 14 DATE AND ORIGINAL SEAL AM %OGNATURE OF WE PROFESSIONAL ENGINEER OF RECORD THAI FIFIEPARED IT TO TING CONCRETE ROQU 111111 I . (a) ! IL/145 TAPOOR ANCHORS AS MANWACILIFIED By I I OF OLOLDEX. INC 14 SHUTTER M�FACTU"'S LAKI SHALL 81 LOCATED ON A READILY VISIBLE LOCATION At STORM PAWL SHUTTER IN ACCORDANCE WM SECTION I 7DQ.Q 3 OF fWMVA 9ULDM CODE. ONE LABM .- : - I/ / - C06LK-W ANCHORS. AS MANUFACTURE]) BY DEWALT INC (MIN I'- 1500 p ­ ) SHALL Of PLACED FOR EVERY OPENING LABELING TO CODMPT,� WITH SECTION 17M 9 2 OF THE , ";�R) - I . /. OF X ,4' -SET ANCHORS, AS OWMUTED By ALL POINT SCREW. FIDILT 4 SPECIALTY CO FLORIDA BUILDINOU COFIE (ON --7-I I am P . - ) THIS OPAINING SHALL OWY BE R& TO "F­ - #14- , PANIELMATE FEMAII, ID AND PANCLUATE PLUS ANCHORS. AS MANUFACTURED ST ILCO CONSTRUCTION I OETIAIN PERMITS N THE STATE OF RDROA 1 ,PRODUCTS (" V�-207 I P.J) 'o,000HONA, % TAP TRU-FAST azz /4' OF OF -GRIP ANCHORS. AS MMUFACtURFD By CORPORATION ,0A1\tF. . !", 0 \; _', ....... . . . . . ,;. ..!� 10�&V. - ' - " FLORIDA BUILDING CODE (High V.I..Ryy HIM, ­P. Zone) 8 1) MINVOLOU EMBEOWN! Of TAPCON MCNOFM. ELCO PANELMATES MO Cr PAP -GRIP ANCHOR, INTO THE GOI - - I 'A . ' - - , \C \_ , _4L . BLOCK UNIT SHALL BE 1 1/4- " " .. � % .- FL_ - 2D GALGIE GALVANIZED STEEL STORM PANEL .. NO. 4 167 ` = .AZ OFF -.--.-.--.--- 02) CALK -IN & SOUD-SE7 ANCHORS SHALL AE EMBEDDED 7/a- INTO THE CONCRETE BLOCK UW NO CM � _ ,.1 . i X GLOBAL PROTE "/"/� , , INTO STUCCO SHALL BE PERMITTFID 1/4' 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOvi ' EXIST. AND J� MINIMUM FOR WALLS WITH 40 STUCCO - _O` _� IILIEC07� CTION PRODUCTS. U.C. 1P9 SEAT OF ------- ( � �p.. ,- - IN 11 Yme"In T'�_ ' 'LLOT TiFfNed PoL. I WI. 20-176 0�" - 'I OR ` - - - - - — , ... `NoN1_ TWOMM"I F. (-)M -,= -11­ , ol" I ,,, .. " " Ss" - , M - ­­ � - , . "itAPF - - - ,= ",�,7"I/oN �* S"..."......"OL'o., �.i — I - In. I — A 1,1E, I i - W= &I 14 , 9LUNN .lOo . 1, I , I I I I I � I .111 � - - . - - IIHrET. a niamm Ei) f-E. ""n""' ILD r-11-r. 7, 1"wl�l . - � NI - I ­- �l .. .- i � : i ; , I IXIXOTT/:�11. - EXISTING 0-1 E CONCRETE OR CONCRETE KM INFOUIRMIL __ - __ __ __-, __ - INSTA LATION DETAILS FOR-REGIU R PANELS(l) A 3A INTO EXISTING TOURED Q (SEE scNEoULL ce, � ANDIM S-EM a FNACXA�H 1) (M �=am 1) WONT, 4 -CO.- - CONCROT, �� '. .. — J4 L..Sl�,Epw� F" LoULL ON 1­1 't�. .� FC4 ST., , I-OVREC_ 1. I 3ROFF11 6 THRoLm - . . � � A CONCRETE ." I MW - - .. - /2. -7 I Lsi2 er I I 1 7 /2. 1/4 . - r - __ I-- w Pee :1� �'11 f -FiriliI _�� * " I - , _i� I : I ! . - _A_A� I � I J - /4" 74011 - - i 7 , �'_4 : �@ Z I : ; i � : I W" 1 _(i) 6 -1 TOP %L-. I NOW : : I � =11 -11 I I � - ; k I ; I I --,@ 0 : I ti : I Q; : I I 1 @ , - W:Nx., I i . . I I fore, " OF " 'p- .0 �_ I I I a ; _\11X111\1\\\\1+\X\1 � I �� _­ Odom ARM co.o.11"t AkTHM i q on M = $OHM= a OP.Gafto ./ ow- liked. (W ..'roucil on I" It 1HROL9. $1 WALL MOUNTIN SECTION I I-Ir , ­ : k 2? EXISTING POWURM � �g , I - � �� : 1 � �, , I I Wwr. : 9 I FWAY - IF : I - (D � J I BA : I I I, ,/2' .c I I � , �. - M I -10 - 1 5 0.0""I - I 10 suft : I - _�&____ . I., - i 11 -­ -.-- I � . i � i 6 I I iPON, I I 1 I I 4- ixl�. �__ W."" . " i varOm-OF I 2 1/2' oc F1 I 12,/r ox. ;, E.D "'SIONG POURED I i I CONCRETE CA CONCRFIT BLOCK �� 11111�_ . '��,'��: _L . I L � REQUIND ,/, , ,.- I 4 W . - _'. ..L -ED I It. C-I"'M R.Com I �, C4, V-1,G)LUE O� I - . . " ­ ##- - � , 11 - �_ - L r.", ** `_._� ..,.,)�.-/V IZ-FT ZI � OF 6 I E Of V � W . i :_ . CM a voloLo. 9) TiTtrrts a tHAoUcH 0) . a venaw 0) Cwmg_A&Tr_,L(00�� TINQ ALTERNATE BUILD OUT MOUNTING ON 2 ft""dS&"3 SECTQN-4 W^L 3,II- , SCALE 3I.- I, "', �'­ � -Igvr. I I I A .. , -TI`iti slio" . EA - EDGE DISTAINC (SEE SCHEDULE I SHEETS 5 It :�)-111 "Q1L__EQ9_QO9AbAnQN_jDL_SL� 11QN.5 ,I.$, .......... TOP Ok BOTTOM MOUNIINGS CAN HE I I TER A :'. T/1"`1,,, �,, � COMBINED IN ANY WAY TO SUIT ANY INSTALLATION _4� . . . �/ , " ,,` "I I/ w� I . �� - . "Is',,. _-.�? S� .. - FLORIDA BUILDING CODE (High V.1.0ty HUT come Zone : * : . 7 t S = _,K) 'Eteco. Nc. 20 GAGE GALVANIZED STEEL STORM PANEL "I : _:��-. * : TATE 01- .': *1 '__"� MY --.------ - - P/N/- Q.. I ,l,' " . - X 1 _41`��­ .�_ -- - On ID1, - _ / I L E = 9 �,�. GLDBAL PROTECTION PRODUCTS, LLC. - S.. 11 sreff, 50Y _ ___ =--.- ENKUNE­ - 20-176 - �.... i;� � f,6,,;j, .NAE_ I -1. PHONE (11,1")WOR-1w. 1. (M.)�-I , AL 00.1111.117ir ,O,AL/+,.P.n0W - , '-.;I-,- -,-,."," "' OOMPONO . I _T_ H:1 - - ON 14 - - I � 1 - Wer, - o, ,I. 'low - , 'i, " I F% ,', - , 110101), E&QDUC1_EYAI1,UALn0tfJUEJ!QXJ_N0 24,072= � 6-M&TVIALCMRAQUORISTICS AND SPECIFICATION . Shall be strictly in accordance with General Notes ,and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176. 7- LIMITATROMNSAND-C-ONPITIQNS OF V - , __ _3L 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26. as well as General Notes # 1 thru 4 and I I thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P. E.D.). drawing No. 20-176 prepared by Tlltaccl, Inc. and signed and sealed by Walter A. Tillit, Jr.. P.E. T2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillil, Jr.. P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719), "oll'OEMIl"', ,"%' 9, A T14 4 'N, "'o AI�,.,..: - I I ' // l!", . !'�; ' " X ..' , se , . 1-1 .*,X.. \CEN -!';�'� 'S, � , , . .1 . - __ . rl�__.,=_� .44167 '- , == I 1-* ; �, .*= - 1. * , = .." -% STATEN ..`,QFF --Pt V4:'.. ,`ZOqv31 --,z�.$ w. , e... ... , " L9 .. 1�� , ,,,,, S/O,N­4­�� ", '11I,041,1111o0k,11111 WAT)U D O TILTECO ADMON RECORDS I P. E. RCPORT-20 kGLOAAL PROTECTION PRODUCTS, LLC � 20 GAGE GALVANIZED $TELL STCORIOI PANEL\OF1O,YG 920-1?15�REPIORTI112"728.01 ::-=�\ I I Ll r=c, OF (::� TILLIT TESTING S ENGINEERING COMPANY WALTER A. TILLIT, M, 11I olteoug"I.Cours PRODUCTEVALU ALTIO-NAMFORT I L III, TP lAmax, No 44167 O,.A LIPI �)0019 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT sUB-CATEGORY.- Storm Panels PRODUCINAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: QIQWLPrQteCU01I_FTOdu0% LLC ,1800 S.W. 51 Street Davie, Florida 33314 1. RL1RPQWQF_._LVA1MATIQ& This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC1 Rule Chapter No, 61 G20-3, Method 1 D of the Florida Department of BusInes3 and Professional Regulation. This product Is being Issued an Evaluation Report as described herein. and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision it) Case of a Building Code change that may affect its limitations and conditions 2. EVIQIENIC�BMITTF.D.. 2A-...RRODUC-T-E-VALUATCQN-D-QCUMENT (P.E.D.): Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc. ' signed and sealed by Walter A. Tillit. Jr., P.E.; dated 07/27/2020. This drawing is an integ,k*�Vit Evaluation Report. " . �, ?is')p I VT " -\Ti, . '1/,�.1,,,,. ,,, II,V ..... .... I ,� ..,. VS ,,, �_ 4-&,� " _\�ENS, I. �) , I . _V I- --.. 1�_ - , ", � . , `� I . . � . I - - �etb,�, . 7 , ,*� * :*= - . Z - , , - STATE F , - Z / / %-,a*. ' '. -`,�,; Z 11� - lr� .... I- - '. , r 'i'1141&"A . .. Ont ... .. � ..... 6355 NX 36th Street, Suite 305, Miami, Florida 33166 - Phonme: (305) 871- - 1"'0101011 ....... , 1-1531 GULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-I-) ---15.IW (TOTAL TRUTH)- - - 15-11W (MAL WIDTH)- - - - ----- -I --12.500F (UMCTK "Mi . - , --I II F 2 1/4'- 1 .- I i I---- ­ _42w__ - -1 I /'\ � 1.3W BLOW MIN. IN= I.,,1,. .- ' - . - Lfa,F I i ' " - - � I �Oly` KVNIM I - - \ a ! IBM - T '�' \ ' - NON A-41101 I " ' ' _@ 2.-� ___ - ' - � _' EMW M . , � i - i. I I I A , k- I 8.03111" 111411011: .. / , �@ \ OIKK so , 1� I 2.467' 0-40 4XV. / - 2.657, otw� vm UK a', � I / I \1 am 2 1 1 TYP AM A-M �.I­ M. , '�J ' I I own so "mum MAL J � ' HEMMED PLUIAL _,,� IrE , � ... A 1 48* 0-1110 GAILY, �JIBETAILECCE I _ 411Jr I i ---- * - - - - - - - ------ ) -AO. 1, . I _. __ ) __4."O"__ - - 1 �350" (D SION PANEL a END STORM PANIEL .__1 :;t .. - 2.157*- 1 - I- 3V 2.1or - RAN"* ,no -, ""',­," ­_ 7 - .125' 1/4-tt-20. . -1-M-T L K 11, ,no ; .1100 .- .71101 '/.-.-20. .. __ J - 3 , W/ HEMMED War J - -.100' It CIL 1 250* - 1 I . - . 1 30. STORES IOU JKHF 110am .M, Q I llp I , SS STUO NOVI, S3. 9M WI _. - I ... ­ I _r_1 , To �L 0 TOO I *.&w 0 1 '7 12 n/ 04, AMU 0 R,, -1 , M *0.08, .too*$ I ­1 :2 % - Ir - 44 __ D ­ - ,�:6, , 7 q, in, '. - f 1� 3.375* " , *103, b'� . 2.411 Xr __.__J 1.0� J _4:_.-1' � I I , I - 163, - 3 2.. I 0a, .939. 1 1� : .930, . , . // 65111- 1 ADIA: - i L - . 16!' HIEMMIR, _ - ' -M.- I __ limi- I L_._____....-.s- MOML - I,, 1125* I - L,,w- I - 1��.� I ISOMETRIC VIEW DETAIL A �� L . - - 2 DOOR 'a' - ,� ,/ ow - .-�' FICUNDED CORNER O ENDS OF PANEL'S FOR. END UP W/ HEMMED EDGE (NITS) 02 PIT- HEADER (� "U" HEADE (�) ANGLE (I�Al ANGLE WITH STUD # ANGLE WITH ----I oub" REVERS .SM , 1111 W. 1/14 At -14 374- . - = _F­_ . - � TOP EDGE - 096' .1-11 OFI - 750' - - JW Of PAWL I ow. - , Ba, - 510' I 121I* -20, X4 SERIES yrn � `; 12 1/2 ; - I f " i,�� - OC ' - & WUD M To 0 - PA25* V_ - � - - I I I I , 67 1 . - , : . : . I � , - � _ V..4'0 1. 375, r I 2'C '58 ". .11 1. I ' I L_ - - _�� , I ��4r I f%� , �0., I i �i& I Opr _� 012L ! JU*0 .OLL FOR . . JII . i . - 0"" � 1 750, PANEL OVERLAP L�W_l I I - __FE imao f ! � I FORITtTLOCATION AT t - ak �m, I I _t L_ - Lt - I . . - rTYP) ' I I - 2.0I i 084' 746o- (�) KEY N= WASHER C .i25 0 3 i Mr (�) "F' TRACK ANGLE (�� VS- *F* TRACK Cr ) FLAT PLATE I 0 036- ("' ) .. AW 4#4 WIIH STU i GALVANIZED STEEL . _ _, .%410 ............. - w. 15- I_kAG __. .0 i A: TIQ;;s", i I 1 ,.�r_ E'N* *S" ' - - -!'�'\ ,,111'. I SA-0 I AP;1"' - I * * , ... s - I i . . - --t l 3W - .11 . I -f : - ,X I . No,44167 '. �R I � .. 0 :*i ; .,- , *: * . - FLORIDA BUILDING CODE (High velocity Hur [Co.* Zone), .- — __ Z � . ,D,3.� TYF`� 110T,ON, - ... �1 - , I J'ArC MOI STATE OF .:- � ."LO). - - - L, Tro WIND NUT to% OF IANUL t� -$ .. . 20 GAGE GALVANIZED STEEL STORM PAWCL L_ L 2S.- ,18; - I"t a R ml". - - . * �, .1 11 751' * KEY HOLE -1 0i " - - �, --- —_ .L: OF, - 2.000" - Rik 11 '111"es, ­­.- LLC. 0,/n ,Iog, ic \ GLOBAL PROTECTION PRODUCTS. ­E ­,,'J'0,.,(�­ /T1_L R C One. ____ � CS) 2-X7"X I /4" "FARATIVOL" 'M TOANC .VT OFIOU! 10I.H., . - - 1. 51 S"W TOLUT tttft" i-.ZZU-�--F.' ... I -1. 20-06 ALUMINUM ANGLE VoNoUP.0 _SWK OT/ Amiroto, .. - P, - - - _. ­ P,ION11. (.S."-� r. (WHIRKNO ", - 7/5'*-3/32' WASHITA ESIAINUESS __ VIL KAZMWJUWAMTE CON) .��=,." (PNO .1-1.1 H4- --= pN . I - - — .., .rF, 0. IstOd, P-0 STrro _PFA A 14JUT I. 11 - ___ __ FuRaN 11 I i i __ POETTY 2 Pr NO --- __ - - - ____ -------- INSTALLATION DETAILS FOR REGULAR PANELSCI) & a M _QMM DUAILS FOR WAUATION IN PNO -MMIL INTO EXISTING POURED CONCRE E OR CONCRETE BLOCK STRUCTURES CONUCE BLOCK OR WOOD " CAU,­ OR ,ANFI-1c =P. ,/.N__v.' ". VAUD MR- _FE%LA&_UEE_ WM AQ--E-Z K" M PANEUMATE ,W$ ON C, CONCRETE: ANCHODA'S . , " 'k "`�� , 4" SCHEDULE ON SHOW a a 9) (SEE SCHEDULE - I M"1Z(*11T-1ff -11 sterrYS a '40" 4) 1- _,---_Ni'-, - 11) I '. - I ! W. , L 0 I - '� 1� I I/ I /2, : - � NON, .* 'i I I . �_ � . ,, � I : Ii - � I I I =P"W i E ). (�>__ X-0 I mal=__% - � F J, �_ �n no~ I A_ (1) I I ,,= - i L_Z.4 I "� , - -4 0 ­ - I I I Z I .. -I j =41 S I ! I IF I. I = � IT I 11_4�N , ,11 i � LKSTING POLIFIED i i : 3 ,/r I - _T Ll �111 CONCRETE OR � X1, , ; i I I : T CONCRETE BLOC - , I- IF ., Vw) T I i 8 REOLURED I I 6 r - II I L-1 . - - - - _J I � CASE (3). e? eno! -. I A -(ELAN) . . _ I I i Y" , IN". 0 = �� __­� ,I- I - --- ,-V�-- - - I SCALE 3/,6.I- - - .X =4---- I I -_ --I' ­ I 11 .4 CASE B (PLAN) 1 I �� .. i- 5 ____4 : � 11.1�11` � SCALE 3/16-1� , I PROUNOTH 0 - I I I 1/1' .- - - _! *41" to- .c. I i i "'- - A i�r.yr - . �A � - . - OWGT_ 0 -1 ­ IPI 1-1 .1X '" I I I NOT .."11"MA. I I 1 L.- , 0 a ; ti I 11 - =41-.M. =-1y".111 I 11 , '. I � I I I 4i:� - _1 . I 01 I _V - (J) I 10-0 i; 1'.1. -.1. .-. - - . I i i . - I ...... _." I I i - - P, /­ - . I ILI�\_ 1.1"ZI . a _- = I �,�O/, i 21 I WE : . - / ,\,T-l�� � ;_ 9,2,704 : ;1 I/.- - � I - I Ift. - - I \--/ .- .:7___= OWOK; POURED E 0. � OR i . - I CONCRETE BLOCK i I 4 I ML "I REQUIRED � _! . SCALA/ 1 ==Mpl I L. J � - ._J L 3/1..." � I CONCRETE BLOCK I.. I REOUIRIED "'. .­ ,OF. * III. �A__ amm. - V_ * ­ , — t - -_ I -� -I 3/4-- E R mv - =--r V= ., = ,.&%=-. � =r.01.=1r I I .�AITT AW�M 1, __ - I I-= -._�,�� - ... Ii, PLUS 00 OF TO -OW T ,a-"\-��\\-,�\\\\-�ll,��\11,�,�i (SEE SCHEOM ON I 11 � 0. (SIT WHMAUES oN - .. STEETS 8 "MUNN 0) SHEETS a a 1) WAyiMila (D.&A.) BUILD Qui 1. - - I 1 - - - I I I—, / 5 & 5 Im ­ 1. ""' — "_ - If SCALP 3/5-l' 1< ­,� il 76"' SCALE 3/8-,- � eom,� .0. � ­ - &==. . /, EDGE OF "IST.4 "NEW I*MDE IVAMES, 1/0* I E.O. - EDGE DISTANCE I 1. - OPE-NO, (SEE SCHEDULE ON I I r--O - 0 1 . I THICK ALUM WFIF ON I' . - SHEE_TS a 9 I . �'- -, A— NG / P I WOOD PIATE SPAM . NV A ) 3/16,1- � , � OF NM,EW,T, STUCCO 1 -,@ /-L,\ 1-1 I WOOD a" . " WIDE . TFARFIFS . '/A- I' ALUM. TUBE Olt I' . VARIES I NQTL� To romalmriON;: SECTIONS � �� � _E7 WOOD PLATE S EP I TOP & BOTTOM MOUNED CAN BE TKA�ATE S . ��D 6 C-AKETE — I COMBINED IN ANY WAY TO SUIT ANY " I .. ISLE �. - I INSTALLATION LL SCALE 3/16-,- T . 'IDLUE FOR OF ­"1 -Lvw SHEET" 'NOTGUFF, )r- � -LqACK ,,Iml I. I e 1 6 t A" -1 R A. T : !��/'!* J co,t I ........ %. - � . - ' EXISTM 7URED � ..... FLORIDA BUILDING CODE (High Y.1-ity PUP iconOF Zone) Po""` ,.�, - vIe,im J.- OF OR � � .��, S. CONCIOTTE OR " _..— - . . .- "'ITCo, - IM WHEvxt 1 Mi'. = y2. CONCRETE BLOC. , 1_­O`N"" _M Z : . -P a . IT 3 M.. REOUTWO -, - : No 44167 � 20 GAGE GALVANIZED STEEL STORM PANEL ..;� . I f . _____ x1l. SECTION X-X 2 *: * ,_ _- 1. X Z � SCALE 3/h., - Z �O*. ._p4nss�_ , GLOBAL PROTECTION PRODUCTS, LLC. "/"/' S� ATE - - - Z 11LIECO... Wt S -P ' _\ DETAIL FOR SPACERS REQUIRED AT TOP OR _,. �- 0,*.. "l DRI 1, - - "'ir"I '"Er T TO STUCCO/WOOD BANDS 0 TOLLP? murroNo a cooenTrOmme COWARY �. M31,I 11 FHGOI t_)i Timo. TAX r_)._­ 20-176 ,� rs" .. -I.- _­P-JtI= _Z=P 7I.11" � ......... / oFOwwKK; NO, ,,$%,, S/ NA17V- n1i 1 - 1 - �111111111' `­.L.". ,/%m,oURE,RWFT e"LIEN A. 'R , I - 11"Ori OFF" I ....." I ,0,.- , - O . I - � - ______ ___.________________,_ - - M RWRT NO,� X-0717M 2 2.2. TESTMFHORM Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609.12 of the Florida Building Code, Uniform static loads as per Section 1709-8.3. per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 081 4.01-01 dated 03/1 IfO2 witnessed by William R. Mermer. P.E.. Boriz Moro/, P.E. and Henry Hattem, P.E. and Report No. 0219,01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem. P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1 609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report NO. OCM-198 by OC Metallurgical, Inc.. dated March 13, 2009, sigred and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per CC Metallurgical Report No. 1 OKM-1318, dated December 1 201 0 signed and qo:laled by Jerry Jaciofano, P.E. as per ASTI E-8. 2.3. STRUCTURAILENOINEERING CAI-CULATIll 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 ratlonal and comparative analysis, and in accordance with section 1604 Of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 1211 8/10 and 08/27113 (for this revision), signed and sealed by Walter A. Tillit, Jr.. P.E. 3. -MISSILE IMPACTRMSTANCE: Large missile Impact under section 1609.1.2 of the Florida Building Code, as per � SSTD 12-99 Standard and TAS 201. 4, WIND LOADS REMTANCF .: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 1 1, 12 and 17 of 18 of Product Evaluation Document (P.E D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on shoots 5, (), 10, 11, 13 thra 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code Compliance 10 work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 'O,00%,11111111111", '0� �N� � 71Q;N, I ........ � , V `�".. . �, Lt., si.. L/ � I � ___. .Z._�_. \,\r,EN ..'�) I � Z - . . �, I '. " - -,-c=:- . I - :T -- -- .. it- - - ��_ _% o� 44 1 6 7 *- I - ' __ V : E. -21-Z 7�jj�_i * .: * E. _/ __., % -*.. STATE OF - S S. -3i .. " . 0 ... 1`7Z0Rl01.--` ,$� " �� , � , " . "' I " 19 ­­-­ "", "I S1 ... ­ %11 ONAL. 00%, I I" '110111 111"'Ito, _____j - 3' MAX - - " MIN D.M..(_`\.(�)-(�)+ . ` -- W 4 4,_,�,, (�) , (�) - (�), @ , ,@D D.M.,(&.@-(�)- _!; �_,___=,_ (�)- @ - (�)_ @ - '. � i : - , 1/4. MOUK. GAP 1/4. 2/4. 3/4, 4/4, 5/5, 7/5. IW/10, 2W/10. 3W/10, 4W/10, 5W/10. 6W/11 & 7W/11 ANCHOFT� FOR CONCRETE SEE SCHEDULE ON SHIM 9 III �- FOR WOOD SEE SECTIONS ON 5H" 10 AT 11 a 1, I * ------------------ ­­ T­11 )t,_-_,____ AS - rlT&-y 11- 0l___TA1_1_iI_,_16r___�0_'1 JERODUCt EVALLUATIOXIKEFORT-NO—M-0727.1l I I-AS-TALLAno- N; Installation shall be performed strictly in accordance with details indicated on shoots 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, 15, 1 6 and 18 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6. MATERIAL CHARACTEJMCS-AND-aPF,CLFICATIONS: Shall be Strictly in accordance with General Notes and Components indicated on sheet I and 2 of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicator] an sheet I Of 18, Of PrCI Evaluation Document (P.E.D.), drawing No. 20-175. 7.-LIMLTATI-QN$�.AW--GQNDITLQN5-Of UM 7.1. Shall bestrictly in compliance with General Notes No. 1 � 8 thru 14, indicated on sheet I of 18 of Product Evaluation Document (P.E D ), drawing No. 20-175 prepared by Tllteco. Inc. and signed and sealed by Walter A. Tillit, Jr, P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code 7.3- Product shall only be Installed into poured Concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tifteco, Inc. (Florida CA-000671 9). ,,�"!i'�'.-­­.----.,,,--,, , * , I EN .- , . III� ae -.�p ,--, *1"', , ' .. � C� I �-- *;- �41-57 *� I 7� 44 ��10_�,_Z,__-� * .: * �= WAI)Lt - . - / , w§$. L - 4F­o D1TILrlEC0ADMCNREC0ROSkP L.REPORT.201OLObALP4.k-i,,,4."J , GALVANIZED STEFt. STORM PANEL\ DI 0 20-1176', REPORT 02"72749. �,�,'-. ­ - .. Al . " e . 1ORID -� . I* 11111"'S8,11 .......... ,,, 61NXAC� _11 � - ___.. - __ --- - __ � I i 6/5 i � r MAX -rl* NK'l � - __ --------r--- I -1 � 1. III I � i � 2 TO � - 9 . "t4r 1 1 NELS 1111 1/"-2l1WI- - I i .1 W= .'/.- i ;_ . EA. ONS AS APMX.-ao I ; I I I I i t I � 6 i � I I � I . . - — I T 1*1/4. 2/4, 3/4, 4/4, 5/5, 7/5, IW/10. 2W/10. 3W/10. 4W/10, L 5W/10. 6W/11 & 7W/11 AKj,OR5 FOR C04CRETE SEE. SCHCDULE ON SHEETS 8 & 9 I OR WCOC Sit SECTIONS ON SHEETS I 0 & I I REQVLAR STO M PANELS Cf'.', A JX) ELEVATION NT� 2 a7* (MIN, OAJW -i PHout VNLLEY) ngrq M - : . N � 71I 'e- ... ,,�� EN ***'--' _(T` ........"', � ' ; / ' � Z : 1� - = r � Tir ATE QhL_ -: Tir C S . r-. FIT S ,.,C.. ATE I -P. , � o,-. lomt*'.� I I­ -1 X,r . ... ..... . I "NA",S) D N *41 0 . - ___ ;111 H.HoOrp - - . ----.. � I-— - � ___ ______ __ � - ______ IN.STNL J10N DETAILS FOR-REQULAR PANEL : J) & 4A INTO EXISTING POURED CONCRETE OR CONQ ,__RETE BLOCK STRUCTURES 0 RETE __90=60clm 'ArcoOK47 BLOCK 71.11=11MI7.1 MIRIAM I NIMBI I= Mc� I REWIRED, __ momm samou ON _1 - - r ( RIOULE 0. $9 0itut am am 0) 1�gl"*) FIRM 0) 0 1 & -_ _A I I r,4,7_1 I _��- � I ­ I I"" 1.11, , : I _CJ 1 Cj i ; 1 �z I ;;" I 1 I I I I i i t - � ! 7 1 I . I i I : I : r 0 1 1 9 k I �� I ­11 .. � I 11 I : : -0 I ,3 : � ` I - 11-3 , I I , , , , i I ��_ i I , ."I, I - i ; I i , il i � I 1 : I I - - V_"� 6/5 - 1/4' "a, TAP FLORIDA BUILDING CODE (High Velocity Hur icon* Zone - _. -, 20 GAGE GALVANIZED STEEL STORM PANEL 1. VANAP, Tim - �'� 07/n/- _*_: L ECO. CTM�117cc �- �__ GLOBAL PROTECTION PRODUCTS, LLC. b"t I � 2� \ ". " , A 4-P--el MON, .. - .. - WA - - m MMN ­MW - PAR --I - (-) X'7,w�, r�" I 'tOe" WON m 7 _W_. 20-176 OFAiF,VT . - - ount/off. 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FOR NEW VIM FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. all SPECIFIC DENSITY OF 0.43 OR Ii TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ��M aINA , r'- Aii I � _ 1 .11 �� I SECTION Y—Y ■ SOME 1/4--l• Rewa.a0 SCALE 1 .1 r�s��lwl• �a6>.u�srl��Ti` 11111111 1 111. E�M,bML � 6'tmR IIDIeNiNID wALL � mole 6NDuwTwe IYIT ! 1 A2M - TS'BIKUZ AW - ALTMOATM llw (SECTION AT TOP a CANNED TO 455.3-67.0 MAX. NAM I/e . I- A.S.O. DESGFI PRESSURE RATING) EOML• 1/e - 1' T M A M 1/r PA 1 M rM® 6 w 4AAw r F1rn N1M _- - ,K ag YdrMUN MSEALIATIDN - LMI^A1 AAW 60ML• Ile - 1' MAXIMUM A.S.D. 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N/A N/A e' s• e• r e• e• M/A M/A 3 (BoiroM) 6' N/A IN/A N/A r N/A 6• N/A S• N/A N/A N/A 7 (TOP) o• a N/A M/A 6' 6 e• e' 6' 6- N/A N/A 4 a 7 (BOTTOM) N/A N/A 12 1/2' 6 1/4' 1 12 1/2' 6 Ile 6 1/4' 6 1/4' 6 Ile 6 1/4• N/A N/A S (TOP/60TTOM) 60.% -63.3 N/A M/A 12 1/2- 6 1/4' 12 1/2' 4 Ile a 1/4• 6 1/4• 6 Ile 6 Ile N/A N/A 6 (TOP/9OTTOM) '-r TO 11'-2• 66.0, -72.0 N/A N/A 6 1/4• N/A 6 Ile N/A 6 1/4• 6 Ile 6 1/4' 6 1/4' N/A N/A 6 (TOP/BOTTOM) r-S• lD IV-2' N/A N/A N/A N/A N/A N/A N/A N/A a Ile 6 1/4" 6 Ile 6 Ile B. S. 10 (TOP) -48.0 6• a N/A N/A N/A N/A N/A N/A 6• 6• 6 1/4- 6 1/1• 6 (BOTTOM) tI'-1" OR LESS ffoR 6' A. N/A N/A N/A N/A N/A N/A 6' 6' 6 1/4• 6 1/C 9 (/OT TOM) LESS N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 I/4' 1 6 1/4' 6 1/{' 10 (BOTTOM) SEE STETS 10, It AND ,! FOR AMMIOM 71'PE A SMCa° FOR MONNAAO+S LINO 1M00 F11MS 63aMG D. VAN" ANCH" Spoom NM IMAM COM oSMAIM AK 010"M ON TM ECNOMS. FOR EA La YMM II90WO Coo SM MAE RMICE MOM SPOCNO IT MATPLY.S SMCMO OWN ON 2MMOO1 h' M FOUDIous FAM M. FOR Do OPENAI■N m K POSSMLL. MIDUCMD SFKM OKAPSD USM CACRO DPLL NOT K LESS IWO MSIUM IPWA OOKWIm FOR CAME MCHN IM AT AMM10115 LEDDO ,/•4 ,/4'i 1/1ti 1/4•. 1/4S t/4ti AIIIIO TIPS wmM ar w-ow o"-D _. aeao Ma Memo 0090 w 1 3 3 3 2 t/! 3 NAA■AM,.AM IFS 3 3 3 3 3 3 1/1 MAAINI NNiM.Y 3Ya 6�J = 3 3 3 ,/3 3 1/2 • 3 1p Ana EL 9 F A-0 10 R r 1m ,m - tm y ,/41-30n' Na a/ T/a1 'iNm'orI■°.No N. N • JI ° T..; l;' 4 i49 UNUTH lA3A Nx1E I) i a MAI ; • •IPA aMa • 4Woe 1 PAMEUMTE PLUS r oc. N I T/I• Mal. PANEL. LENGTH (SEE MOTE 1) wz' NIR 1:MiI1 i ' H OF PLATEM • 4'1 '� 1 1; - - 1/4Y LAO SCRM • DAOOEPIED I r, Al I/DIIIOIN OF PLATE �1 SOLLE 3/5 mys: 1. INSTALLATIONS FOR ALTERNATIVES aw. 6W a LOW ONLY YAW FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +43.6. -46.0 "J. AND PANEL'S LOOM UP TO 12'-4' L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE MO. 2. W/ SPECIFIC DENSITY OF 0.56 OR EOUAL. AMIfF FdI 7111Y fiSEC r1aim 10P a 90'RON MOUNTINGS CAN BE COMBINED IN ANY WAY TO SLIT ANY INSTALLATION. 4-10 PMIELMME PUTS S 1/C RCADm POE71M710N ro / A I " 1 2�alapr AK SMImLRA a am. ra NA. M7PA3,YN To ataE � .. ,Hti-fen• s{. -_ I u AU v iroGr„/�. PIDWIIIIANION AT 1 1 I MDMa71H OF PLA7I Lri 1 9C AE 3/I-1' FLORIDA 61RLDING IRA.. Ava IDIM (SEE NODE 1) MAXor v Q� W L O Q -a- � O Ccu c N C =3 M Ca C/) O 0 O O O LL L cu ._ ,40, v! a.^ Q N N � M LL Z_CD i. Q) (n +� C .�F Q Q s m N U W D�r, ur- (\/ ;n 0 ~ / > 0 ui CIPICA S ANDRM CONDOM Mx1401s "ta rMH001�tEiieoo SAME fSCI' "Emu 01 ,! IPA K1EWM7EALTERNATE nK � "� ` cm 110141INAt "'� w i/a 2/a a�/a 3/i a y4 (. 2 a Tw/ia '• r s 1 d2 1 $ =47ta1 8 1 1 1 8 ATUXATION 8 1 INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM rMDm oaMxlc F• Mk 1'-0 + _ AT END PMIt STLG6 • EYDIY r V;•. Nm1CA1aa . r.� INTO EXISTING WOOD STRUCTURES I .. OVERLAP t (Iz 1 z• o. a) our" co"CRITt rolAMco .2w• I \ I Siws O EVERY �I i, y 1 `•�`ILU.Ma. bMt,10M I rM■so"Mou. idYRMDN I �■ .MID, - .. ITT.... 1r� T1TT- (M6oaETL n)o PMMu (' ^, i '' ' I --(---- 2------- ` \ 'I,`I 1D tlAK CD a EVDI� a ,M/1If �1q1� 6 - O t• �,,,,) L- 1 ,,, S,IIo • 12 1/2• aG SND O 1! 1/T 0.G ••p,' , , 4'A•'' ... _ .. _ _ __ ® +/4• IMSD" // MMsp [ /1 L3-_ I R/RmOR PARR EW PARR ®pC B VA' 3. j 11C MRO3IOR PAN0. END PANEL i , - +�M1R� ur PAL... r'aSii"!(, DG 'rrw (aK >'i !(1 oG °R 7 a MfORicloR` M/0AiM1eacu (W KT. 1/14) I Ly (MR! OEr. 3/,4 OR OIRI1:1 MOUNT SPACING iAC2N0 I 12 r" itA ■ t�II _... _ _ ... , Mospoom . ANDICR Nw. ANGNaR I Yppp IMApU1 I I a% T L.._---..-., _ ,•-r YM:--_ _.'---- __ �I -3• M A[MAKD W MD PNIDa) DETAIL 1 :WALL MOUNTING INSTALLATION PUCABLE TO SCHEDULE 1) DETAIL 2 FLOOR MUNTI ONG INSTALLATION (APPUCABLE TO SCHEDULE 2) w - T WO (�0 $DOLE- 3/Tr - i' ■ONE: 3/1C - 1' : =i taANaG L_ a 1 AY M FPMw I /!• ALTERNATIVE i ALTERNATIVE 2 Q MAXIMUM A.S.D. DESIGN PRESSURE RATING (R ■.1 AND , .v.+ Mo« 1 • !/140rjARI i/14 a�� "Co, 1K I•. OR colcom#SLOW 11PAL I CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT iJli FOR MAXIMUM PANEL LENGTH L SCHEDULES/da Iiaif , oA Q ADDLOM j I r r (AM a MY TO r,MNK I A i /a 2/4. W4. 3/4 a Ai ` 1, z. & Mw/Ts i. Z t iw/Ts INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES sTsmL .+N swEcr t ,T z `�'re I I j ALTERNATE LOCAm r a 1 W/ muon,LMs TeP r eoTmu W/ E.O. . 3 , M' aiDl3s°aam°■ I 1Y.. 4t.1•R M •MMA111PPAra Pra OMIT Mt , I _j - -- .. _. _. _.—.__-._.._.---- w KJ>tPAWLSAN TRACKSo f M 1� wr T° K NsrMLm A6 m�IAPppP-�9WLY(aB0 � mOMR—W ma"m •FW&NK PLUS _ 6Mi ; °AR ` � i , ED - - i `10 To TO v fit.)\ 1 1 V I LD(SEE of LINT ( ►tKAMLyCD TO OONCK19 MrA1OAM ---- / /., r/ // ..i// �/ In !METH• >� oPEMMs MWI. Maa MLOLr MaML p 1,MN M SWIT IS NO AHC„ M TR 0 SPAOD PW LNSMLYIDI■ NATO 1m00 FILLS DBJ ME coweptift"}, (M 2L31mtAt ON STORM AI.MYS K PaM1DmINr/pKAR NYMxr KwAr ANMDM MMaNN Pas YEwRr 1sK MDYNK MIE e6eueo °N Tr sM®uLc fa i m iPw ,.) P011I11D mDA[1E / � ro fAC21wE M6YM)/01011 , YOEA@D r N/A N/A N/A 6• N/A r N/A S• N/A 1 a 2 aD)1ola ro K MCRALLED a PRAWA D PROM THOSE L _. L- orL •.-1•-� .0, -72A e'-0' M LESS SHOWN Ac" 01 IY tNM rA FA FAC U Pa 1I1t R MTK M K ACM I / ) E.a Lm t14w M1o,0A7O ON Io1WOME IWotAe+ MNLYIK 2PAEa,R N YLLMYM tw,afw &- Cm �al12TT ,4)°I ��-ca ELEVATION W Y N/A N/A N/A 6' N/A r N/A 6' N/A It a 2 (TOP)) MR`A1fD FOR MM ANGEL TI►[ AT AWH M LEODD. RmlNtm sADID anAllm 11IMS FACTOR Dwt 1MR K LOIN twN YIMM SIWLa■ +36.0 -72.0 s'-Q' ro r-r t/4S 1µ1 , ri 1/49 1/r. i J I iw �,� 'I o0W PL,K WALL AND eLDDR MOUNTING INSTALI�TNN11 !GALE 3/32•-,• °• r r r r 7 1/2' °• 6• r / 1 (BOTTOM) R6DALOD .MOON WNW SECTION i SCALE: 3 - SECTION 2 SCALE: 3/6' - ,' ®®M' i A • 1/4• "1 +aS.O 6 N/A N/A M/A a• N/A 6• N/A 6' M/A , • 2 (POP) 7•-r r0 r-6• wpm OaMvr oAt11-■ I '� i ,..._ ... _. ._ ... .--'--- - T cu /6' - 1' 1/r Ya •NP Ew 6• r r r 6' 6• e• 6• 6- e' , (IIOTTOM) 4w •�,+ MPRr , ! 3 a f ,/1 � NOTES ON LSE SAFETY MOIL PANEL 6YSIEY MSTWA110Y : •MMM O.) -- I. LIFE SMETT STORM PANEL G111 K LOGGED AS AN FIND PANEL (FAST pl LAST PANEL) MIIe 6J ! a A In i ,/! • 8 e•.L OR $4 AN INTERIOR PANEL. (ANY PANEL LOCATION N EETIEEN ENO PARRS . U�pO 2FIDa - AYI3 OATpMW WM'S01, . 3 t/4' • ASwR IL IFOOI 1rN L -� 1/4'. LAO Scmm O r at r/ , tIr ♦/� UrE SUM PANELS MAY OR MAY NOT 6E SNSIA LED ADJACENT TO RE PARRS 2Q FIOIE ,) AC DO ►M) a 2, 4W FLOOR Ydart Lrow017I0W AT Mlo7roY Yi Ems. y ,■ � YO. THMAM ODL[KML110w M3 V I ALTERNATIVE ALTERNATIVE-4 (W/ OR W/0 I1EOlAM iRAd6.) man 1) '[!' -_ _..._. ... _ .. _ .-_ __ ... � _. I ' ' I ; 41a.2/r LOIN SaAK aI■1a■ r/ T. LIFE SAFETY PANEL COPNBRI8 OF OA3S` OKYANR[D STEEL. BTORM PANEL AS HA1tMMM A.S.D.MMO • A/r MF raa fOr ■INN!) OAW I pu • Y W I11OP lM► ■ A1aiD MPLKI�DIE 10 ---- ----�' - - -- --- -- -.._ _ _... - - /4ti•• SECTION B—B oRDI1 - 1m ,A ,,.,, a'!a PMOMRa "AXE o'°L°1 ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS cu PER oa2lvoNLlNr .SETT 2 or DRAWING. I SEC11ONs a NA70YUN P Sp ,m ,m __. ..._.__._._-. PAIIAMS MA■ • r TO M , t/r YF, pla Pa1MRA[ - - 1EN07H 1• (IL NM"' — —� p - -- ,m Ta1IAEm PDnaA,1a ro 3/P . ,• TIER PANEL ffmSB' t0 8I REMOVED OR NSMLIED rRON THE INSIDE Or Of THEM 'p A. TI(4 _ FLAx NONE : MITM nRao NOT aDaN F■, aLAAm STRUCTURE +46.2 -61.3 3• 3' A 1 4 1 2• 2 (BOTTOM) r-6' OR LESS tMA ' ,���,.'•� �CENSF''• WALL OUNTING INSTALLATION p TI(UT p x OREWIR Est 2tIMKaIT0BE 00MTHIS �PONENT ®a IIDTTM, TRACK to �� p. Tlu/T +szA -BB.o 3 r s 4 z c9o77oLQ r-e oR LEss ALTERNATIVE 1 W ��P ✓'i W I.OIIPMEI(! K NISTAtLED WALL OR FLODR MOUNTED FOLLOWING SECTION$ I a lS.� `. +a1.0 -72.0 2 ,/r 1 z 1/Y r 3 1/z• 2 (BOTTOM) r-e• OR (.Esc NO, 4418T ': * fDac �„ -'' 3tti:• JCENSF 2 DN T. AS IRl1 Af GRABS 1 a 2 ON SHEET 14. * . J FLORIDA BUILDUNN COOL Ya)od Nu no Zon +ss.o -n.o 2 1/2' 2 t/z' M/A N/A 2 (BOTTOM) r-e` TO 6'-0' * FLORIDA BUNDINO CODE h Y•Ixi Mu cam ZDTI iLORIDA BWLDINO CODE Nl Yrbo Nu cane Zone 4. Mn. ANCHOR FOR COMPONENT FOENE®®R 1S'. �• Q SCHEDULES DULES LLSPI,CMNO FOR COIIPOIIEM ®ANCIGRAOE At BOTTOM S GIVEN ON �• 44032 A11C4 At 20 GAGE GALVANIZED STEEL STORM PANEL r'. .Ss.o -7x.o N/A IN/A 3' 3' 2 (eo7roM) r-s' M /'-e' •. ' •: Ar301x�0• "� 20 SAM GALVANZED STEEL STORY PANEL rN a3mo IAlm2, 2,G W. 20 BADE GKVANRED STEEL WM PANEL F.P. t2]MPOP4l1i ® MAY K PERMANENT OR RE31DYAeLE *q': 'k 11 O S,,S OI,I� .• O, 1. I SIMAATDM6 MW owY roll DMOMIoc WTN A.s.O. o2sD+ wL05 uP m 01011MI at Z a. SEE DEEMS FOR INSTALLATION KM WOOD FRAME SALDOM ON SHEET Is. YO OP - IL E G O EIBC. M,� , PAD �A 0WL, - - s sSl Al F a.+E FL m,4 QNK OLO&1L PROTECTION PRODUCTS, LLC. am +2aa. -nA AM AID PArnM'14s WON 1P ro r-r. s�'' • fL RID PROTECTION PRODUCTS, WC. IL ECOIKN:. ��••••....... DECO.... °OE z R SEE SHEET a FOR oErAA APPL,CAILE >0 THE PIECEsartr FOR THE 1NSTALIATION Or �FiI $ ••• ••-• •AIM. ti 3D14 20-176 •� 4B7,D Sam sr. el an1eT E PFIK "... L W/ VOC7C�A o100N °w1 E°IODDR m K aoull/a AC' .MN L a, nKr LPL PIN„ • ,�. YNr AHrt. (N•)MMM-Tay NW; (r4)12P.67N 20-176 aP� •N�,L oar, ti Snu 20-176 P. aAae N1: sAa1M N.: F �' PN .�'P! 1N-na «- M•b4 (ON)MhT2y FN4 NMA22-MITI NYRONI NN ANN1 N ww Pa e,-1.■ .1r N-10, r r Q U PA KX/MPMYt/WII 00°OP' .. ►A I - atMn to d M J �y � NA a aw Ara 1�1L n w w,3lr. MN)r-aNe. Ma pN)rw-wF Pt. rt wL A N P E � IO71• a N SPACERS A7 TPACK6 INSGUEO AO.IACFAR AND KY01I 10 STUCCO/WOOD BANDS. �"NN INN 'A'� °� pL-OpPH2'?�-I■I PL KM/lMRAI/•0[ ULM A a.. ►A f31WT ,7 N 1f _ _ SHEET NO. SH 1,1 --------ANCN016 (KE SECTIONS ON SHIEETS 17. te, Ie t 20-- - ..---. _-- MIN.3X7.4 7.7., f e�6w/1D w%1t �7wT %li a llr/fD r VAX r b MOL O O O O O I O - NA*L �R(alI i iommURe, , bCIAA 1 A in + ft��4r MAY i l pPANEL SCHEDULE) r f LcAmUPj aw/ 7. MW.----�0 IS In /I�• 7AISIMI I OR6 (SEE DEc71aa 1 16, l0N 90)"1's �.--_ I OPTION J2 FOR LIFE SAFETY STORM PANEL(l) ELEVATION SCAM 3/le- I' 1/f NAIL W SECTION A -A SCALE 3/1r-1• MAXIMUM AS.O. DESIGN PRESSURE Max. PANEL LENCTN L (ft) MINIMUM SEPARATION PANEL RATING (D•e.f.) (SEE SECTIONS) TO ClAA55 CONDRgN +55.0, -72.0 8-8' 2 3/4" UNBOLTED IrO.C. THREADED weoo N• rD.C. a� IwL r I i IRA .OLMRRN f 1• MM aLAee TO DIN. U i PANELLETION (ea NOR , aDW7 ON IMI Rso i l• y«• PANEL /ENOTH LIII INK sovom� WNW I I . .:_; '.::h�',_. (SEE WWI 6ELOW7 fLl am to � r i - COMT. �i COIF. ` 1 I . 3/3r woo MKT • I. 1/2' ac. i II ' II 7W two A rr woo) l' 7AJIC011 wTAPOOr SnD0.C. N I T w/ SND).C. �• j w„ LI 1:,A90OW0 W t, IW moo" OF PLATE -- a PEAR WALL hUM V PIAIC 1IJ1• WOOD PLAN �� MA SCALE 3/6•-1- WALE 3/r-1' If A• T1, THAN �A �'• • 4GEi 1. 1MTALMTOS AK ONLY VALID FOR OU LMM WITH A.S.D. LP To +m,6, -no PST AND MAEL'S LENGTH UP TO S•-r DOPM LOADS �:� : 4 �• 2. FOR NEW WOOD FMW CONSTRUCTION, WOOD MEMBERS TO K SOUTHERN PIKE ND. 2. W/ SPEW KNIM OF 0.5e OR YOWL � d 1 4Y rAOew • r oc - - , , AWL iHIRFAOm HEAOM Te« Al wooD -NM - i. m j i i L I INKw.wlwNN PANEL L TH (SEE N M 1 K LO" 16 W/w - a I S.S. MA MHO NII COMPONENTS FOR SERIES 2000 k 1000 E-Z HANG STORM PANELS (SCALE 1/2-1 ) ___.. ____._ ____-.__.. .___1S1N•(TOTK WDM)-._- _-.-- _... ___ __-�-_2.260• -- . __..-._..--"--12.e0D• (VFECTM WITITH) - --- -- - ---I I --- �t� rl •� I i�•^ ,IJ� � Sim maE / :.DIED'EDGE.\ i. 4153 [tea MMNw \ T i OtfAM A.J 11y' +tea. + eM O-SOOK15 I �R.UZB• L-----� A - 4e.W �yy j �\ N I-1.3tJ0' • © STOR11 PANEL �2 PAWS END LP I W/ NEAOIm EDK.'� J ISOMETRIC VIEW DETAIL A ROUNDED COINER • Oft OF PANEL'S END UP W/ HEMMED EDGE. (N.T.S) gI 8 �3 L j H--3' MAT..--N O7 3Wn3M(•Vpg.) ALUM_ ANGLE i._ O STOP MR IT" LONG 003-T6 NRh. MAW •rO.c. r� HHI. pIIAYWN i C POM LENGTH Da NOR I SFLOw) O MERM 'IEw TRICK © REVERSED 'U' TRACK .613•• I .1 O• h - r s ooD' O © 2-TE3w(Ma%:,) ALUM- ANGLE 1 1 4 6061-76 ARh. ALLOY KIIR'100he INSTAIIATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES TL•• TAPH`AH ANCIIOIIS i •• TAP'CON ANCNOwe '!s• TAPCON Awu101M 1 P UPCAN ANCNaws oil CONCRETE ■DCI R \ BLOCK DIMMED �i 1\ owmxw I 1\ KOWRO i 1 �. "i 7 :• ! mart. ,N r 1 i i i I i I Os wiW ' bwMt 1 1 R CLASS L J1 I s i i � ERB1•Ar e4m w i � �i T�� gar ui" CLAI � di 1 ;a -:...._ � �a DU1SE i i I �a CLASS;::::�" �; - �a i 7 _ I i fl _5� � �J r� r'L +�N • �I�; --t= �-i c i �»°4 we�u+,ur •- �-�- i • C • Ltl.• i E.G., V i 1 1/2 1 4Y- .,.- 4-12. M.S. w/ �1/2_--- .1 '1•F90s7 M.S. w/ MM KIT WASHER ]/3E' WwH6 AIMI �-Evy �JeY �,�• 1,wp i w 12 1/r O.C. i ' I (envND)n w010 wr wAeNEw • 12 1/2. O.C. j C�ml Nur ,IFAINeD lwLrOND) I j TAPCON ANCHORS f 1 /• TMCON ANCHORS I �. 1 1' TAPCON NI04M 1 /' TAPCON _.. ..7 1 1/!' D.C. -�s 1/2• ot. -�• 1/r D.C. • 1 1/2* O.C. �(p (•tAR6.1Im W/ OW) (STADOEK9 w/ SPA) TO EDCal AflA OCK -. MNp1ETE 0.00t ! gACN '....._ CM'W'S IE RLOwLO. IIiALL Y TO!! SCALE 3,W-1- SCALE 3/s--1• SCALE 3/6•.I- SCALE 3/r.1- 1e • >p FOR wane IYK • ANHSMBR TIPS wmU WV IQ 1 ROIL .aTAILATDMI INTO ,Tao r wool HRKor A FRAK wo NAIRJiIIL HnwHHN ANCDR SudNDe AND H.NSRN PDK DGWU AK w INIe •MM.r.Ho O.WNM 6+T 3 WO ensauE FOR ED. LW THHw IWH AxD DN 11CHERK MONK *XCDR II ST NAMYSS SFVND OHM ON sawaAt HUArN Oral IDIOM DU 3 A6RR vmom Lweem IN TIE NaMDMo ACMK IN HMS 01110411001 TO K POKINE. Rm1AwD AR _ _ .. .._ T _.._. - VACMGBNMUMFCMOKLNW FOR EACH Mom T?S am THIS Solna A. - 31 r1 HID 014-10 PAIR • 61/4'a MIN. 11NWAK AT MOMTH WALL MMUM Ion SCALE 3/6•-l" Wts INSTALLATIONS ARE ONLY KAUD FOR SIALGNOS WITH MIA. ISO/ LOADS UP TO +OS.S. -72.0 PSF AND PANEL'S LENGTH UP TO e•-e•. 2. FOR NEW WOOD I%" CONSTRUCTION: wCOI MEMBERS TO K SOUTHERN PINE ND. 2. W/ SPECIFIC DENSITY- OF 0.66 OR SOCIAL r a¢ r A�M.'1 ---1i iPIT wTrerWilaoio Ir D. Goo WOOD _ ro olm" atl I 1) i t' Mb.. PANEL LENGTH1�-- EE NOTE 1 KLGw) L/lSw _ I _ 1• HMO.. PANEL LFNGTN 1/4Y-2011' I I .. - (SEE NOTE I KLM NUT I r I I � I I I I NUT 21.4' g000.7it1 NUTI.C- Pt } I 4A7 /32* WINDilaml . 1 I, (KKYO D)D) tE0UIT1lD III I� j I��, /11 7101t AT hiMMTW OF PLATE0 \ I 1 No ATM TZ LWE SAFETY PANEL a!�'���.CEN•.Cwr BOLE 3/8--1- 3- Mo. 2•/24 V/24 CM HOW 3 HTILOe7 I• MwL oeNLwEW ANwHGM •'7n. r r.,. f•K saHmuL a war WWI 1• MM. t4a• err Door tn•.~ -TI lOD FNA6J 00 % L. .000M MKLI (INDOOR RwN DINBIOR RAW Ea X t• Y-r- NID AWyT _ ..... YT ... ._ �-• T PAWL) Do PwNW ' Wa TOE 1 A 4 S00HN as Rai 2. A . O10e I es 3. 4 / T t 1 1• _� 1 1 1 HiT_ in . Hi L_ I $0 nOR 4 SDOw.. _. rON txwWa AaDOW�ISO BILDN"On - 2' LpC/0�,(•t--•-tr-i- -) _ _.FFAw71E�M110i1O[ (NHL) '' i•ti fQ sociw 04 INKY le 1• �4 1i2• 1 1/E•I AT END PAI n011 Igl N01[ 2 .- p1®w/ OR w . ® IS - LAW PV " LAE PAEL 1W K NSTALM AT EACH 3w0lDAw W 1 ( A K K Aym A MACH REAR W JlL jK NETAAAT KAR NADL[ m FXCUTAT[�OD� w/�TYI.aDta SNm01L�YIx�AUD hHOM E-z HMG STORM P"ANIESYSTEM OdIK K STRUCTURE. ARIDM[IF NiATDN - w2M2 31W - r so" . t 1/4' ,Lei OM A...1/4• Do. OV 1/4'MAY. w $/A-N•+. GAP--i - a®'Va-®•® SECTION 8-Ba-B XT`DN' owHw' °M (9. eE6W0ON Hx a Ml = E - Z WANK' STORM PANEL SYSTEM CONSISTING OF PANEL AMLLJ* TRACKS AT TOP /t PA1E13AYE PLUS OR tr LONG (1). DEFINITION DE E - Z M A NG STORM PANEL SYSTEM CONSSTIKG O• PANEL ♦ (FJ^T BOTTOM W/ PRImLFM7[S, COAL TRACKS TOP W BOTTOM, (2). END PANELS SILL ALWAYS K CONNHEC1gD ro Cltlj)1NG SXL WALL 6Y IMD1N.w OF (2). 0 PA/Ea DILL ALWAYS K CONNECTED TO BOTTOM TRACK OTHERIAX A STOP WI PANELMIUM OIL IF uSED r w/ 1e LONG 1� 1RACL AT EKD PNIFLs IQJ STALL K PKOVDED AT TOP Of SUCH PANELS. SMALL K MNEM TO AM NT OR 1/4'e-20J M(n. 7YAMIOCEi1' NTO TAPPFD�(EIICEPT AS (3). IF END PANES ARE Rp'tTdl TRACK, CONNECTION SMALL CONSIST OF oclem D ON MOTE (3) t/• s-20 7/4• M.S. W 7 h3 31 WED NUT M 1X/IA3 1• HMin, THtAIBBCAEW Nile TAPPED BDTTOMM TON a' EAETMEN 4NY �At EITHER OF TWO (3). FOR CASCO WHEN END PANELS ARE USE JONRr W/ Tr LONG , AT EXTERIOR MT RANKS OF [NO PANEL BUT END PANELS ARE NOT CONNECTED tO BOTTOM TRACK W STOP BOA SILL K PROVIDED AT TOP OF SUCH PANELS (4). N CASE f/MT DID PANELS AK NOT COIRECIED 10 BOTTOM TRACK (L•• A STOP BAR (•). FOR OWNI rO S WHEN DID PANELS AND SOME INTERIOR PANELS ARE DIRECTLY S ONLY USED AT TOP) AT LEAST iWD PANELS 6,IMLL K CONNECTED 7D BOTTOM TRACK M Y NN pA3AW�LADq, EAR 3Pro ISND SPECS NDRU ON NOTE (3) ABOVE, N SUCH CASE. CONNECTION 0/ PANELS s-,iNTlI A EAR B0 TO BOTTOM TRAOK MAY OCCUR AT ANY PANEL LOCATION. SHOWN ON J/ O0/ES (S). SEE SECTION I'. 3• k 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 26, H NO NEEDCODE TOOK CONED TOGA (�� MVKLNOII NIFN f. iRAGK+�R:-9 L IIISTAl1ED �A• T SWAIN THAT ADACENT PAMRS THE LEST t FILE SIDE OF �iDRDK PANEL) HAVE S H� Tom CI OIAPE RETAINED M �. PO�DcawcTILTE00N�'EeLccii; IIf'� 1/4 tOwOf[i �Ae. �Ml W ; s H L I f 1 I I W 1 N 1 I 1 � j 1 i I I 14-t0Y PANELAATE PLUS W/ _._--_�/6•A . 31W W= HAT OSHS Q IS 6 1/4- O.G _ uwaxT��eLoce PAIMEL SCALE 3/6'-1' tl,aT U • >D wR ANt TWO • Dom TV" t/4 . WIC 1/1. MUM I IDILI ww .WOLNAnDNw NH• Ratio EMCRo r mom HOLM i FVAW LO M " MIC7wN VKINGS AND UMN a" OWL"= An Mom an TAG •MNMRwa ar,W dIJ 3 7 3 31. so=" me U LOSS THAN NwlGim am nMAE RmUCL ANCIDR WVOO By MIAMavo SRK•.M waIN am DCIEDUE ANION •..nN IINM OIJ AR Y ONE on" RIM or M FOLU D RICORLL AM iNI5 K F OPAOM J6 - COMMAND ONA PAR SMA 0 LOSS NW W FAL70R oc IKON- K LOSS THAN MNeUA eHwaD .IOHOWED FOR 4ew wawa TFE a Two SCORE Im Im 'Ir A IY. �1O��e1l,l�llN�tl�L. w I -+ 11 i_ W411 HoAm ; VV•• H H I LASS I 1 f i a- - '•- - r _ tr ALL a UYV . I �1 yaw�wt• •- { - -� 1 ; I ' i I ' I ! I 14-/rP PAIIR,IAR PLUS W/ _ . wNatcrz00Npohelaac WALL IMPI ATM Ww.. SCALE 3/r.1• OQl1EN. Nd1ES 1NlD E-2 IYNQ SidLY PAILL S1fSTFL I. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) HAS KEN VERIFIED FOR COPUANCE N &I) MINIMUM LMSEOMENT OF TAPCOW ANCHORS AND PANELYATE RWILE D i PM40MATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7u EDITION) OF THE FLORIDA !RIDING CODE. BLOCK SMALL K 1 1/4•. DESIGN WIND LOADS SAL K DETERMINED AS PER SECTION 162D OF THE ABOVE M01,1110aD COOS, 11.2) MINIMUM EMRBEDMKNT OF 1/4•e X 7/6• GLX_W ANCHORS SMALL K IS 7/8' INTO CONCRETE. FOR A WIND SL M AS REQUIRED BV THE AMISD1CfIOR WHERE THICK K SHIT M WILL K RAT ANO NO EMBFDMM r.W INTO ANY F0411M WATORW. SHALL K PERMITTED. FORA DRIiCTIONAUTY FACTOR Ke-O.BS. USING AWE 7-16 AND SILL NOT txCEEO THE WKM M (LSD.) 1/4• 0-20 SS SIDEWALK BOLT) USED SWILL K LONG pAUG11"O LD ANY FISH MATERIAL Dan TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 26 ! 26. ENOAK 3/4' INTO ANCHORS. N 000 TO VERIFY THE ABOVE CONDITION , ULTGMTE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REM= TO AS.D. DESIGN WIND LOADS BV MULTIPLYING THEM Wr 0.6 N ORDER TO 0.3) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS K FOUND 04 THE EXISTING WALL TO COMPARE THESE W/ MAX. (AS.D) DCM PRESSURE MRNOS INDICATED ON SNEER 25 a 26. ANCHORS SMALL K LONGL H TOREAC H THE MAIN STRUCTURE KHIND SUCH PANELS. ANCHORAGE ISE AS MENTIONED NENOUG IN ORDER TO VIM" THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWAM STRSS FOR WIND LOADS WAS WE USED N THEIR ANALYSE, FASTENERS WWAK TO WOOD HAS KEN DETERMINED IN ACCORDANCE WIN M.O.S. 2015. (C) AAA SMALL. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPE'CFICATIONS OF THE ANCHOR'S STORM PAELI ADEAWLY FOR IMPACT AND FATIGUE RESISTANCE HAS SUM VERIFIED N ACCORDANCE ON SECTION l•26 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. TIC. REPORT 1 2032• AS PROTOCOLS 7AS-201, 11 IT BALL K THE RESPONSIBILITY OF THE CONTRACTOR To VERIFY THE SOUNDNESS OF THE ntuM E WHIM WATER TAS-202 AND 7AS-203, ISTO A�ACEEDD UTTER SMALL ANCHORAGE. THIS SHALL ONLY K ATTACHED TO CONCIIETL BLOCK 2. THIS SMEM HAS BEEN DESIGNED TO K INSTALLED ON THE OUTSDE OF THE OPENING ACCESSING. THE OPENING FROM THE MOOKo OULOINGIL IMSDE W/O THE USE OF A UHODER ON U/T. THIS APPLICATION S VALID WHEN INSTALLATION S INTE10ED TO K PERFORMED 12. THE INSTALLATION CONTRACTOR S TO SEAL/CAULK ALL SUTTER COMPONENT EDGES MOM REMARK IN COWTAUCUS FROM THE NOW OF STRUCTURE, CONTACT WHIM THE BUILDING TO PREVENT WM/PM INTIRA N. CAULK AID SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 3, SERIES 1000 INSTALLATION IS APPLICABLE TO SNORE AM DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED 1O K - PERFORMED FROM THE INSIDE O STWCTURL 13, STORM PANEL OWAUATION SHAD COMPLY WITH SPECS MOUNTED IN TANS DRAWWD PLUS ANY STRONG AND ZONING REGULATIONS PROVIDED BY THE Al 0SMION WHERE PERMIT I3 APPLIED TO. 1. SOIIO 2000 INSTALLATION 0 APPUGIBAL TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN INSTALLATION IS NALRRED TO K PERFORMED FROM THE INSIOE OF STRUCTURE. IC A7WUM WINDOWS AND DOORS. INC. E - 2 HMO STERN PANEL SYTTLM'• IS NVQOR pown S. ALL AUMM JM EXTRUSIONS TO K W43-TO ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (0) THIS PRODUCT EVALUATION DOCUMENT (P,E,pJ PI$PARED BV THIS ENGINEER IS pEEPoC AFD GOES NOT PROVIDE INFORMATION FOR A SITE lXUMX CT: L.. •MEAL THE SITE CONDITIONS DEVNTE FUND TINE P.E.D. S. ALL ALIIMSIIIM SMUT METAL USED AT CLOSURES SMALL HAVE 711)d-H14 ALLOY. (M) CONIRACTOR TO K RESPIONSSILE FOR THE SELECIDN. PURCHASE AND NSTAUAICN INCLUDING L/E SAFETY OF 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, A4TM A-03 MADE SO RAM., GALVANIZED SIM THIS PRODUCT BASED ON THIS PJU- PROVIDED HE/SHE DOES RIOT DMrE FROM THE CONOTHONO DETAILED ON DESIGNATION W/FV- 58.5 IN (AFTER ROILED). THIS DOCUMENT. CONSTRUC1I001 SAFETY AT SITE IS THE CONTRACTOR'S RESPONJSOUrY. S. ALL SCREWS TO K STAINLESS STEEL 304 OR 315 A I SERFS 001 CORROSION AESWANT COATED CYIBDN STEEL AS PER DIN (c) THIS PRODUCT EYALMWTION DOCUMENT WILL K CONSIDERED NVAUD W MODIFIED. 50018 W/ SO Vol YIELD STRENGTH AND 60 NO TENSILE sRRE10TH W SHALL COMPLY W/ rLONOA KKO/O CODE SECTION 2411.3.3.4, (e) SITE SPECIFIC PROTECTS SMALL K PREPARED NY A FLORIDA REGISTERED ENGINEER aR ARCNHRECT WINCH COAL 6. BOLTS TO K ASTM A-307 GALVANIZED STEEL, OR AM 304 SERFS STAINLESS STEEL. WITH 36 W MINIMUM YIELD STRENGTH. KCOME THE ENGINEER OF RECORD L.O.R.) FOR THE PROXCT AND WHO WILL K RESPONSBLE FOR THE PROPER USE OF 10. ANCHORS TO WAIL SHALL K AS FOLLOWS: TO TMNS LATE10M � WCOM COMMANDS AMR �WTEo ENOIEEII To THE r.Go. ENBFEEA. BALL (IV (4) THIS PEA. SHALL BEAR THE DATE AND ORIGINAL SEAL A110 SONATUIE OF THE P7DFESBdNL EHGIEER OF - 1/IY TAPCON ANCHORS AS MANUFACTURED BY I.T.W. SMOCK. INC. (MIN. rc-3162 0•61) RECORD THAT PREPARED IT. - 1/4. 0 X 7/6' CALK-N ANCHORS, AS MANUFACTURED BY DEWALT NC. (MIN. rc _1000 P.AI.) /14-10 PANCUMATE RWLE D A PANELIATE PUS ANCHORS. AS MAAWACTURM BY ELCO CONSTRUODN PRODUCTS. IS. STORM PANEL MANUFAL'TUMER'9 LABEL SMALL K LOCATED ON A READILY v1sReLE LOCATION AT 570RM PANEL IN (re-3w P•.J.) ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING COI. ONE LABEL SMALL K PLACED FOR EVERY OPENNO. LAIKIJW TO COMPLY WITH SECTION 170.91 OF THE FLORIDA BLNLDM COOL A1) WWAN EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4• AND 2• FOR PANELAUTE nUALE D M PANELW7E PLUS. AT) MINIMUM EMBEDMENT OF 1/4Y X 7/6• CAUL-N ANCHORS SMALL K IS 7/8' INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL K POIWIED. 1/4• 11-20 SS SIDEWALK 9003; USED SHAD. K LOW ENOUGN(SHHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' INTO ANCHORS. A. Tf(U A3) IN THAT PRECAST STONE. PRECAST PANELS, PAVERS K FORD ON THE EIDSTIO VALE OR ROOT. EIDLIOI 10 iTIE .f ' 3,•'' HCONCRETE10A OR. MIC/101RS SIA1ll K LONG ALIGN IN U MAN S7RIlCRIIIE BENND SUCH PANELS. ANCHORAGE STALL GE K AS METIED IN AH) AND IN A2). vCENI�.•':� ` No.44167 1� (B) TD FX_IATINO raNcrtERE TrecIL,g;,` �, # * s - 1//' • TAPCON ANCHORS K W/RUFACTmED BY I.T.W. BIRLDEL INC.'OR All FLOMBA WILDING CODE h Valoaft Nurr(Dune - 1/4• e X 7/6- CNK-N ANCHORS. AS MANUFACTURED BT DENIAL? INC. (rm.ISCO P...I.) p .• fj Sim Wn0°' M' 20 OAK GALVAN GALVANIZED F. - I14-10 PANELASOE FEMALE III AND ►ANEL.IMTE PLUS ANCHORS, AS MANUFACTURED BY ELCO C016MUCTON STEEL STORY PAIEL Wm PRODUCTS (rm-2071 p.m.].) .... -••• INSTAUATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM q PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK .m'�IawOln 4�n�L �L'•0e/'d �-\�It, :_ �n1_1 I �a I I I Iq_ i a weOar�iA Q I • •• � � .�rwloLAn 1 �` awILA � I 1 ow 1 • I � , 1 ,k r i T �# 6 I 1 I R HXwLKI[-A- WALL AND DNlECT MOtHRINIi INST. m m s" O5R1Att I 8 >way R .PK/gNDAO IOtWOiIt FOAL Wp WI d1ON A wwm.Lwe �ENNAn� A 1e010a OA KHa wwm a /TUN a ii ,wMNUIIW /wf OK .NKr 1n HIP • wNrar AHOIIMr•gt DAw K „•' IXIIHIMOe w NIA' W.r N NUN ANY [A . CM Owlwa (w sock" am ow 26) ` a L� ��Iw.oa�� NocN� rum TO CEILING MDUNTNAG INST_ YU1LD-OMI��TNN�IL�NI��OUyyNT�„�Beb� INST. �� IF 4 +a r"Mae'RA tl "'w��H 2vyayr 110WI,"'0,WW pQ N C) L Q' 0 2 cu C C6 O Cu 2-0 O C 2 O a) O LL N 0 Q I--0._(nQ (a .+- }P Q N N L_ 1� O CO UN '- M a Z C O L� t3 M O lei N Y v > • r� C O O c v i LU W cu U 0 ■ U) cu LI.I Q Z Z Q J a. SHEET N0. SH 1.2. MAXIMUM A.S.D. DESIGN PRESSURE RATING (D.A.f.) AND CORRESPONDING MAXIMUM PA RE IJES 1000/2000 E-Z FOR SER HANG STORM PANEL tt SYSTE �Y&JO ONLY I Of', P-I,L� N�'A".A_'J,NLL� �PLA 4"Ihdi� A _1h1I 51fJJ_Zi1 MIXINUM A S.D. "FrUT" 'I _ , ;iE:A"= WWO� SEPARATION PANEL APPLICABLE TO 7 I _ To _ IFECTIONS, ­ ___ .680. -753 . 70' OR LESS 2 q/,FT _ BOLTED . - 1'. 2'. 3'. I'* , 21* CA 3** .1 .66.0. -75.3 - 70' OR LIM 2 71. BOLTED - 1 - .' 11, 4'. BOLTED WIFF�ViR314- SS WS AT WRONLIT AT 04" AT Anot OF PANEL LENGTH MEASURED OW Or PANEL MAXIMUM A.S.D. DESIGN PRESSURE RATING (o.s.f.) AND CORR L5P91Q1Nft�1 SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURE5 A I )ENS AS * I - - - EGUR - i iyALQ_9ft1J_f _1dRIL_&_..8LE1__z11 A SIGN SMIAX'KOE PRESSURE RATING (PAT) � ANCHORS SPACAFFIG FOR Z. D . 3 1/2' - ____ - - --------T-�n 1 APPUcmw_E to of a ANY comomy� I OF THEM I UNGWOU PWIIX j Loneorn, v (�) I 1APCO.S - - -- "IDUALE 0 P P� I C"I'm , . m CONCRETE wpm TO CONCRETE 10 DONOM"T ILM To CONCRETE TO CWIM71 BLOCK I CONCRETE I 1. =1 12- N/A 12- N/A 12- - N/A _ 12' NIA 1 - & 2. (TOP) 11. 3. TIT 10' 3. . 5 __ A. 5' . 4 I- (BOTTOM) lim$ 2QQ9 - 12. 3' 12* 3' s' 6' ___ - - a' - a" v (BOTTOM) SERIES IDOO ++ 3 N/A N/A NIA N/A N/A - - - N/A 12 1/2 I I" 2. (BOTTOM) I660, -75- . N/A I 6 112* I N/A -_ 4 112- _ 1 N/A 4 1/2- ­ N/A - Y (TOP) 710' OR LESS 12* I N/A 12' N/A 9 1/2- __ N/A - ___ I 9 1/2* 1 N/A 1 3- (BOTTOM) 12, - - /A I _!__ �11 N/A, + 12' ./A 1 12- 1 N/A I .. (TOP) I I � ._ j I , _ _ EE I / - W it* 1 4' (BOTTOM) I * UWFITD TO 66 0 p To t & % D DESIGN PRESSURE RATING A -.1 I WET " OR MOLHOR!, TYPE k SPACING TOO INITTILLATIMORS IWO WOOD IFFAMI BUILDING WNFIFUU ANCHOA SP ToGS AND UFHFFFTW LDaL DISTINCT ARE "WATED GAL THIS SC DOLE FOR ( 0 LESS THAN PAXCATED OR SCHIOUL REDUCE ANCHOR SPACING BY UJILTIPLYING SPACING SHOWNI ON SCHEIXA1 By THE FOLLOWING FACTORS TO* W OPERATION TO K � REDO= SPACING OBTAINED USING FAC OR SNW_ . NOT Or LESS THAN MINTIALM SPACING WDICATED FOR EACH ANCHOR TYPE AT -HORS LEGEND AICHN Tffq 1/4-W 000� - '/4', PaImAim � a 1/47t _ -"awn ,to 1/41. ___ comoTem . . -I------- - WoNceell C.) 3 j 3 2 ,/I I � 3 3 j 3 1 ;;�� 3 - 3 ,/2 __� `T/v IF Nam I :Ir ; W. .. r 1:7�_�_#._ 1 - I I= I 31/2, ,,,`� N. Tltj;�%,, s" Y......... , - , - �\r, E N se ` -.. . i� - .. � .. 1 .1 No.144 I 01 ! . : * : ----� * . 1* , -IF I � - 4 , 'Ar-li;o?'� ;%I � 4��,*'V' " � ...... -, r SEft/BGAAY,K/FWUE Fli J-�D + REQUIRES Mo. DISTANCE 110WEN BOTTOM OF PANEL k/2. AND 0 TO BE 1/2' 11-1 t Mo. J\ I 'I 1­0 rl;,- ++ RCGUW,ES AnnBCOISIANCE BETWEEN BOTTOM Of AND Q 70 3/16' PAK' I U 3/16' I UT, 17 FLORIDA BUILDING CODE (High Velocity Hu Ica.* ZOM � X_ NO. 20 GAGE GALVANIZED STEEL STORM PANEL I I - Oft- w GLOBAL PROTECTION PRODUCTS, LLC. """./T -W ILI,. 51 MRW - . 20-176 OWO� FIFTH) mbMI& -='.(�)�M? ­ - - - � , ­-- - I - . I -------T--- - - __ _.___-____.______.._ COMPONENTS FOR RER- __ HANG-MORM PANEL SYSTEMS (SCALE 1/2-l') I------ _­ __ � 15.12.3 . (TOTAL WIDTH) - - - ..-----, I - 2.!07'- -1 1 r___ __12, ) 500' (EFFECTIVE WIDTH) CL - 8 �/I- (TYP ____� _ � ! F_ .-_ - _v I r- � _ , - 16- 93 1/4-TO-2W/4- : 'SO. - S S Sm W410 374'- - 10 `� Go t,/.- 10 7 1.3 � , - *K,_,�_ . " - r_Ij I ,,-1,3 - 1 1 250* - 0 `_ _ I.3p,--1 / %. , , _; �17 , 100' 'Go I .. 125 as ., ". - - OR 0 12 '12 cc i I (WAY BE msvv�) ?". I -1 I 25C ,I /�_ ! FIb _�'__"� I / 3.375' /T oww. GGG_ h W. , , sea - 1_�, - 4 1 I' 1 �EWOE GOIN. _ 0,024* ME TACK - . ksr __ , - G �1 I " 560- ,a 71' "", EDGED / GAL MAVUW cm AWN A03 _ 00 � goo 7 - , __ I W.. 24 '. , I i .M. - - - - . SIDE . I ", I I L I DI A GRADE .g _ . ,.,L!- .. I- EDW ! ! ; ! I I +064' ___, . __j 125' - -1 - L-I wo (TYR I , _____ _. __ _ ) STORM PANEL I --------- . I --- '- 1.330'- - - -------- -- - ; I - OVAK A - ..Sw _ - __ 24001*-� . I ,rrp) PANELS SMAI OFT INSIALLED ALWAYS ----2.M'r------I FROM LEFT 7 W-W W/ 1/7' LEG AT END A I OL Fr� SIDE OF PANEL (�) Foor TRACK (�) ANGLE (�) Tim STUD , - m TOP EDGE 0.024- 11__­__, 1-4� PAM I S D40 LAP � IF,/ NEMAwry rvar �� . *0.03* t_ - of PAW, I jw oI . � - r; (Min.) GALVANIZED STEEL J. , 6 . ,: ; 0."W , -11 , UAL. 133 -j 11.270- j � . 8 _� 11 I I , ` 4:1 - , __ I i � If. . n!l�__._ ,! - I ., 0.37i 5i 1, . 0.250"o I . - 1 407' *,on' -- - 2-391' " HEWED, � - 7 , - -_ "T-' - I __�=. � ISOMETRIC VIEW DETAIL .1wi: - I.- - I __= - in v - - - F -VoL_,_r PFp7W - - '"' , Tt.%_ t " I 1, -(j� OR (NO '. I A ROUNDED CORNE 0 ENDS I OF PANEL'S f - Ask ,M' � - � ! &7151) 072' END UP FIN/ HEMMED iw (N.T.S) I - '. -I i067, FYF,�) 7iw -0. I EDGE, iz� - � AUAMJ 7 IDLE 1. �ANFI KEY HOLE WASHER (�) 3105-HI54 ALUM ALLOY @ KEY HOLE AT PANEL - '-' - i ! Z124' -.750' - _T I I . * SEE SHEET 6 FOR ADDITIONAL $13 LIMITATIONS IF SLEEVE LENGTII IS I 1'. i � . - �001* 1 250T _m. (�) �J FEVE 2 1,/B' I MAX, LENGT I I in, . " ) - - , ONLY VALID FOR INS1 nOwS WOO , ,W WOOD StNuCTURES I , I _11t I . I low� it. 000 ' 3.750' - 'I.,,t. - 7 Y48T . __ 1 - E­ "a - 1.0I 0 I 125' 2.000, A, ITITALF (r- ), I L - - . .750- . 2 (�) REV. 71:17 HEADE (�) FA U, HEMER . , ___j I cm"p ) _# �- I' MIN TO 5' Wo. - � I - 2.000* - - I LENGTH AT @ ANGLE "J" TRACK (9 (j�) PANEL HANGER ,L14' __ ----3'OW' .3641-= "I I. ­­ , I 4- 1 ........ � "TATNA, ""WT, .. �!41; 11 - ,�,l _-`-o�'%, (I 1/4" WIDE) - I , - I -i!BB F .I- - .,_ - - I.Frpl f ___ "I * !F- - 7:�� ..- - - r"O - __ __ A I , I IT ' 4=t� 21- - it. - m- "IiI.%- of 4D MoN. jol . .m. �'�"_'­EIV jr� . \,Nr- se . . .. . . __ " z : ' . = . No. 441 -. - . 67 2 - ( (USE . - - z FLORIDA It ONLY FOR E-Z HANG STORM PANEL SYSTEM) SG63-16 ALUM. ALLOY BUILDING CODE (Non High Velocity ofur Cons Zonm)j I., - L====7� I .- ..... r?, [:Mg, t crom".) - FT- - . . a - . __ ___ I- - I - ". I 24 GAGE GALVANIZED STEEL STORM PANEL DFAFFI " , .,-- ,�"tr+v __ am gwrom __ - _,_ I , 4� L .. �. - 'I 11LIECOme GLOBAL PROTECTION "'I""' PRODUCTS, LLC. - - - .�04' �_ 11 - - � SIT 11 ITRIET" OK,NT. I 3�1. 20-175 (i� BIJILD-OUT "E" ([� BUILD -OUT "F --TRACK (1* ok C5� WASHERED WINGNUT - IIII ___ C"-afal,719 , O - Tomm-no., - (ImuXems-m, 1 - !a- - - - . I TUCK ANGLE �IAMAC 3 ALLOY) P L. SIAL/Sallo"Vol/0"T --.---- __ - ___ I - " � Tt, , C - u, IF 4 4F FT T"I -.1 r Is 1 !!! 11 . I I __ - - I INSTALLATION DETAILS FOR REGULAR PANEL A) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS j (SEE SCHEDULE ON (SEE SCHET 09 _� EXtS?INO POURED CONCREM _ ; SHEETS 9 IMOUGH 10) SHEETS FT '" OR CONCRETE Rom i EXISTiNr POORE m REQUIRED. I TERNATE LEG "I/-= CONCRETE REOUM I, 7--m . I 11 j1/4' 4= , , ­ - Is . __; tax, I : I, (�� - : I rwd- I l 01 : I '.'- IF - : .-.Z�.p a. =411=141 : 't " Mo. : I - ' PANEL LENGTH f 11 - (SEE SCHEDULE . - � ; Mi SEPARATION I I TO GLASS. - ON SHEET 3) - T -7 SEE SCHEDULE : ,( ON WEI 3) FT ; so OF 1, FT I I 4Y-1 MAX I /--,-o I , I : 0 11-1/2' U.0 /I I ; .1 lk�_ I - 0 - EXISTING I ,- O,W q '\\�� " . RETEPOURED . C RD � REOUIRED - 1_� I EDGE Of WALL OR SIAS ,% 1. N,��' : (ALT CDND11FON) 3/4- ,,,,,,,,, ,,��, CONCRETE ANCII ... 5 " (SEE SCHEDULE ON - . ED - SHEETS 9 THROUGH 10) MUM -AND FLOOR MOUNTING SECTION ,T­,F �vto­' CONCRETE ANCHORS (SEE SCHEDULE ON - SHErTS 9 PHROUG�l 10) , E.D. I .... @ 9 I "7 - -E - . --W,"- - - `­� � m�m I _L,�, ./.,-Ml. " To, ./ - - I 0 ta 'Ar O'L 'Ir i - ------,-,- I i - : V. .+Im � � a � : : - (j) I ION 10 GLASS .T SCHED LE ON SHEET 3) �, i . Z_ V I . . 3�.o , (m - - I, MO.. -, _47) , el LO� � " PAN TrNm (SEE-SCHEOULE �_ -_ -1 ON SHEET 3) ---Iy-- =�__Af I - : - - I . -0 Of *L' I UOU! EXISTING POURED CONCIIIII . OR CONCRETE BLOCK REQUIRED 0 - CONCRETE ANCHORS , (SEE SCHEDULE ON �V, , - I �1� I 11 SHEETS 9 THROUGH I 7 I I� wn S. IARA7IOh C 10 OtASS. SIR SCHEDULE ON SKIT 3) VA : 4) . I V I I I 'L, 1I it : PANEL LENGTH (SEE SCHEDULE : OR' SHEET _0 I IPACER4 I & SCHEDULE 1 .1, OIN SME"S v. _11,11". 0 1 � SLIF SKILLS IPACIIR 9 W ,_ V� M, ,WGF,�' &K m� I I— I OToctIT ~ r-r I I ---(D , 1 I a �Z�%�, � I Sox w � i I 11 WIM/1 I I , I r p I Of 'L* 1; : ��,,, " T . - . � - - 1L_ - I I V.*­70", sm� 01, S�w HEAD FT A OF I/.- oc CORD ANCHORS �511 RSECT�E EDuLE ON I* 11 SHEETS 9 THROUGH 10) I � " �11 , EXISTING POURED CONCRETE I I I _6R CONCRETE BLOCK "I REQUIRED 1:1111 I 1=0141 E 7 16111. I 11, Eel R�W117,& � JIL 0 LD. DISTANCE IL _j7DR_QQM0h6RM. QL5LMfI5 -( EDGE ITANCE ON SEE SCHEDULE TOP & BOT70WINMOUNTINGS CAN BE SHEM 9 & 0) COMBINED IN A Y WAY TO SUIT ANY I INSTAL LAYTON. ­_­_ ----------. - - 10111"� ... RIIIII ,,,,.'�ti�R ..... Iiz�; - ` ` '. - EN .-!'�`! A� . . \,\C se . - : r : o.44167 ` : = To, : 7 . * : * . . � � -%-.. STATE Oj�� I ... - At ;: �i� .. d �,A_,, 11 I . ..� MAX II I/ - L. . r CONCRETE ANCHORS ( N I I SHEETS 9 THRTFCUG� � to ` , 11 � � __j I I r * 2 I/11- LONG MAY ALUMINUM SPACERS 0 6 1/4- 0 C VALID FOR --t- ALL DESIGN LOADS ANn PANEL EXISTING POURED CONCRM­ LENGTHS PER SHEET 3 Oft CONCRm BLOCK REOURED 1* �' MAX. LONG ALUMINUM SPACERS 0 2 1/2- 0 C (SEE TABLE #I ON WALL MOUNTING /DIRLEM SHEETS 9 At 10.) - W13PACERS (9) OR - SCALE 3/5-1- FLORIDA BUILDING CODE (Man High Velocity Hurricane Zon� - I'modo MATOG. - 24 GAGE GALVANIZED STEEL STORM PANEL 11 11LIECOm. ' \ DOWN 0, - GLOBAL PROTECTION PRO DUCTS, LLC. oyon/oattt GATT: 20-175 C......; N. F-mr.4 a twomuftm comoNAW, . ___WA__ . - - FT. am ­-%r ONE - - � ..., 91 IFTINS' , " MAL IL Mo (..)m -0., )mw_?gAoA. 'Fox. 1 �_, - . - . - - . �__ ___ - - - - INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM - -_ -----i PANEL � INTO EXISTING WOOD STRUCTURE -a i I - - - . / i ;/.-. LAL SCREWS; 0 To. ox v - , , - _. ( MI -. 2'..' TWOOD " - 1/2' - VMWAM FENIFFRAIN)IN I �,/ / 11 .�� 1/4-To L44 WooM IT 6- 0 C W/ -TO EXISTING wow READE11 H3 I ,�Inroo RECUFFITED ;/#*O LAC SCREWS 0 G* OX W/ 1/2- ., TwALUDID PCWC1FRAnooN -1 11 " I I FLAT OFF ON roGE . t/2- W TWMAOED PENETRATION / TO EXISTING TIFOCO -WAIDER - - TO EXISTING Woon 1+ ) ---(Dc.o,n 0'.." S.S. - , , . � 11 ,.!� � �i I - - 11 0 E. END 01 (D " " IT \ --_@conL iI S.WS / . - I. I I / 6 Coont, �:7:r.3 3.2- -�_' - \ I , ., ,2y - , - O.0 / \ . - .�.. - (D / "_ R . S / � - " � / / .1 / I : 1 4" LAC SCRERS a v cL ./ / 4 Oond vft" Sms 11,� I \ I I _� � \ , I / , ` � , , " . I I �,, . , I . T I 11 " ��.-IIOT3/-' IXFUS5 1 �4,12' - ­1I 1'�.L_lm E& Im Or (1) ?_ /32, 1 I LIT'S"ING ,r (SEE DETAIL 1/2. A, ,` --- --- , \ / �� motoc NOT Wv1WFYN - mm 11 11 / IA KLO.) I I 6 � 11 11 11 L . or 11"m (TTF) L I I ISCE MAX. ,/2. A I -­ . I w ml­�� 1-1 I a , U.w sous "-KO"I --I 0 - � OF [I'm 0 FA END OF 0 11 .01 I Y.G. - " Rw 9D 0 1 I (to) . . � (Z(- ___,�) - , " A Uiw�l =N". I __ I __r_T___., .. - - - .r (SEE DETAIL 1/24 & ,1! 0, I _L__ . - I ----@ g ACTIFIE IA KLOW) Z�_ r__ 21, - - - __ , -1 --- 0 11A . - � , : - 23 "/191T:;L I ,/4'. 2N3/.* �14-­20.3/1- 1 5 - I . SCRUFF, I - - . -1-7- ;/ � T - "P" Mon - No & 7/0 .F." : 2 FT/". I 1/. CLASS -; -g..-,/". � TO ,I,/. " , . - = 1 MS. I - 5 - 10 GLA&S ivr;�/,-. 12' O.C� I 10 I zVEW-M. g tvm OVERLAP - =:U-- - - 2 7/1.* - . I - 0 I . - SUPARITIO.- i ,,,,,� '� To QLAII I /4-FF 20.3/4- - 1_1 "' . I I 1 5 ' i 1 -2 Opt- MIT, ' SEPARATION - : �1� ' �. - - .. �__L 9 us�� � FT I Ny , 4-1 " A4 - - C I TO GL"m 1 EVERY OVERLAP tVIM OVERIAP 0. � I I I 5 j : __ __ - I I g I t i . .­ -.--. - : . q -t I 1� j I e I _`I_ i - I P I I I I �, ; K . . I - '. , _�� . i ! I .1 i �� �� 1 . I --A-.L-, . - j A If - ;_ i I - - , 2, � . . ..I� � 3 Con, I �, i ! , - 4 i I 8 I � t g ; j i�� If I I � orwkr.- - -1 I I I I , I 0 12' cc I ;1 , I 2 __ - - - : __ If , , I i I Ll il" 2 i I `� 1. I 1 ... .4.-. PANE.T[ KMACE In ( 1 - -li- ; ,I.--- -1 I a aW-p 7/0, Mon IF - 2 F1�1`�'L.-ARN PANEL- Ku!1 W/ Con, -1 a y4*#-2O,3/4' 9.5, NOTE CA KLOW) PLNVAI T�D / __ - , a 12 1/7- 0 I / 7a*.3/32* 1191C C I a , . . ' 17 - 11 * "A" 5�3/,. � I/ a' 0 I& . . , , - "A" ILS W/ - I ; 12M I � V § I I FEW B, ,4'TFi.V3jj4* � wou ,I 1 14, m. .y I is 5 01 �� � 1 ' EDGE 4- �-10 PANELIKAI Olm . V1107 W (9 NOTE IA BELOW) � i 6 g�.;n.,;., -/ ,/.-IN,,/.- "IfNEWTION i \ , Go: �'E'I'Ihl' *_�, MIT, 'Gao L \ , 1 - a 12 Fit Wgh�MG . �/.*..L`oG KRE-5 0 6 I ,/,-o LAo SCREWS 0 6- 0 C ./ =19414.. 1 \ -�- '.- - 1/7 - THREADED F��Tc- Foon, (2 , I- T ,.g;ww. rNREAGEp FE.m.m. , WALL MOU ALTERNATIVE 2"W L- '�; . . WOW TF KOOfto G` PLATT FIT OR ON, EDGE I -0. Z., Woo"FuIT TION SCALE !/4'.­ : Qum FLAT OR ON CODE INSTA PLATE ME - _� ALTERNATIVE I TV . --- F_ - BUILD -OUT MOUNTING �, SCALE 1/4-.1. � FLOOR TO CEILING MOUNTING INSTALLATION NOTE"'. k_11 I I I NVALLATIONS ARE 0 Y VAUTLJ FOR BUILDPICS Forth ASO DESIGN LOADS � INSTALLATION 1/4 _14"W ALT�� ""TI.I., .1-11"', UP TO . M 0, - 75 3 onto AND PANEL'S LENGTH Up TO 5'-10' al VW -- � � ,,�,, ,i:R A -; POT*. 2, FOR NEW WOOD rR-1 C WOOD MEMBERS To BE SOUTHERN El - - , , ,� 1, SCNE ." �, �, . - � . ...J!� PINE No 2. W/ SPECIFIC DENSITY OF 0 55 OR EOUAL 11 I ..� . . ",!,��. . . \C N �c E i� ­!�\ .� � F� . , . FLORIDA BUILDING CODE (High Voil"Ity z .. 't. Hu i-.n. Z.no)l "WE 'A' . z : No. 4 S - m'Tc,T - w S:.C;=Tw A7E= IV z : 20 GAGE GALVANIZED STEEL STORM PANEL I*, *7 TOP AS IT ,,,L, C.N.00YGIN S 00 T - RASAD on, � : * IT .,.� FT, '11�, = * : , IT - I I ��. oot liotai V., T;�t 2r,w --- .1 -_ �._�, 4" :,,if � -�,. STAT o'F,:,. 614�_ - , -_ ,- -, - _ it GLOBAL PROT a 0, / 11LIECO... EcnON PRODUCTS, LLC. "" Too I .0 - / W r/� - - �� .1.1 I'* 'CE'S"" WOOD Fit A . - " 'Tom ALMNAn.YE _ ,,-,, _� /;�/__...� T.-I , ITN'Too. n- ANII. /; �?. .. -,� � Im A RC`­T_ ."Tom CAN FIT COMBINED I - CONDITION A ANCHOR , , ­­ -,_,I .:�= - - .". � f_F.._,_. - (...)­ .1.1 20-176 - ­­ ........ I I _ ", S, �moo, SCALL 1/,oT - I- _ NST CA .�_- - _=4 11_11;,9�-._..�--, _t=-, PAATooNc . I . NON �.nfft TRACK% NOT S, 'TER A TALT .. -1 - - __ F10011A Lk I -��,, I - I I I I - I - ToWun, No OF " I ___ , I ----,--. __ AT 10 qfl_jjQTTQN END W11H TRACKS Qt. __Q 41, I Lximum A.s.D_jDEsjg PREssuir RATING (D.a.f.) AND CORRESPONDING 1/4, 3/4, 4/5. 5/5 BF 5/5 PANELM 2/4 I LrNm IL" SCHrr)ULr oNLy Fog graj&Ag STOgm ANCHORS (SEE SCHEDULE ON IWI 21111/111, 3W/7 At 4110/7 S INSTALLATION INTO POURED CONCRETE. CONCRETE BLOCK & WOOD W r Now: __ SHEETS 9. 10 &I I) - - - - ___ _____ I 3: MAX 11 MIK I M.-I SIN= PANELS LmrAxnwmm 51HGLL 11111I ,-Cl -1 _" QR FIT --------7 Is, -___7 -1--1-r r-r-T . r­ - r -i - -I - r- -f- -T _,T -�- -! - , -1 T--I N TRACKS jLC14 DIRECT MOUNMD �Liliall-EN20 , . I I I / I I I I Tog VA D. III 0. (�). 4 - r T ii� = , I I- T __ __ - - (�), 9 __ m MAXIMUM PANEL LENGTH 'L+" OR "L-" (ft.) 0 MMIMIUM A.S.D. DIDSRO, " PRESSURE ROOTING (P...F.) (. Or -) CONCRETE a WOOD OWALLATKAS T - - L+ 11I_ 200 . 12'-O* F2,-D, _7p:-_a_-_ ____ I ____�o - jaO 11�8* to'-p, - 5310 10� to ?**-a . 4" __ W-f, 11. 0--mia - - ____!!!0 - SOO � #*-to _--r-iot f'-4' __ fi*-0, -3&0 ___ 81-7r* SAO mr-J. .r-7, 0 __ _L_ a -*. - I I.,. - __ 74- 11-1. _._!!1_ 7110 710 -_ 1. -1. -_ C-10, - Mo r _j. 61-71 __ 0 , - w­ SWO.0 a' IF" _111'" - 111�2* - - O&O 6 ._1. _i7__0__ toao 491-31 T:�_, � 045.0 Co'-3, a. _v. I _;7- -y- L 1134 - .51-11" "I . _'. _. MAXIMUM PANEL LENGTH -L+- OR -L-- (ft.) 0 MAXIMUM A. So DESIGN PRESSURE RATING (P.0 (+ ITT -) CONCRETE III INSTALLATIONS t 20,0 14 ,_ . l.r_O` - Also 12�101 fr,-r - JOLO I t *-8, 101-r J110 10�10- IF. .-,. - NXO ___ 11;'-a" ___ _! #'-I* __ - 11,10 #'-I* ,P.-;; ___ 11-1. m'-J, ___5110 Sio­ ___i__i;_ - - _rw -.- #&a 81-01 r-61 O&O ?*_81 - 71-2, ---- ­ lao r-S, _d;__1 i7- 710 I.,. - -_ 0 ._1. - Sao I.,. .. _iT__5 __ no 7-0* - 41*_j' - W.0 $*-#* - C-1, 03.0 01 7" - - 5'-IO* 1020 I..,. S.-r .__ L1.1 _j i I'- 1! .! . 11111.6 I - MAXIMUM PANEL LENGTH MINIMUM SEPARATION TO GLASS SCHEDULE - WIND SPEED 4 t7O ­p.h CITING SPIZO > 170 ITT p n (in) UNRESTRAINED RESTRAINED UNRESTRAINED 11 RED '30 OR LESS I' 1. 5. a I/ . .m To go - ,- - I. 7 1/2- - 7 Vl* 00 10 1-5 I 1. 1. 7 1/2- 7 1/2- >145 TO 10&i I- '. I - 1 7 1/2' 10111,111,1111M PA,NFL LrNCTW h.) rOR A GIVEN L40UNTING CONDITION DOW 1. . . U 1.51)(1.5 'r, BULD-Oul If, TRAG K I ,UR, -11 "I TRACK Top BOTIMM wow W" R READIER STUD PPW TRACK ANGLE C�m I .'= - DIRECT MOUNT 46' 32* "' Ss. 11. 50* 1. - - """, S* IS" ANGLE '. 32' 1. 32' - 42' -_ - 30* 1. Ir 7 56' '. 1. 42' 57* Go. 00' I- _5EURACK -0-VT -"f_vR7W Z41-- - 51D m . - 32' 38 . W. 56' 56. _MTV��w - __ -7 -- . I . 1 32;' " = (�), @ .1 9 1 ; -_ - - .. - I ­ - - 1. � III i - - ___ __ - _ -1 H - -_ _ - T I - - _ � ,4, - - -- 14�v - - T-If T - :1 UNBOLTED PANELS 0 �L�. - - SIDETED PANELS W/ .V"-20.1- -K.S. M.S. BMT W/ (SEE SECTIONS AS (SEE SECTIONS AS - - EVERLAP I 2'. _]AIPPLICA" - I L -1 I _/ _J-1- -1 . � 1, I I I - I 1 1 4 .. r - -,- �, 9 - 1­11-1, I I - n I I I I I I I 4 I F1 I I I I I I I a -- ) I / / L I - - - -1-1- -1 - -1 - � D. III (�). (�). - -_ - t -_ -L-1 - - [,iid _� - 4[o --14wj 1 , As 0 0 9 01 1�/ 3. WAX I * WIN 9 01 (R -4 , i­ ./ - , =4, 2/4 Lh. 1/4, 3/4, 4/5, il & 5 + /7 & 4W/7 - - ANCHORS (SEE SCHLOULI! ON S-EETS 9. 10 *11) REGULAR STORM PANELIJ." ELEVATION I /4* Mo. GAP hlj�S� IT 2 8117" (� CNERUFFIT -1 04OLE VALID) is - - I _\ /_� - \_ / - /-\ /-\ -No , L/ z ___111;�� \_____� I/.. I - , �_ - - - - ......... \T-/, .-/ �� MAX, GAP - a SECTION A -A T (j) i N.T.S. I I mown.. a (I) L+p MALOWITIN ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE ASO, DESIGN LOAD � L- FUUO ALLOWABLE PANEL LENGTH FOR A GIVEN HELAINE ASO DESIGN LOAD. ,Z) PROCEDURE TO OFF RMINE MAuW- PANEL LENGTH, GIVEN A POSITIVE ks,b, DES)O UGM), DETtRARRE WAI PANEL LENGTH *t.-' FROM SCHEOLTUL GIVEN A NEGATIVE A.SD OUSIGN IGAD. DETERMINE WATIMUM PANEL LIDIGIM, 'L-' F SCHEDULE FINAL MAXIMUM ALLOWABLE PAWL LENGTH IS COUAL TO THE MOROI DF.TEFIMINED PANEL UENOTH ]BETWEEN 't., AM 'L-', (,,) SEE SOIEDULE BELOW FOR AWN PANEL LENGTTH FOR POROSITY QUALIFICATION t INSTALLATIONS INTO WOOD ARE UNITED TO � 95 A 0 WAX &SO. DESIGN PRE MRE - __ - ____ __ - - - *=s 5. 10 AT 114��I:.A_S.D DESIGN LOADS A WAX PANEL 1.111011IS FOR , TO I -. -SECT . 15PACITICI , . - ,V - - , , � _i� VILI:A, - 01' .. - - FLORIDA BUILDING CODE (Non High Vel"I ty Hur lcone Zons)j :, *: . - 0. 44167 - .-O. WC 24 WE GALVANIZED STEEL STORM PANEL - D"'ANS, : _W... O�' 111, ; ; r. - , TATE OF � TATE f), I- --- / / IILIECO..,. , \ 4 GLOBAL PROTE CTION PRODUCTS, U.C. *'/"' .1 . �-, - '--. ORI 01 ...- .1 -1. TRUT n- . -MUDIFFING COMPAKY - - IT .1. S. So STREET Oo�w_ ft. �I. . '..., , , I * . �, , � �; W; �, ... ,=_ P.t..t,:: "- ��" - me-ToNa. w; (-)---' 20-175 I'll - 000111 - - " ITOR A� FUJI -.,.-,,, GAWWNI . n.1 - I - Pon IC,jvvF0f;,/_,OAX/-q - ­­ !-.I 1 F-9 i - 3 For ui -_ flow - I ; F_,_ INSTALLATION DETAILS FOR REGULAR PANEL W -_ - --- ___ _ _.- -_ -T I INTO WOOD STRUCTURES /_1 -1 ' -----r--,--MkL ,.A .. I- I � \ I I I - 'OiLL - SDIPMnON I '(D I ANC40RS / - --- TO QLASS I - - �!, FE SCHEDULE ON , - I 1� �­ _r (SM UHIEME I - ,/M� 3 "F� am SHEET 3) -,, lil�,-_ q) � -, , SHEET 11) - _�� . " r __� �_ � I - _ , � " I ___ imovAmmito �. � . - . _. I . - ,_ GO T-4m /. / I 'I I A I -_ 'L, mo.. " ! ., . I . - --------I ___I \ \ / _-Vft� � I L , PANEL LENGTH WOOD HEADER I I : F 1) WOOD ANCHORS \ x I � I ' SCHEDULE �I� _11�-s 11-_ - -_ - - - (,(SEE "FL-111 I (SEE SCM�EDT ON ,; .�� . - . f___ � � ' I C/4* SHEET I � IN SHEET 16F011 , I 01 � 11 //' SPACER - I BOB , ) VAX. 40 ''. , - 1/2- I 0: SPACER or -L . � : , 1 1 �, .. .- - "I , , . f - � __(a) , I . . I -_ LDJM MAX. � i I I - -_ i i WOOD I HEADER "; -4 \ -, "I . 2* ' I ED I , " I REQUIRED 11 � \ min I I I I I M. �� I, , 1. , . ... I -_ -- -::>�. - z T== : � I I ! I : : , , � I ED I I I I I I q) . I - -,----, . F­ - - . . - -L L-1 __ , - i I , @I - MAX, LONG ALLAONM SPACERS 0 12 1/2- I ; I D.C. (SEE TABLE #1 ON SHEET I 1.) i I MIT. - SEE NOTE " BELOW FOR LIMITATIONS FOR I I (1) . � SrPAPATIOH � , LONG SLEEVES 'L' AALF: I MAI. 1 1/2 1- \ � � : � 70 GLASS, .1, L PANEL LENGTH I ; PA LE \ . I SEE ( 1 SCHFO)Ulf I (SEF SL'F*DLqf I (SEE SCHEDULE \ I PAWL MAIL FEMALE to OR PANFL RATE : Ono SHEET 3) ON SHEET 3) . 1 : ON SHEET 3) 1 ,; - PLUS (SEE SCHEDULE ON SIIIEV IF) I ,,, I � i I �/,�;.,B�o I Min , i A-_ AT - ­ � - - ,0(, WIM - EXISTING I I =4=1.0 - - 11 SEPARATION I 1 FXFSTING 2'.4' WOOD -1 To `uLE : _F GLASS PLATE REOUO" CLASS I ( = - ---!-- - _____ - r SON' T � SHEET 3) :: DIRECT MIDUM W/ SPACER O& : f � 1 * I i ALTERNATIVE-2jC i - �- __q) Ll_ /8.1* I Z ­ f�io SCALE I I I SEE TABLE 11 ON SHEET 11'FOR MAk PANEL LENGTHS & I SOX I ren.- 4 9 12 1/2- D.C. , I I - MAX A_ .0 DESIGN LOADS roR THIS mrsTALL,Aum I I I or 'L' EO �'.. � a ,_ t . 0 MAX . I = I ! 1z v - � m Li �1 .' & I ,.� -1- I I --I , I 1111 12 1/2" OC IL.- _�� �� T '� - --- - I 6 � , i ,�. : _____ .I--- _�" � I il WOOD ANCHORS mm I- " I I F** - � v STAGGERED W1 STU D � __ -I- -J, ; -1 w � w.cm . - Nor I 1/Z1 LOWC; I - (SEE S HEDULE ON E_ - , t C , - _. -_ ___ ,, SM- , 11) (1) --- G, umorro To � DUE. STORY evEmmom, WITH IS--w I 1 i 11 11 I 1� � I ) ;� , 2'x4' WOOD � R -�4 *14111F WAK WILAN TIODIF HUGHT (THIS 6 A RESTRICTION FROM - � I c� 1 WOEDFAIG otinow cummorro, ;WFCAIw OKI S.W I I) PLATE REOUIREO [ WOOD ANCHORS i p ._ STAGGERED Wl STUD I* WIN. .I-,- To FILASS WITICATOG) I . 1. I 2*W WOOD (2) ANCHOonl GOING TYRu COUPOWNY FAIL ONAZI. KATE FINALL 10 OR � i� . VOR, 3 .1 % REDUCED TO 5/ P.1 RIEOFUIRID �,ij I V�== (SEE SCHEDULE ON IONG AS M PARU KATE PUAP TMAU. K SPACCOT WAAA­ AT 6 I/C DC, O0UPOTD �_ "'I o'""I AN � SHEET I 1) -L fne!I a A "Ex"FIX"T"I ,TROUT 12 1/1' oc� Solnec .�mm am I OF) __ ASO aTFI PKETSumo IINK" FT). , ILI (3) - 74 GAGE PANEL. UENSIon . UUITU) To "' AT ART OPENING _�� ; _ I - . .1 (FIRI . A KO� FROM - ONNE, LINGTHS � ON I � t2`UG 3 "'I " "' 11 I (2) MAKWOU ITYTRW - ... 6 904DULT. S,Wv ") : WALL MOUNTING / DIRECT MOUNT (.) � I ALTERNATIVE 2W I ,n-"- wmant cam000.cor P;A -I For . oWXCAFEG ON m 1 (3) .no "ANG. WALUTTFOR, IS OKI SCALE 3/8-1- SNUIn"NS"ALLITFOR, Or 1, 112' L SPACER AL ITS a,AI � INV CaMPINI WOOD, FAMAK WALL � WOO WIND n_ 11 AND I AS OFOURROT, Fo" A" ALTERNATIVE IW SCALE 3/8-l' (4) PWALAICH WILAD MY FOR WIND E-111911 STANDARD ANOT THE �Coa Pon ITITITION) OF INE -ft ITONFICS 1. 2 & I PER ASTFW F - -__ � I$" -Os. ""...Hon" 4% L A Tizz ... 4, ___ ,�,,q� ,I', ­­` - / .... I .. NOTES, ENS � . . . ,\r- "', , . FLORIDA BUILDING CODE (Non Might Velocity Hur ]can@ Zone) I IN ot,40 ", ". ONS - .. mm. I ftM_fQR COMBINAIJON OF SEcn STALLATION ARE ONLY VALID FOR VAX. A.S.D. z , No 44,17 24 GAGE GALVANIZED SREL : STORM PANEL DESIGN PRESSURE RATING (p.s.f) AND PANEL UENGTHS - Z Tf )" = * TOP & BOTTOM MOUNT1NCS CAN HE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR :L � I - i .o.. STATE __..1 TO E 0 _. /to F, P;.-. GLOBAL PROTECTION PRODUCTS, LLC. -/'.'a / 11LIECO.ToI COMBINED IN ANY WAY SUIT AW ALTERNATE 2W') - , _4____,� " - INSTALLATION I - ___ - LR I 11 '. 'rIORIC 5 MOINO Io IDICKWUMINFIFT C5WA-W Ross, iLFF. a, v� . , "It- 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD - - --(W)M-sn, _x__1.:__I= -1.=�-VII Pnomot Cw 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ 1, S ........ * *,,� ITH. )..--. FAIL SP - ECiFTC t ORNFRAIT . w;AEe?NftvAvvAw__ ma C,_ DENSfTY OF 0.55 OR ED 0=110 n-I - I Wom 1-.! - 1 - I UAL. - - WNTOO, I,r .1114W. ____ -------- nom FIE29 . - , - , I ! f i �E FT =­ I ­___ _ �- _ - -_ -_ - ­ _ - - - - GENERAL NOTES (C) ICLAX.-SIAG "Qui-Aft SPECIFic �wylj.x_ C, - c 56 MIN) �"�Itgl��Aojg��� DIMTWOfN-T (PC D,) HAkS BEEN VERIFIED FOR COWP1AkNCI IN ACCORDANCE 1/4-0 tAPCON1 ANCHORS. AS MANUFACTURED BrY ITIN BUILDEX. INC WTH THE 2020 (711, [PITON) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHAt NOT BE INSTALLED AT HIGH - 014-10 PANCLUATE FEMALE 10 44D PANEUWITE PLUS ANCHORS, AS MANLIFACTVRM BY ELCO CONSTRUCTION PRODUCTS MELOCI HURRICANE ZONI-S (MMAH-DAIDE / WOWARU COUNTIES) - 1/4'* LAC, SCREWS PER ND,S DrSICNFWnNO LOADS SMALL BE DMAMIMCU AS PER SECTION 1609 Of THE ABOVE MENTIONED CODE FOR A PASIC WINC - 7/16"To � 5/0' WOOD HILTSIONG. AS DISTRIBUTED By ALL POINT �Cmw. SOLT & SPECIALTY CO SPUD As REouRED By imc AmowtDriont WHERE STORM PANEL VALL BE INSTALLED. AND FOR A DIRECIIONIANJTY FACTOR KOH,053. USING ASCE 7-16 Mo SMAL, NO EXCEED THE UAUFIMU1I[ (ASO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPICON ANCHORS SHALL BE 1 112* AND 2' FOR ELCO PANELAMIF, PLUS 3. 9 TWO 12 At 17. 10 AND PANCLMAUIE FEMALE 10 IN ORDER TO VERIATY THE ARM CONDITION. ULTIMAIC DESIGN WIND LOADS OFTERIMNED PER ASCE 7-16 SHALL K FIRST R DVCLO 10 KS 0 MAIN PR(.SSURE RATING BY MUI TIPI TING THEM BY 0,6 IN ORDER TO COMPARE THESE W/ MO (A 5 0,) C 2) MINIMUM THREADED PENETRATION Or ,AGNSCREW. INTO THE WOOD FRAME UNIT SMALL BE 1 112' NO THREADED DESIGN ES ORE RATINGS INDICATED ON 5141.1,15 3. 9 F,IRU 12 JIT FT. 13. PENETRATION INTO STUCCO SMALL BE CO SODCRED AS PART Or THE REQUIRED THREADED PENUMnON IN ORDEPRI05VERIrY THAT ANCHORS ON THIS P E.0 AS ICSTrO WERE NOT OVER STRESSED, A 33 INCREASE IN ALLOWABLE R XSEEN STRESS It WIND LOADS WAS NO USED IN THEIR AMAI FASTENERS SPACING to WOOD HAS DETER"F.D IN C, 3) MINIMUM EDGE DISTANCE OF LAC SCREWS. IWO WOOD SMALL BE AS INDICATED IN THIS DRAVNC ACCOR �'E WF7H N D 5 2018 STORM PANEL'S Aocauwy TOP IMPACT AND MNO RESISTANCE HAS BEEN VEAFFIED IN ACCORDANCE Worm SECTION Iwv 1 2 OF C 4) MINIMUM PENETRA FOR OF WOOD BUSHING STH�kj BE 5/a- 1/4- 0 20 SCREWS USED SHALL at I 1/2- LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA REPORTS 00014.01-01 AND 002,902-09, AS SHOULD STUCCO EXIST, AND I" MINIMUM FOR WALLS WAIN NO STUCM PER SSTD 1 2-99 41, ASTM E 330-02 STANDARDS. Mo AMERICAN TESTING LAB SOUTH FLORIDA REPORT If 1 123 01 - I 0 AS PER AND C 5) IN CASE THAT PRECAST STONE, R PIT CAST CONCRETE PANELS, STUCCO OR WOOD 13WOS BE FOUND ON THE EXISTING TAS-201 TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PFRT�OftkoED IN ACCOFIDANICF W/ SECTION ,Go, or ,00r OEROUGH FLORIDA GFUFT� CONG CODE WALL. ANCHORS SMALL BE LONC TO REACH THE MAIN STRILICTURE BEHIND SUCH PANELS ANCHORAGE SMALL BE AS MENTIONED IN C 1). C 2) A C 4) 2 ALL &UMPFUM EXTRUSIONS TO OF &M-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SUE SHEET 2 (0) ANC4ORS SMALL BE LNSIAIfO FOLLOWING ALL Of IMF, RCCOMIIUENDATION� AND SPECIFICATIONS OF INC ANCHOR'S MANUFACTURER 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3iO5-HI4 ALLOY 8 PAMELS'MAY ALSO BE INSIALULD HORIZONTALLY FOLLOWING NSTALIATION DETAILS SHOWN ON SECTION I THROUGH 6 (SMFkTS A THROUGH 5) EXCEPI THAT HEADCRSQ &(3 SMALL NOT BE USED 4 ALI STEEL SHEET AFFTAL PANELS SMALL EUIW STRUCTURIAL DUALITY SnEF1_ ASTU A-653 GRADE W MINIMUM, G-60 GALVAMIZED STEEL "GINATION W/FY- 92 2 ksi (AFTER ROLLED). 9 IT SHALL OF THE RESPONSOUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANC140RAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME 5 ALL SCREWS TO For STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN BUILDINGS sooloo FT 50 "I YILID STRENGTH AND 90 ke. TENSILE STRENGTH Mo SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2111 33 4 TO EACH REGULAR S70RM RARE, WITH LENGTHS OVER 90'. AS PER SECTIONS 1. 2. 4. 5. 6 AND ALTERNATIVES 11T. 3W G, 4W ON - Y. S�- L HAVE A LECIBILE MO REAOILY VISIBLE 144RUNG 1NSTRVC1I@4C OWNER OR FLAAMT TO WE A. i. 6 A 7 RESPECTfvr, 6 BOLTS TO BE ASTM A-307 GALVANIZED .STEEL. OR AFS1 304 SERIFS STAINLESS STEEL. WITH 36 ki, MINIMUM FIELD STRENGTH SECUTS PANELS WITH APPILICAFFIF REINFORCEMENT DURING PFRMS OF HURRICANE WARNING W I ANCHORS TO WALL SKILL 1,11 AS FOLLOWS. I I THE INSTALIATION CONTRACTOR IS to StAL/CAULK ALI. SHUTTER COMPONENT LDGkS WHICH REMOUNT IN CONTINUOUS CONTACT WITH THE BUILDING TO PRV4NT WINO/KAIN INIRUSiJON (A) TO _102sim pmem _CQ_q= 12 - 1/4-0 TAPCON ANCHORS AS MANUFACTURED By 1.1 W GIUILOCX, INC. (Win 1*­1197 vo, I STORM PANEL INSYALLATIONI SMALL COMPLY WITH SPECS INDICANED IN THIS DRAWNG PLUS ANY HOLDING Mo JOHING. REGULATIONS - I ' 0 , 7/8' CALK -IN ANCHORS. AS MANUFACTURED BY DEWALI INC PROVIDED UY ME JURISOICITON WHERE. PERMIT IS APPLIED TO I/ _ /: 0 1 3/4- SOUD-St I ANCHORS. AS DISTRIOU'llo By Al I POW SCIFFIN. OUT AT SPECIALTY CO t*e-3000 P.6 I ) 13, (a) THIS rRoD CT,CVALUAT*k DOCUMENT (PED) PREPARED BY TIFFS ENG;KECIR IS GENERIC AND DOES NOT PROVIDE INFORMATION - I I 4-10 PANELMATE FEMALE 0 41; PANELUATE PLUS ANCHORS. AS MANUFACTURED (EY ELCO CONSTRUCTION PRODUCTS FOR A SFTEUSP CIFIC PROJECT. . To WERE THE SITE CONDITIONS DEWTE PROM THE P F 0 I /4-0 ZkMAC NAFUN ANCHORS. AS MANUFACTURED BY DEWALT, INC (b) CONTFWTOR TO RE RESPONSIBLE FOR THE SELECTION. PURC1W,C AND INSTALLATION INCLUDING LIFE SAFETY OF THiS PRODUCT BASED ON THIS P ED PROVICIFO HJ/SHE DOES NOT DEVIATI, FROM THE CONDITIONS DEIAILED ON THIS DOCUMENT A 1) MINIMUM EMBEDMENT OF 1APCON ANCHORS INTO POURED CONCRETE SK41 RE 1 3/4*, 2* FOR ELCO PANELMATE AND CONSTRUCWN SAFETY AT SITE IS THE CONIRACTOFIS RESPONSIBILITY 1 3 - I OR FAMAC INNER ANCHORS /4 " ) MIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIFERIED INTIALID IF MODIFIED A.2) CALK IN J, SOLID -SET ANCHORS SMALL 81 EMBEDDED 7/8' WOO THE POURED COW:RrTr NO EMBEDMENT INTO SIUCC? SMALL RE PERMITTED. 1/4' 0 20 SCREWS USED SMALL BE 1 112- LONG MINIMUM SHOULD STUCCO EXIST, Is) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA RCQSTERED ENGINCITR OR ARCHITECT WHICH WILL KCOMF THF AND I MINIMUM FOR WALL$ WITH NO STUCCO. AND WAY BE HEADED SCREWS OR ALL THRMED SCREWS W/O MEAD. ENGINEE OF RE CORIG (ED R ) FOR THE P140JECI AND WHO WILL BE RE'�PONIIBLE FOR THE RUSE BUY WYCH FNINC RUTS PROPER OF THE P E 0 ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO INC P ED ENGINEER, SMALL SUBMIT TO THTS WIER THE SITE SPECIFIC, DRAWINGS FOR REVIEW A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANEL, PAVERS. STUCCO OFF WOOL) BOARDS Of FOUND ON THE EXISTING WALL OR FLOOR. ANCHOn SH41 BE TOW, EIVOLIn, 10 REACH THE WINN 57RUCTURF BEHIND SUCH PANELS (a) THIS PC.D SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SMALL OF AS MENTIONED IN At) AND IN A.2). ENGINEER OF RECORD THAI PREPARED IF . � I (8) 1C_jlGMQ_1JQtCjtUL_ALOCK W&L,ASTM-L-29 TA SHU71171 MANUFACTUREALS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - TAPCON ANCHOR AS MATNVFACTURED FIT I I W RUILDEFT. INC PANEL 5.4 ER IN ACCORDANCE WITH SECTION 17D991 OF FLORIDA BUILDING CODE ONE LABEL LIFT -VERY ' S :/ SMALL BE OPENING LABELING TO COMPLY WITH SECTION I 709 OE3 Oc THE FT 7/11T CALK -IN ANCHORS. AS MANUFACTURED fly OFWALT, INC CIPLACED FOR E - /4� : FLORIDA LAUDING CODE _ 1/4 4-0 X 3/4- SOLO -SET ANCHORS. AS DISTRIBUTED BY ALI POINT SCREW. OCLY & SPECIALTY DO - -10 PAHELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED By LLCO CONSTRUCTION P40ROSMillioll"" ,,/,44 . __ - 0 ZAMAC MI ANCHORS, AS MANUFACTURED BY OTEWAL7. INC ,<W�� �01�. �rk Z ... . .. ....., . . . 81) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PAINCEMAIES AND ZALAC MATUN ANCHOR. IWO THE ., I. . 'V,� C E tN4 . . \_ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) - . . . . BLOCK UNIT SMALL HE 1 1/4 - I - " .I- I.-, - -, CE2) CAUX-IN Go SOOLD SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCR17E BLOCK UNIT 140 E& Difm 44 7 I. 24 GAGE GALVANIZED STEEL STORM PANEL - SIUCC? SMALL BE RE ED 1/4- 0­20 SCREWS USED SMALL BE 1 1/2- LONG MINIMUM S-OULD 1� ,,to EXIST. * -_ - - __\ RWT1 .,/2,/mo MINIMUM 'OR AND I WALLS WITH NO STUCCO. ... GLOM PROTECTION PRODUCTS, LLC. ,W, 1 ':$`, STATE ­' - - . / M LTE C 6,.. \ . WOO - 8 3) IN CASE THAI PRECAST STORE. 00 PREICAST CONCRETE PANELS. STUCCO OR BOARDS BE ED 1' ' , ��-. ,.d-;;ii.i&a­E-_--..oF; J. �. I *001) UNW"Sk..'10111. 'I" "-­(-- ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PAN ........ __=1_1.,,u1" EXISTING WALL. ANCHORS SHALI. BE LONG . -- I - _,.:��Im ,_. t_=1 -, -1 I ,,�PS�6� - - ANCHORAGE SK41-L BE AS MENHON1.0 IN 8 1) Mo IN B.2) _� =I.- - m - le. 00' . t x./vFFNAn_/%Ax 1 1 I ,.1 "I"T"' A '"n 4tt p L I I - Pq I __ FLORIDA L`F, v I I - I I � _..___ --- I INSTALLATION DETAILS FOR REGULAR PANEL - T ----- -1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTIUM DISTING. POURED CONCRETE EXISTING POURED CONCRUfF .1 - _ Oft CONCRETE BLOCK CONCRETE Foo DC'K " REQUIRED CONCRETE ANCHORS ; REOLARED I CONCRETE ANCHORS (SEE SCH DULE ON 11 , (SEE SCHEDULE ON - ', 1 SHEETS gfTmROUrH 10) _. -14) SHEETS 9 THROUGH 10) . 20 EXISTING CONCRETE on I - -_ ! I � I- - - - COHMM KOQL RE(�, j ji . -4) W��,.� 11 jI/4- MAX, - 1/4, Mo. .C. ETE ANCHORS - - � I I I I (SEE CHEDAFFE W E.`D . ,�' SHEETS 9 THROUGH , I ;;�­ " � ,,���,, �� . � I i " i I I C, I � 01) I I 01 T11"I'll; I : I N � I - - -_ It ­­ - __w1_ _ ... I 'I"- i I _____ - . -, - - . _ iz.,;� _____r_ .A9 I ; . I I , , i I 1. - 10 C 'If A, . , i (TAX - - 11 UNIT11I - r-Ior) I ON 4( TO / I I (_ - - UNFPH - r-41 I � : I I . EXISTI ME ON SHE =5RI (SEE SCIE 3) T., Moo. : I PANEL I I SEE LE ON 3) 11. __ 1 I � : I LENGTH 1'.� � (SCf SCHEDULE , " 1 ! ; 11W.. SEPARATION I 'L" Wo. v MCK. I CONCRETE ANCHORS I " ! 0. SHEET 3) I s IT 1." i i I FAM!L I _ (Su I 10 CLASS LOWN - PANF1 11mcl. -I (SEE SCHEDULE : w"Emill: (SEE SCHEDULE I (SEE SCHEDULE ON IT SHEETS 9 THROUGH Iq i - - ,J) ;; . I ON Sltlp_�� . ON SHEET 3) I � ON OW 3) _,___ I I I I',---- ___­T­ - I 1 I sox : OF 'E' 11 EXI ,=�: 1 1 .- ,a) I 1 I I MST,NG I i I *1 4 I MAX I - 11 If , 17 ' '_ 1 50111 I OF `E . CLASS I � 1 `* : � (a) � Q6. �/--_ , , 'OTC I ; r I . ': : mom. � '7 I I � E.D. L I I I 1� � I t__�_ I , I ,I i ,�� ,, I I ' , "' i . . E.O. - I I /2- I I . I 1 I 14-@ , : Im I EX5TING POURED CONCRETE I'll I 411, ; 12 1/7- OC. � I- .. I I (AS APPLICABLE) ! I � �� i @_ W.I. MET, - RIAD go Uo, w/ KITT 1 CONCRETE 101LOCK I RED REOUIRED I : ODNC E ANGNGo 1, I - - I (SEE SCHEDULE ON -IEIG� W.-= _'o;_ Ft 1 Ir 0 C - ;,., � I - 1 SmEm 9 TmoRcRUGH 10) I I 1. _ - ,.;, ", W/ a ONLY WHEN SOLO '�:j ... , * "' I a - _AT="7EyGWF " I " , "I , , - (��) %r A CALX-IN ANCHORS ARE USED " WH EN EXISTING POURED CONCRETE EN OR C RETI FILOCK ALTERNATE mx HORS CONCRETE : - W=POLOT cowcom CONCRETE ANCMFDCI� PAN LWTL A:/C12 E RE ARE USED 5 OUIRED. OCK (SEE SCHEME ON REOUNW. STAGGERED W1 STUD SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 9 THERX)GH 10) nj m n ffiffm WALL SECTION MOUNTIN WALL MOUNIZ��ECT WOUN SCALE 3/b- � - sc�r 3/0.,- ��F 3/8- "Wo .7"11111 0". " 1, _` 11 . 4� . 4� . ..�:..f�zl^ , kC[N.V"..!j�'1_ III , FLORIDA BUILDING CODE (Man High Velocity Hur cons Zone) E.D. - EDGE DISTANCE (SEE SCHEDULL,ON SHEETS 9 At 0) NOTE EQR-COMBiNATION -SECTIM TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY z .. . z : 0. 44167 1 .; I . - Co, : I z . * .* S -` STATE OF' --�. � 1) . I .. "wr-ME-_�_ %,�;,-- ltonlo�.,N .2m ILUM M -------- 24 GAGE GALVANIZED MEL STORM PANEL - _' I /IT L R C 0 .',, GLOBAL PROTECTION PRODUCTS, LLC. � - � . C.0,KEMNO CGWFF�_, oloO &T, 51 SIFFETT o"C' 'L ""o_IWH_.., "I -.4 -Z _Z=11.­ .Z1. /37/OFFqmT " - 20 INSTALLATION. - "1F-,.;:NA.*C-IgXNA-- , /";, IZP -.I-.-: ,,,A ��; le 11 . -I 1_.=__I An _ (To. XPA-1w, - "', �" I - - -175 (TRUING No ... __ . ..-. ....__ . - TER � - ,.-, -w.w I T I . I i rL~ - - - HE -_ -_ � ----,--.---- - - S I ADEOUACY,QF,E tS11NG WOOD BEAM TO E, EFETIFIED BY ED NGNELR OR 4*.a' TING, WOOD KAM (RUE 01)IREDDUTE STPt C OPAL R'ft'C'H'rTr'CCT PRIOR TO SHUTTER INSTALLATION. =� *_ i 1 I : I ANn ISEPARATION TO I I -1 GLASS (SUE _ SCHEDULE 1 ON SKEET I T=17.0 - ; 1 I 1 A I I I I I - _11P --- I I 1 i I I " (4y 1 11 I 4 i NO FINISH! IL INSTALLATION DETAILS FOR REGULAR PANEL ' � INTO WOOD ALTERNATE LEG LOCATION 771 - jlo� ....... � 'r . . I ANCHORS ALTERWE WOOD ANC, SGOD , r a SCHEDULE ON (SEE SCHEDULE ON SHEET I 1) / !11 T SHEET I 1) 14- WOOD HEADER I I REQUIRED WOOD ANCHORS - (SEE SC EDUEE 0 SHEET I 1) 01 ,/.­�,- .-I.I.Ift.&V (LIFE - � oxx T-r 1, MAX. - - I PANEL LENGTH (SEE 604EDULE ON SHEET 3) I _i@ i I 5ft -0 OF -L' " 0 12 1/2- O.C. I I I ____ -I I I ___T _­­ ig R'EOUFRE. - WOOD ANCHORS I :1 __ WEI I 1) OLE ON - � - :iEk_ - - - (SEE SCRECT i � - L- 2' - - CEIUNG AND FLOOR MOUNTING ALTERNATIVE 3 Sc.1 3/8.,- MIMI NOTE FOR COMMINA 11Q"f__��: I INSTALLATION ARE ONLY VALjD FOR MAX. ks'D TCrP B, BOTTOM MOUNTINCS CAN BE DESIGN PRESSURE RATING (p.w.f) AND PAN EL LENGTHS COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 INSIAI LATION. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 2 MEMBERS 10 BE SOUTHERN PINE NO 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. - __ 2'14' WTD D rl.r REOVAIED I I, low - = Komew Rom I_ .- 0 _WN I AWAY /.,-2%1, x =A Is Is Ilr at 9___ ­ _______1 ;Ij , - " .,or HANT, M I I - . A I/. * OF. : I _;�.�� . . , , ,-, I I ,i�j r -7- i 0 i is.. SEPARATION TO GLASS, - (SCE SCHEDULE ON SHEET ) i I '44 _ IV ) I � 1 ) I ,- - : 1/2 FIF -I I I.Q6 . B., � , BE IN - , I'll - � : (a \-W= ON Sim ") I , i . L') BUILD -OUT MOUNTING ALTERNATIVE 4W SCALE 3/6-1- ,_ A _"' / N ,,��t� .,: - TIQ . ... S_­ ? #. -ov", -.'A L . �\r I _.� . " . . No. 167 . = 44 1 * . - � w ; * I f I - .p STATE OF : � ; 0. I A ... 7 4F � 4� �, ��., I 0 1, - - - - , "� D I " !!.T: -� �', AL �,� .,,-- , V16� -To 1 ��"` � "Th ... III, ... 1, - . __ - ___ - - - L .,o, - FT sFFAI./sxi_,LTe/uAm IN 1/4v-saw" .L. MAX .".?� PARFET U- =no 0;:a (SEE SCHED LE TT4, U3) ON SHEET - -----I _T or -L MAX. FLOR11 A BUILDING CODE (Non High Velocity Hurricane Zone - �*Fd,(` `F,711`00� - 24 GAGE GALVANIZED STM STORM PANEL - I.. . - / 11LIEC GLOBAL PROTECTION PRODUCTS, U.C. -_ """/`X" 0,,,. UNI'D S.W. at saw , (, W.I. rL. 3331G,M)BBB-P, "-7w. FAX IWAL. 1�­_ . - -_ -_ - I A. - T:i - . ,,,tZ - . ... --Ipw.-,- ,-_ . - - 20-175 C-60011719 I I OAW­ � - � � I OF is - " - I 1= IMI .4 1 "J' _ - -4-` (2) (a) C_ V) 70 _(13 > (D C- ` L_ (D %--- ca_ = 0 _0 0 1, (D C 0_ cz -zD a- . - - 0) -#.- (D (D -G- U) a) -,.-- = Q) =3 70 0 CU 0 0 - m 70 , - _0 c- U L.- C:)- - = ,L -2 (1) 3: �__ M = 0 0 - �;__ " - m - ICU W . - Q) CZ " C) �> 1- U) - - - C U) (U 0 I a _41._ -#.- CU Q_ C:L �- -0 . S� U) < 0! w mi 4 z z "_ 171�j -- 1 �) (=D Cl-k te� 4 - TW`­ _0� d) _r_ C-I = > 0 -#- 1- C) = _" L_ F I CIE) -) " C n >< (' - 1 a- T D , L ,,\I r - . 0 C: (D -0 0 m ('�j 2 - .&-; (1) -o- (1) (1) _F= r_ U) .2? � C CUO) E -c- 7t-- < ,, - 3: 0 6- - - . -C 5 1) 0 (L) r- 0 . 3: 1. a) - "I (1� - �^. . W q_ -0 T I _@ LL (f) E Iz 0 0 .� �, :3 - .- tf C: M 77 U .,, . - I.- -0 0 - -+_ LU U) _+__p L. G) (D (D - C -+--a _11`B_NFJ U) = Cz > r"""` 0 S.- wo- 0- III a) -6--f 0 = =3 -0 m 0 " 0- 0 a) " U) m L. 00 "N"Bil Ili :�i < 2! z < _j a - SHEET NO. SH 1 .3, OR GUICH an 2, m r . 4Ir 3105 14- 14 gp. rme W= FROW 403-To ALLOW OW.SAAK MAKE: wormigs . 3/4- 2 11r TAPOON 0 ot� 2 1/r r ' 4r�, ALLQW' -"o 0 vouno OONCRM CON"111- 01.1104 OR rc WOOD Fmw i A/0'C'MIN, 311r`�.r* "e QAP RLOMWIm (A "alum L-4 R(j mar AwAm I 'le CAP Too r . :2*. AW III LOOK UMNION A , S. iw Ir NO. w< 1. AUAL a Oil . g i: =2' 31' AW54 ALARL moo!- "w" am I'' Kamm 31011-6114 1 -(i 7 IM-TO ALLOW 2 1/2* cm. 1/4 -- - - - - - m- GAP 1/4-0 So or ttl- ALLOW W/4,DW C.61t Aow NxLr. CASE A (PLAN) CASE I (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4--l' SCALE 1/4'-1' SCALE 1/4'.1* SCALE 1/4--1- P7O1U4N1 moWOBLOCK OR comcmm aW SsOUD-W) at CALK-0 Pam 000mcouk_VW A1 *uwt Comm q sNmI ; n or we" omFin o . ovERLM.nD MWA MPAKD -2 4Pat4m 11 PM&im RWUNM 1-4 (D OR® zmmsew wmmn'ema a r �D mm crno PAE) to 1XITANCE am CASE 0 (PLAN) ag'w- .......... WALE 1/4•l- . VALID FOR DOW MOUNT INSTALLATION ONLY At %AE COMM PANEL *SVUATM AT WALLS W/ No. 44161 SURFACE LEVEL WM71M WITHIN 3/4- FLORIDA BULLRING CODE (Men High wkwolfy Hurfto CASE E (PLAN) CASE F (PLAN) 24 am wv&wm mu um 0-ma oR SCALE DRIP MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL MINSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER ALTERMT!VES 1W THRU 4W. ON SHEETS 6 & 7) MAX. A.S.O.moom DESION Potn$M RATING ANCHOR& SPACING 1`01111 ILD. - AS SHOWN ON IHEETS 6 So 7 0111�0 M300vam = or Two PANEL LENGTH *v (110 INtm to Pule WOOD am" or or Or 13* Ir 10 13' or Ir Ir or IS (wm" 4 11r 6 113r •a fIr a Ile 6 I/r 1W m Bole 12 Vr Sole mw.-) W-47, an r a' LESS r 311 imanuo 130 43' Ir 13; or +V� LESS 13, 1 ir or or oo"w4 or Ir 13' or 8172. • (TOP) ir or Ir 13' 9* 1D (MMM) 61/2- 61/2- • !A. a 11r # 1/2- cim I/e 121/2, TO 41/2- 4- SI/2- 61/2- 4 1/2* 4 1/2' r r to 11r 9 Itr 12, 12' MP) ir or Or 13, (martom) • SEE TAKE 01 FOR-011111"M CUM LOAM & MAX PANEL LENGTHS WHEN SPACER" IS USED. CORRESPONDING ONLY TO ALTERNATE 2W ON 94EU 6 1/4-0 TASK ANCHOR 0 Commumm ,140 MAX. AM DOM PRESSURE RXIMIC MkV" ANCHORS SPACING MR CAL - AS SHOWN ON IIEFT6 6 & 7 APPLICABLE To ALTONOW A= or THIDW! yaWWIN 040111 LDc'H IV 00 TAPOON 1.04 SCREW PANE311013E FION" ID PANEUIWE PLUS WOOD ousi" Ir ,r Ir 13' Ir lwm Ir Ir Ir or r 10 (wiffom) 11r a 11r a 1/21 9 11r (1019 - Bole 12 1/2- Sole r-v 7 1/2* r er an LESS 7 JIr a" Ir r Sw (woomm) Or 13, Ir Or 13, (1011 -48 TO 75-78 Or Or 13, (WM)M) or or Ir Ir 1. ON (top) Ir or Ir 13" 61/401 IV munw) a 1/2- 6 Ilr a j1r a 112• 41/2- 01" 0 1 6 1/4" -121/2' A Ile wff�-) To 7 11r fM 51/2' r r WON) 12" !3' 13' 51/2- mm fY Ir I r f I, DOOSTOM) (am -)I I • SEE TABLE #1 FOR MM. A.S.D. DESIGN 100�& NIX. POINIEL LENGTHS WHEN SPACER 0 ISI USED. CORRESPONDING ONLY TO ALTUIPIAM 2W ON SHEET 6 zu" P.&D. DEaIOPN LOAD WAVOM MM UNIM 40 PSF OR LESS W-a" > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF W-10" -j A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE _FpAALE 0 OR PANEL MATE PLUS ANCHORS & W/ ?_VW f•.N4 1/2' D.C. ,INSTALLATION DETAILS FOR UFE SAFETY PANEL JYTO POUKEI-MYCIPTE 01t- COYCI?XF-W, LK STRUCTURES IL sm 11an is 6 If Rw #JCNM "K a wwm FOR OVALL~ 111110 wm PA" KILOOM womm ANCHM VACON " ~- Im OWN= ART OOOM ON INS SDO"L NOR EA &M IWAN I 1 11 ON =dV" mm no" 11 Comoo BY MwrLwo WACO sew IN somm of THE FOUMN 0119%fte. IN M - SI 1 -70 K POMM" NMXM SPACNI ODUPO ~ PWO SNAILL NOT K Los Tom mmm OAKS* *=am MR am Now TOR ON im I/e. AIOs im - Tom mommum. mem" WNW 00 3'/S IN tr -­ 3 (VALID ONLY FOR PANEL (1) INSTALLATIONS AS PER SECTIONS I TMRU 6. ON SHEETS 4 & 5) MAX. A3L0. OEM PRESSURE PATING, (P-0-0 VAXUM MOSCOW WV=G MR WIN LO. M $04MRE 911.00 OF APPLIC1411.1 O'C"BUT own" MAIWAIM = T 00 MAIL &&Dl PFE'B'KM RATING (P-6-0 1014101011111 ANCHM SPACING FOR NOR ES. PER stm APPLICABLE 31C11ON1 PAND. LOOM INACON SMA�-KY FW.E 0 1100111M.11111101 Pin ZOMC-OOLIN J" A ICAN IAPOON SOLID-1117 mutdc So PIOPKLUS VMAC-KUM ON CAIX-91 7:wn" 10 -m- To - 10 v Aw Wit OF INN 6�: AM 9& -.16m; To OF THEN #45, opt In$ Ir or Or or or or or Ir P131 Ir or I (mn +w -as Ir Ir Or or Ir or Ir Ir or Or Ir 11 1 1 (mm on tin or or Ir Ir or Ir or or or -13' or or Ir I (WrMM) or or Ir 13' Ir Ir or or Ir -ir Ir 11 1/2 1 (ODnw) or or Ir Ir Ir Ir Or Ir 13- or Ir Ir 2 13' it or Or or or or 13' or Or 13-- I "IS 11 1/2 2 (TOP) or 13, 13, 1 r Ir Ir Or 13' 13' or Ir 13" 2 (Wrm)- or or - or or or or Or or or or Ir 111/2 2 (11011116) or Ir Ir or Ir Ir I Ir 13, or or ir;. or 3 coon or or or or r or Or or ir Ir Ir 11 1/2 3 MOO) - 12 Iff 12 1/2- 8 Ole 6 114- P2 1/2 12 1/2' - - 61/4• 1 Ile a (Barm) - - a In 12 1/2' 6 1/e 4 1/4' 32 11r 12 1/2- 81/4' 411/4' 3 ONXW r r r B- r I o- , w r r OTI 7 11r 4 (TOP) w to I 61/2- 41' r r I/r r 7 11r r r r 4 mp) r - r - - r - w - r - 4 (writim) r - S' - w - r - I IT, - V - 4 (BOTTOM) or Ir Or 13" 7r- Ir -I -r Ir Ir ,r ir IF a coop) ,r Ir 1-113 I r Ir Ir or Or or I or or Ir 11 1/2 5 COCA) or or Or or Or or or or or or Ir or 8 Ow"10M) or or or or or or or Ir Ir Or 13' Ir 11 1/2 5 OM704 Or ir Or or or Or or or Ir or or Ir a COOP) 13. or or or 13, or or or or or or ir it i/i a fmp) file $1/4- 6 1/4' 1 1/4' 61/4- 61/4- 6 6 1/4- I/. S 1/4- 4 Ile 4 1/4- -or Sole 41/4' 's 6 (WIT.-) Ir v ,r IT -1729 Ir 7' Ir 7- 71/2 51/2 Ir 4 1/2' 1 CIOP) 14'-e I I or I. or it or 777T 1177`7777777 or 77 1 1:1313 >V-r TO or 7* Or or or 0 1/3 Ir 91/2 101/2 7 S/2 13' r I (WMM) Ir 7 'Ir or 13, or IV Ir to* it* w or I vr I WW) or r or to 1/2- or r IY r 71/2 5 1 In2 Ir 4 1 F"P) or 1. 1 r Ir or a 1/2 Ir 8 1 1 1/2' 1 1 Ir 3 1/2* 2 (TOP) or r or Ir I Or .91/2 Ir 6 1/2 10 1/2 7 1/2 or .4 1/2' 3 MOTIONO 13' 7 112' aI Ir or 10' Ir W It" W Ir a Ilr 2 (BOTTOM),12 or 7' Or or I Ir 9 1/2 Ir 0 1/2 101/2 71/2 or 6 11r 3 (TOP) Ir- 7 Ilr Ir 1 Ir Ir to, or or III r 13' 6 11r 3 (TOP) - IT 1/2, 12 1/214 1/4' 0 1/4' 12 11r I Ile - - 6 1/4' 1 Ole TW-T%0 '2 11r 12 1/2* 6 1/4' 6 1/e 12 Ile 12 1/2' - 6 Ile 6 114- 3 wirom) r r 5 112"1 7- 31/2' S. V 4 1/2' r- 9 1/2 . T 3' 4 (TOP) 7 1/2* 3' r 1. r 4- r 4' 4 1/2* 3 11r 6 1/2' 3' 4 (TOP) Or r Ill. - 17 1/2- _4 (10TRAD Irpomoh r or 13'4 or 9 wr or a i/r to 1/2' 7 1 �E T !I;i;pl Or 0 j1r Or Ir or to, or IV it' w or - to 11r I m , Ir ---7 7- - r , r I. I iff. or -- 0 11r 10 112" 7 IA or i. (ow""Old) or a i/f or Or or iw Or ir it, r Or a I Im M--"" rI 13, - r -7 - 3 too It E] Ir E r I or 7' 5 11rj or 14 ILrJ6 (TOP) or or or or a im Or I yr 9 11r L&1L!r+ 1,3" 6 1 6 mm A _., 6 Ile I - I - I - I - Is 1/1. I Ile 1 1/0 L= I Ile I /I. 6 la OW 11 TOO MCC TIN A VACM It MVUAMM Ni =0 WAS OMMMM WINAIN ANVAW WAMM 40 ONVA DWS 011111001 ARK PCNWM ON IM SOCIAL FOR OLD I" mum a" mmu R u Amc"OO1 "am 0W WA?ftvm 11Amm sew ON IN "a FUUMM FACV11111, MR Ti OPLWO 70 K NIML MM SAWING asuAn umm Ow" bftL "m BE Lou wx WARN lopmoom ""m no EWN "C"m rAm: IN Ti SaWONL ANCHOR Tog QffiJ&4N MN WWA mom WNW 00 3 1 3 3 A 2 ilr 2,0 a 3 'Ir I r a 3 111' 1 3 mr to a 1'r 4 Ammv. = simmout ga)► -- -r-- ti -- - J, 3 ve IAO - SPACINGS ONLY %vOUEo ME VE #1 FOR WX ALS.D. A: WSPACERI DESIGN Loo" SPAS USED. A AUL DOW LORD Mum Pon um 40 PW ON I= G.-V > 40 PW TO 50 PW 61-r r> SO PSF TO BID w 5'-10" A MAX. PANEL LENGTHS ARE ONO VALID FOR INSTALLATIONS Sol SOLID SET ANCHORS & IN/ " SPACER AT 12 1/2- D.C. -44CHOAS (SEC SECTIONS 6 ALTERHATIVOI ONS"EM 13,14. 15 3, MAX. R-W113. R-2A/13. 4-3A/14, 11-29/113. R-3111/14. 3• ANAL *• R rw R-IAW/15. R-2AW/15. R-3AW/11. -1211IF/15. R-29010115, R-311111111/16. I T- 0 0 0 0 0 !- �_- � � ' r-� � (_ _T__�___�^� ,`�� - r" is 1 ;I(Il,f � ! i L� 1 4 -200• S.S. BOLTS WAD (USE FOR PANEL 1.191417111 mix PANEL OVER 7-5.) Or-r 0 +4060. -40.0 P.O. (W/ &~ MID PMR U)MM MOILT) -- --------- 1- -ki 7-r So +110A --114.0 LSE P.O. (0/0 "W KIM P0611 LDOM BOILI) T A UK r-r NK PNNX LOAM t/4-0-20.1' AT ALL "Goommem; BOLTS W, AT Ek OVM9 r L r V2 �Sj - --- ---)- - + ?I F -* - 41 -4id ' i l , 1. NOT1011 CORWM 0 I PJAI1TON SO Let strotm-ILT D.M.. it 4 or JT AT EXTERIOR wM RUT AT VALID FOR MAX. L Oft" PANEL r t OWAUATUS ONLY Wpm 3. R_2A/13. It_W14. 1. MIN. R-10/13. R-29/13. R-U/14. SPEED UP 70 170 mot.h. - R-2AW/113. R-3AW/11 11-311111116. ------ANCt4M (SEE SECTIONS & ALTEMATNU ON SHEETS 13,14, 15 1/40 1A4X. GAP LIFE SAFETY sTogm PANEL M ELEVATION ---I SCALE I/e-1, TAW RMAAR I $OPORI PANEL (Mk 006XM_t1 WIOIE VALLM 1 O STORM PANEL ! j Ile ... ....... UFf PANEL ;*1 FLWDA KKDM CODE (NM #Wftgh Welcefffty Nurrlcons Zone) am "Lum NO. u em GALVANIrm PP. EVIERIOR IDS STEEL STORM PANEL wmm SW GLOBAL PROTECTIONPMWCM LLC, QeOI`V SECTION A -A "a SAN. 9 ''L ayN SC" 1/4"-1*tiv "met 00)"07"20-175 ch."WHO WAWO ft ;z,. . No _Q 9 to V MAJL PANEL LENGTH (= EIVATM 0 ,211 Vor -A L. 2PLATE-0- WO4L IIOOOIXRLO 3j[jg A=3W RIESULUNK PANELS 90AUSE mj1jjF1jrj& "qc"03/10-1-m 1. INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN PRESSURE RATINGS &P.&q AND PANEL LENGTHS AS PER ELEVATION ON IL 2. FOR NEW WOW FROJE CONSTRUCTION: WOOD MnOM TO K SOUTHERN PINE No Z W/ SPECIFIC DIENSTTf OF 0.55 OR EOUAL TAPOON 1 0 Ir O.C. 1/4- U*A----) FJMI INCON rare 00 R 0 or D.C. PLATE MAM -2W 1 REOL&M FAME13 PNWPAMEL LIW 12t.1%. FLORIDA WILD1010 CODE (Io W4, m "V Now PANEL UMM (SEE ON &4W 12 MAXIMUM A.S.D. DESIGN PRESSURE RATING (Rj.f.l AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR KOULAR STORM PANEL M INSTAL DECRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL (D INSTALLAT00,15 AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) MAIL A". DEMON Pnt$viw NkTO4 (p"f-) MkOAN ANDOM SPACING MR Wk EA PER IMMU mum So APPLCANU It LOT - PANEL LOOM 00 -- -a Do" PPOSM kv= (PAO.) UkWN AMMM SP*04 IN hO EA M SCHEDULE BELOW 0 APPLIONLE 10 scmw MAXtlMAN ,a 00 TOM I WJD-Su PWNSUSATS FIOIIAUE 0 I" 1 zmm-"Am -1111 wm I Ww-w POMOJM "A ZA1,101C OALK-m .16 ONO= 31C -"'K IS comoKc" of 10 MOM 3k -A- * - * TV THU >+W -a To -75 it III Ir or Ir Ir Or Ir or Ir ir !0' 1 mm r--r OR um "Too. -79 To I116-ties or v I. or I I or 7 I1r a 11r Ir 4 I/r r-r an Las Ir 11 it* Or Ir Is, or I or 'V ; (mGTw Ir 0 11:1- 13. Or it r Ir -WIF lof -577F-ri7f 7 'Ir Ir S' I (lourrm) or it' Ir 13, or or or ir or or Or iV 2 (TOP) or S* or to i7f or I UP or T 77 ;17F ! or it- or or or or or Or or or or to- 12 amonom) Ir r 131 or or 9 OR or 9 UP lo UP 5 1/3, 13' 6 Will MDTW Ir 11, Ir Ir Or or Ir Ir or 13, Ir TV 3 MP) Ir or Or 13, 1 Ili- or I 17F to i/r 7 UP or r- 3 trup) 12 11r 12 1/2- a 1/4- 6 Ile 12 11r IS I/r - - 61/4- 6 Ile 3 pow** 12 fIr is 11r, 6 1/4' 6 1/4,12 112"Olve - - 41/4- 1 Ile 3 (BOTTOM) - r r S* r I W* r r r 41/2' 4 M r r 5 1/2" 7* 3 1/2* -- r r 4 11r r 4 11r 2 11r 4 m" Or w - 4 OWITOW) w I - Is 112' - r 15 1 IM A- Omormow or Ir 13- Ir or or Or 13- 12• • or it' or ir Ir or Or or or or Ir to* 5 womm) -Ti- 7- or Or or 9 Ili- or I impo ilr 7 ilr or r 0 5Ri�) Ir li�; 13' 13' Ir or or Or or Ir 13, to, I (top) Ir r or too v/2" or a7i/r or 0 1/21 7 1/2' 5 Ilr Ir 4 I/r 6 (YOM I Ile 6 Iwje I Sole a 1/4- 6 1/4- 6 MIT.-) . --.:- I Ve I Ile 1 1/4" 8 1 /4' -0177 61/4' 6 1/4' 6 OM.-) -7-17 or 13- Ir IV , Or 10- it- Ir 13- 61/2: 1 ("On TO io�• I or r or IV I - 11 or So 1, 7 112' 5 11r Ir 4 1/2' 1 (7014 >r-r TO 7-5* I is' ? 1 /2* or or or Too i/r or to yrii yr g- or 7- 1 (WIT011) or I iff or or Ir I. or V to' 7 vIr or r I (omm) or 7 In' Ir Ir Ir 10' 1 Ir- to' 1 11" . a' 13- 6 1/2' 2 (Took Ir v or to i1r. or IS i/r or * ilr 7 i1r to i/r or 4 iff 2 (TOP) 13' 7 1/9' Ir I , or to s/21 or to 1/2 it 1/21 r or r 2 00moo, Ir r Ir Ir or 9 in or 0 1• 0 Ilr17 I Ir 6 1 a ( or 7 11r or 13' Or 3 too 1/21 or 10 1/2 11 'Ir S' r or r 3 pop) or r 13' Ir or 9 i/r or 9 11r a 1/217 11r Or 6' 3 MM It 1/2'12 11r 6 Ole t 4 1/4- 12 1/2' 6 1/4r' 6 1/*- 4 Ile 3 (INAIRING 12 1/212 1/2' 6 1/4' 0 1/4' 12 1/2' 6 Ile - 1/4" 1 1/4' 3 (montom) 7 s/2- S TFF -W r I/.- '? i/r A- r ±_ i/r 3 1/2- 3 dI!l r r 4 (TOP) r r r 5 112' r 31/2- r_ e 4 11r 3- 6 11r 2 1/2' 4 (TOP) 4 (80"com) - 6 'Ir � v - r a j1r 4 (11017011) or 7 i/r or or J3, ir 'T j3 too ilr or to 1/2 11 'Ir s' I or to i/r or or or 9, or 9* IV 7 1/r 13,' or 7 1111' 13' 1 i r 'T to i/r or 10 t/2 11 1/2A r IT F Ir r Or or or 9 1/21 or 9 1/2' 10 iff 7 i/r 13' 7 Ile Or or or to sIr 13, 1101 11 'Ir V a 1 1 71 16 coop) Ir r or I or a ila* or I t/2' 7 ilr to mr or 14 i/rIs (TOP) Ir 61/4' 6 1 4- 9 Ile Sole 16 1/4-14 1/4-10 (11011' 6 1/4 1/4*16 1/4'16 1/4*1 1/4'14 1/4*111 WE BOOM It FOR APMM "K At WROO POP OWWUAMN ISO NM "WAS BULON& • VNOAK AmCmp SAAMAIS AND k*WA BOOK OWUMM AM MCCOND ON THE ODCML MR La Lta ISO mum on smau omm *Mm WCM 0 IRLTKVM Wo" som ON sciehoul IN be FMLDWIO FAMM 00 1*0 UPWATON TO K POSSIBLE. amxm SPOC" OVAM USING KACIVI OW Nor K LM 1410 OWN WPCM IMMUM NO SACK MODICA MOO ON "a scoem" A� rot . Z ---Two ismim mom wmm ck') 3 7 a 3 2 tn. I to aOiWWPMO.S., A I a 1/1' 3 6WANKBODa"OM Saes " 3 3 Vr 1 3 t1r 3 IA S %/r An" ou mop= 74) _1 c • SPACINGS ONLY %11110 IS USED SEE #I FOR WX "D "m OEM a MAILW*w SPACER IS USED. MSW 1/4'0 - .A 4 "' .' I 3/4' 40 POUND Sw OR =. NLM Ow 140 TA: ANCIOII PAAwx LENGTH (SEE SHOWELEVATION ON 12) L/2 Six A A.B.D. DEM LOAD mkm" 1101"m LOOM 40 PSF OR LESS 6..-6. > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 40 PSF W-10' A MAX PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ SOLID NY ANCHORS & W/ (9 SPACER AT 12 1/2* D.C. L mL - * L It 31 ; *VISIA 119 3W-U A 31fM;7X'J KI I 1 441 11:14 smell] 161:431 We PANEL ($111 CLEAUNMTION ON SHEET 12) uvrw ....IT' 114.111 TAPOON 17 11/PP - ANCHOR 0 r OZ O'CH 0 9. L=&P=CONCRETE OR Co Exw" POOLOSSO Comawn oft '-ZON0111111 BLOCK KMORM REQUIRED. SECMN. JL-1A do REG" PAWLS ALM R-30 do LFE SUM PANEL WMI WWNTINGS WALE 3/9-1" SU 1141315 16 At 10 POR ANCHM AMM in TYK a woc" no kvt#41AM" oft I= nwc §ULDDM 080" ANCHO VACBM NO NOMM WW4FA IMM VMS W 3 ;ft-A. w 3 cm offlon AN so*ON INS AN OLD. um Tom seem= ON SCHUNAS mcom A,*" wvcm == t --- 0.10d. MO 04 3 AOMAL rom IN SCHEMA[ Or ?HE FOLLOWED KWIOASL no Ti opgRgnoN to K PONNNLJEI onuem vows OWAM Alto FACIOR WOO. NOW a LM own ----- -- MONAAA gy4m 000:Am IN EACH ANCHOR TM am "ft SCHUNAL 1 31/2 OIL fl y MAX. PANEL UD49H (SEE CLEVIN3011 ON SHW 12) I& lcgotW. CONCRETE 1111.001c REQUIRED. met. EPARKIWIN I I 1-MAX I I r PANEL LEmm c T m 01w" ON SHOW 12) It "! MI. TM111,1-11, -Tr' . !711,1/4-0 TAPCON NC1:m OLC ANCHOR 0 v O.C. Lcm=CONCRETE Olt comemm ON REOLOM. �ftm ocamn. 5L=9KJL-2A SEMN R-21 JIOULUFT� 0 LDT-murry-pbul WALL UOUNTL403 SCALE INSTALLATION DETAILS FOR UFE SAFETY PANEL INTO WOOD STRUCTURES --v, -Nbw 0 9 D.C. D.C. 4 114V 11/4. 09- 2. UPS ULJ Lj-,'uu --G) Ag� AT CIA= Aviv an r-0 v O&Ax M". iiroi PANEL LE"m PANEL aii(SEE coxwonom A (SEE ELEVATION ON SHEET 12) ON SHErr 12) T-- TO GLASL *-VIDWOWTION it - I I �2 1 0 a ON tic A Lb.N L- PWK-i4l PLATE REQUIRED N'IL 400 "IL I I REOLONED /4-11 PN4BAtAll PLUS PUSS I0 12 11r D.C. mw I" i NAq' SCAN TOP= FLORIDA OWLDING OWE (Man fth 'WelocHy Not on# Zom)l .44157 ILUM 11c. 24 BASE WLVAN= STEEL at PANEL Pr. CSTATE WAN wo'. 1. OWALLATION ARE ONLY VAUD FOR MAX. A.S.O. SUATE OF -0--l- DESIGN PRESSURE RATINGS (p.s. PANEL amx mo=rm Pmwjcm LLc. qoR ric wx- %a /T L LENGTHS AS PER ELEVATION ON IL WOOD ...... 4= ILIL11 xnw 2. FOR NEW WOOD FRAME CONSTRUCTION: 40-NAC what. ft-'294 LIN* Allux-sm.21 M.-FECt 20-175 MEMBERS TO DE SOUTHERN PINE No 2. W/ SPEOFIC ROOM OMPID-UM AM O.AW-40W DENSITY OF 0.55 OR EQUAL a% -am,, foomm" W. rt. 6rM/6W«41Rt/KaK Pt OHM to or is I -cu O aw) SaL- cc 2 0) cu 0 ca- c 0 CD 3: cu 0 .0 M LL cu cn CU C- CU -0 "o .4-0 cn C- < > 0 Q C) I- CL C4e) N CL M X 0. m 0 cn c- c n cu) E z; < < 0 0 u. 0 cu E 4 70 uj cn =3 cu cu 2- 0- CL =3 0 cu mcf) w z z SHEET NO. SH 1,4� I � I' 111��I�rll®14r I rt y:111F 14TAIA�RI��rtR1 jkh.EZI/18. _F EZIW/18 AMCgaS `_..Cm swnm at a ALTETOMTNE a1W ON slow /a) -- ---'I -3` MOLI Mesa 1 Wn Wn. F <W)= Mort 2) ttJ'� �J(MDiE 2) Iuxl• OF1�M AT®POI r--rrr-r-'r-T--T OF 1' 1 (END PANEL) (111TERIOR PANEL) (INTERIOR PANEL) (INTERIOR PANEL) (END PANEL) �1 MAX SEE NOTES 2. 3. 4 I I I SEE NOIES 2. 3.4 IAKX. PANE 1 lit 1 * 1 • 1 at - 1 # • LEN 400 p..l. • I 1t0 PANELS W/ is 1 t/46 211" nDNs As _. _ 1 1 1.1 n son• ... _ _ O< _� 1 1 1 1 I 111 � r JJ_L 1J_LLJJILLJJ_L�JJILL-i CLIJILLJJ_LLJJ1 •LJJ_11JJ SEE NOTE 4 -+' 3' Alto 3' M.. ,• Wn. . _ ,�1 SEE ti i' Mtn. ANCHORS ER NOTE J F21 a ALTYW E2,W ON SHE[T le jk,EZ EZ1W/t8 TYPICAL ELEVATION FOR SERIES 200.0 E-Z HANG STORM PANEL (1) SYSTEM M u+ SECTION A -A N41PNN4N117 SCALE: 3/32 1 • _ a`tF,i1 A; Tl�utN.A. ENGINEERING ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT September 15, 2020 AppAcadon Number: 17000.1- R2 EX Project Number: 2031543 Product Mehubckffw: AN Mrrbeen Shuftm and Glass Manuhcbrer Addreve 1540 Dona Road West Pon Beach. FL 33409 Product Name 8 Description: 24ga GoWnized Steel Sbm1 Panels LaW Mleslle Impact Redstart Scope of Evaluation: This Product Evaluation Report is belng Issued in accordance with the requirements o<-810 Fbrlde DO Wrnaot of Su strAm end Pmferlornl ReguM m (Florlds Bu1Mleg Commission,) Rule Chapter 61G20.3.006, FJLC., for obdowlds acceptance INN Method ties). The product noted above has been Meted arddlOr eva luaied se summarized Mreln to show compliance with the Florida BL*ding Code Seventh EdMm (MO and Is, for the Purpose intended, at least eglNaW to that requited by the Cods. Re ewtrtlon dlhle Prided shall be required followlrq Ilertlnsnl FIwM1UdIq a B1Cods mnDctBeortloM Of reslelOM. Substafrdating Data: EX dnvAV /ga 2"1U3 Ned •24Ga*wtnd S"Storm Permits (HVHZ 8 NoniZ)•, sheets 1d, prepared by Rdipa ng Express, sd 8 sealed by Frank Sennwdo, P.E. W on Integral part of Vis Evalk"mReport 1.40orm settle stnuct" periDrtested mence has been d in accordance with TAB 202 lest dead&Ns per test repmt(a) 8BT-ASS-17.001 by 81eckw@tsr TOERIM, Inc. Laps missile In i ed teststanc i and cyclic baring perforllwMe hes been Mated in accordance wNh TAB 201 and TAS 203 test stwxkwW per test reporks) OBT-A$G•17-001 by BMckwd m Testing, Inc. Structural er inswing cal Wwo law been prepared which wsk*o the product beset Pn compera8va and/or ra Tonal antlyale to gLmkw the kWowhV deep criteria: 1. Maximum Aitowebls Spens 2. M(Mmum AEDweble 8pera 3. Mkdnwm Gees Seperation 4. Anchor SpeoNWg 160 SW 12 AVENUE SUITE 106, 01IRFIILD BRACH, FLORIDA 33442 (954) 354.0660 1(866) 396.9999 TEAM a ENGINEERINGEXPRBSS. CON E NotmalkiNoex►RESS.COM Trrr,.l • Mx. rr. A+K111J ,CAW iv 1n aL" -wNnlw m r ' 0 1• 0 x,vT •. I :.:r4:..e F:, Y,,.. , ' rvr<., ra nrri mnwT rtwxe Mrr xlOrr• Io I.:u�l rAKCn +H"T. Mllln (NIT-____�w•L��IrIM DIHTtC cant' H1L•J„! Irre h::uw. LC'ly.Y14l.�_ IF � a �L L r' xnx'ILftt "• i CwC_-A9-I0R 4U) b I:1 kl M.41N. [SS- i u: I� N 4Nv, 4 v:rL Mon. 6f:•.-, n. H N a.r=11'n WH.LL YlL -rn u rr.. YllrG 'W ..•_.n ,Irlr;INl I"1WALL NOUM SvY'nDN •:DIM �:.Tt1Nt „r7xl 5'MT., eb.r5 M H fi"Lr<RPO H 11u1Y,1J I FW.:lf-5 •A.rY:n'AY- ' � flmf•aBalA _ u A•rRL Ir-J% :.A]Yx iu.wr . VJ M.L Ii'.• MX. N14 \P? rn:.mcl xlz. .vlx4uo-; n1r. ura.I; :♦ Ir:L :. ','YJ,-]AR I '1' IRM:XAl1AH:1 rI1NIMl NH:I ION /'\I: INWI It IRA NI.MI. <:INIM a LAST PANEL© TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE FRONDED W REM HANDLE TO FACILITATE INSTALLATION E MITENDED TO BE 1NSr FROM MS 0E OF STRUCTURE. (I+ - _ : E-Z HUNG STORM PANEL SYSTEM NOTES GIPANEL + Cont- TRACKS TOP a BOTTOM. (2) END PANELS SHALL TTOM 1RACK OTHERWISE A STOP BM SHAU BE BE CONNECTED PROVIDED ATTOPTOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED 10 BOTTOM TRACK, CONNECTION SHIaL CONSIST OF 1/4-0-2Ox3/4- M.S W/ 7/8"On3/32' WING NUT OR 1/4'V/C4 Min. THUMBSCREW INTO TAPPED BOTTOM TRACK, LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTER*R FLAT FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (La. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE, IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSFMIATIONS ONLY VAJD FOR WIND SPEED UP TO 170 mDp h. ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% ircreess in stowable sheee hes been used In the dasipl of Oft product Y Sepwadon from 91sa ft is not roglered for knWMBoM outside of wind zoM 4 sod eaeneel tedttles. Impact R"Istance: LRAM Impect Resistance hem been denvr4vdW es evidenced in previoMly listed test report(y and M accounted for In me Gager sedn0 desipW of this product. Wind Load Restsbrtce Thin produuct hes been demiprlW lormW wired bads a Indicted le #w span echeduN(s) on IRA respec4ve Product Evskmdmu Document (I.E. erlpRnWng drewlnp). Instantoon This product shall be installed in strum compliance with Ns respective Product Evehte6on DocumMd (f.a, enplMeft drawNq), along with at components noted therein. Product components shall be of the ndttal spedW in thel product's reepeo#n Product Evelust on Document 0.9. er4onee hug drawing). Umltadons 6 CondWons of Use: Use of Die product shelf be In Bartel saordana with the reapecifve Product EvsBisllon Document Q.e. snglneaMp dewing) es noted tlsreln. AN supporYng host structures abed be deslpned M resit ON superimposed bads and shall be of a material listed (n thle product's rempecdve anchor schedule. Nast structure conditions which are not sceota lied for In this prMMrA1 respectie anchor schedule 9W be designed for on a shsapodk basis by a nlgimbired mok-w 1 ongh"w. AN components whid1 we penlnowdy installed shot be protected ag@W Corrosion, cadm"*Wpbn, and ether Such derresp at air tYnas. This product hes been designed far Use wNNn and oulelde tit Hg11 Velocity IfOtBmms Zone (HVHZ). Respectfully. V U Oe'1. ,eloww . Frank Bernardo, PE ENOMEERNO E)(PRE89R MPE0046549ICen Auth.9885 160 SW 121- AVENUE SUITE 106, DEERFIELD BRACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEA"a ENGINEERING Exp REEF. cam ENGINtERl NOEXPRSSS. CON i D:4x .>1. azr al xvY:xH _ rYYMK WMIWI::♦(P. L. p $a F :-0 'r+X.4 -w'M +J sa+ll.ra•` 4RL a-4a '"'t •} t�11-LUJ, i •J' •N, �/3 itI • C . M eCR10N x o-ay,n MYYRRJJII 'j e `d VY1I _w"1 HIP9TL- �'' <I".h{V!!�YIIIV2AJ It'y \ 4".• N. •x-'J K'i r •:.D9 h=M4?^'n r•. arr- �, LA ><•,1' Ei1 ,TE of (1 NPIL fAi1lL'. _. dt_ . V':.JJIYd J. fA:I NV./♦1: M YH 1 M � ""' YYYRRRIII fR mwrfTrrw ITK wY VNW N!:: `R Z 4 '1f_rnU •,r _ Y'lIN'IIf NYT' I: fYr.N I'MI ,1st *�HV tPiil+ J :a ....... V'Lr,ILM:: iJrnY'r•'3 - r: 31 :U' Si C8A" TFTh:. y N; KL:iF ilti rf• 'I�:: ' FrNTi• CrI'MI-.i2M•R,1 -a ui2Hy s-Dxl1� R ,Vi :Yli ... CY^CaS Iw:..:n11 ♦. Ixu 1 A'vM:]N1M'a': M..,n.e>::3M..Y'-•: r:-u.+�rrrl no-+•.;,: warr:u?•r AVJKI zr R..IrRLVYMI^' T .'O iYT;,SY.rTY Y...S 4:+:HM..K rA•A Y aT I>n.m ' can•cnra.*r r w'vm' �OMpIN1L 70N80TT0M C10M,u 45TAA Rr[ INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL C1� INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES '-T POL111E0 es"c�RLTes w cIL ANCEyaMT o.a ROIIIIIED. ���••�7,7 1/4-0 TAPCON 1• `6..7 14.1" NO IEJD YEN WOOD WHE11�L l I 1" 14.1• HEX HEAD YEN APICIIDR • 1r ill" OF O.C. `• .. � OF j(4• FROM aEOLM1ED ` / ` / / /�i.• �/4• FROM I` r /r nor I� 1 �} Igk•fo-,•,6� ssN oLn • _.._._ __ _- - 1 J W M w 1• MIN. 12• Ca FL! FAIL.. �. ' _....._ .'I 1 jc• Y0 GASS. i _ _ EX1S'1y�p�� FIWNRIY POP �KSS TD 01115B. l/7'�J Isli'1 POP p/LSJ Y awit �aU�S. [ •.. ) MAX. ,/••.qOn• __.JL_-__._ A el ; ( PANEL LENGSM as D>( IXpre .2�B E I PANEL LENOM e I 1 i... I' WI S-•SlP1A I p _ j 4•P-20N2 TO GLASS. i -A S0a �P� OSFM O "V E I 4 s-20.2- OF -V I I � I IirKa 1 i .. \J t f 1J4'0 TAPCON ANCHOR -41 12' O.C. /4Y TMCON %�_� wowANI210R • it D.C. / CONCRETE ecaiOCN REQUIRED. WeL L.11Q1ItLTItlQ SECTION Q1 SCALE 3/8-1 SCALE 3/8-1" t� # MIN. PANEL 1ENOTN I. INSTALLATION ME ONLY VALID FOR MAX. A.S.O. DESIGN SHALL BE 2'-6' PRESSURE RATING +/- 40.0 p.a.f. AND 6'-0" MAX PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRICTION! WOOD MEMBERS TO BE SOUTHERN FINE No 2. W/ SPECIFIC DENSITY OF 0,53 OR EOUAL. ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ &NON-HVHZ) WIDTH UNLIMITED (PERP. TO PANEL $PAN) � TOP MOUNT (CONN Trp, TYPE AS REQ'D) SECTIONS LWI H WA KERED BO4 20 STITCH OQLTSTSIN1 WINGNOTS FASTENED O 6J 5�2 �qj USe APPROPRIATESPANTABLE),r 7 2 ftAN VIEW aZ BOTTOM MCUNr \ E 1 (CONN TYPE W. \ REQ'0) \ 1 MMY0EAT7 „� 0.375' It OM 1 TYPICAL VERTICAL MOUNBT ELEVATION 1 N.T.S. ELEVATION TOP MOUNT LTA`( (C:cleerTr♦'n. \ r (SPAN ABOVE BOTTOM ., aNT (CONN TYPE AS REQ'D) -oesrRurnoH (LOCATION d Y VARY) 11111 BOTTOM MOUNT (COMO L1Ne% (SPAN BELOW TYPE AS R['Q'D) DESTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED, UP. lC NAL )CI'•-20 STITCH BOLTS WITH WASHERED PROVIDED THAT CONNECTIONS AND ANCHORS ARE USED WHICH SATISFY WINGNUTS FASTENED O SPANS ABOVE B BELOW OBSTRUCTION. OVERLAPS O MIDSMN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 PAN" MS T PANEL SEPARATION FROM AeNIMUM STORM GLIL45 WW40 MEN 4 a ESSENTIAL FACIUTIE IH1vtR S) MAXIMUM DESIGN ALLOWABLE INSTALLATIONS LESS INSTAl1AT10N5 GREATER PRESSURE SPAn haw) Twos aovF 30'A GRADE THAN lO'A40YE ORAOE (A5F1 , -.. _..__-._ •%M _.. ---- ___ ' 150.0 M _-..6.61. �_._ 6.0E M 2.3E M --' - ----1--- a as I a/.•D 130.0 M 6.061n 2.1E M •/45 150.0In 6.06 in 2.16 in •SO / 1SO.ow 6D6M 2.16M ;-5S / O6. M 1 6 6.09 M 2.35 M tl.2N 6Al n._. 2.SlM SPAN bLHtUULt NU I tS: AN WITH NCCIITIva 1. d1TE15p St.H1EDULffi DESIGN LOAD 61AWL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FON USE WITH POSITIVE LOADS LESS TNAf1 OR EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTE/EA9' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ('P-TRACK, STUDDED ANGLE, ETC.). USE 6.2T O.C. PANEL FASTENER SWING TAME VALUES FOR ALL "M- AND'U'-HEADERS (INCLUDING BUILD OUT CONDITIONS). 3. UWAR INTERPOLATION I ETWEEN LOADS S ACCEPTABLE, OTHERWISE USE NEXT KMMIM LOAD. t. TINTER SPAN SCHEDULE Writ POSITIVE DESIGN LOAD TO DETERMINE M N AMP SEPARATION THE OPENING TD BE PROTECTED. I I SC ALLOW FROM 3. SCHEDULE IS REQUIRED FOR USE WITH IR)biT1VE LOADS ONLY. INTERSIC ATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHRR LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE I/VHZ AND OUTSIDE OF RSSENTIAL FACILITIES IN ASTM WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROMM OPENING IS R A . �; MAXIMUM ALLOWABLE ro;In DESIGN PRESSURES: aS NCITED IN DESIGN DESIGN NOTES: s1aHE�uLEs gel POSITIVEWAFNTO NECTATIYE DESIGN PRESSURES CALCULATED SEPARA EENCOp]TrypNEERINGTIN SRCCORRDHALL ANCEEpNWITHN�PER 1 �dlN� I IN ACtb�WETHEABCE 7 AND CHAPTER 1609 OF THE FLORIDA BUiIDLFK C006 SHALL BE LESS THAN p r ra OREQ UA 0WE POSITIVE NATIVE DESIGN VS. PR[%SURE CAPACITY YALUE6 LISTED HEREIN FOR ANY < ASSEMBLY AS 9MOWN. k• +F F1 GENERAL NOTES: TTrHQQS5 SPKIFICATION HAS eeEi DESIGNED AND SHALL BE fABR1CAT W IN fA7+� I ly 'ii ICCOAD/WCL WETN THE ERQQUIREMBNTS OP THE FLORIDA W11DaR0 CODE NNBNTH POLTION (3020POR V5E INfiOt MID OUTSIDE OF THE HVHZ, PER yW1 N O rA5201, lotP1EAMND 2203 AT PROTOCOLt. CONTIIACpTOR SHALL INVESTIGATE fMPPDLYCANDMibHAY H CRtTt0.0U11 L�lVEND A.A BTRATID Ed N NAAY RI a (fl WD[1' NAL SITE D BNG HEERIN0. ! NO 23-11 INCREASE INALIOWALa STRESS HAS REEK USED IN TMR 7H.IOI P. OF THib SYST/EEEM. WPMSrR1AlCTUi1RlECN7MNW tCH 7 It DESIGN GIN R OF RECORD M USED SHHALLLL be RESPONSIBLE OR THE tNTEOgtiY OF ALLSUPPORTING SURFACE TO THIS DESIGN WHOCK ell COORDINATED 9Y THE PERNtTTING CONTRACTOR. "NHL 1. SCPMATC Y1}E•SPECIMC' SOALEO CHGINCCMNa SMALL EC R UMO M $ 1F[ MDEA TO DMATE MO LOApp{{,, DIPLECTIONi, t SPANS CAMPAINeO EEAEIN. CONTACTTHIS E&EER POR ALTERNATE SPAN CALCULATIONS AS ; HAY RE Re . RNO NOT PROWO! a I MSYSI¢A DEfMLED MEt RM IS OCNCRIC OOCS LON FO A SPeCIAILID IC FOR SITEINS CONDITIONSDIFFERENTRICANT ROM ¢I YYY!!! pppff tgo NS 1151111 67EReo 'HE CONDITIONS SHHAALLL M WARE SM SPECIFFICiOOCUMINNTS uQ IRIIN tiRcHt0T6CT 0RR x)NJUNGTtOX LYRM TM35 OOCUMlNT. 1. DESIGN PRESSURES NOTED HEREIN ARE MUD ON MAXIMUM TESTED PES6ULLRyyI��R DI}}V�EIy�D�eELD6�{T�YppARE1.A SAFRJAETY FACTOR, qE Gq/,p s �f1LESR �MWEp 6M IUAL SE µAD DXALL CpTMEFY PM RPRE'SCIFICATIONS Q 7WR iii���� JI C• ~ X1RR.OSWCO; ITN ALUMINUM R ucruMRAw SECROM 7.A {Y THE ALUNINUN A2OCTAA' N. FW1N`L STATE, AND/OR LOOM. { NC., S ANY APPLICABLE LOCAL 1. ALL STORM PAMEIA 5NALL SL 34W STl9L I D.021•. I. STORM IAMtLS SHALL COMPOAM TO AST" A637 4TRYC:TUMLQUAUTY STEEL D00 GALVANIZED COATING WITH A MININUM FY"1t.i ION. A. ALL ALUMINUM IXTRUSIONIF SMALL 9t 4043-T6 ALUMINUM ALLOY, ' INL65f N0T6D O2HERVO@. Q 1. TOP R eOROM ORALIS SHOWN MAY SE 1NTERC HANDED AS FIELD MHOITx1NSDICTATE. PANELANAY DEMOUNTED VERTICALLYOR 4OR12ONTALLY AS APPLICABLE. 2. CONCKSTS MCHMS NOTED Mw6IN SHALL EE EMBNDDED TO ION-CAACKEO CONCRETE ONLY, INSTALL ALL CONCRETE ARCHORb Q ADDITIONAL G4 To"M DOC V Mtlr1' CATION. N A MIN IMUM OF (1) LABEL 1PIOA PRODUCT APPKOVAL NUNSER 20-31543 VISIT W:ALC.10131648 $,© MeT ■ Jj rwrAUPrcw'in.ANP.IeroRnilwawPli LLlLlll MINIMUM ALLOWABLE SPAN SCHEDULE(ALL PAN EL5) 2r iA T elw Anshi tr 1r n 4 4r v Ardh T xr 1I 1 1' 194A 1 fTTIONS0 TO 04 Mr AH. ft N4ALLOWAaE ISMGwenoA NW Cori TAWA OVE Mi NOT Corona• AY TOP OR 9D,'TOH. rAreL LrNatHs llf5 THOU TI,aBe IlOTtO w TAW A9Dvt NI IqT A YCAAME. YwTMO MN J. NON III IXW M MCP N•IM OANlI ILIIaIII N 0•fwTw TMW Tao NO tNAPA OM AR641 gfrecnxe rlouxnNa noel AlalV1. Corinxll !. tFOt a A'DomNPO VAID can cal EUIIAONi M "WARD, Ix TAau A Rom WMtM s , aIOfIAvr, • Nor cam, LDarr rglA.nra WNDmaN6 NFo RtraAAnoN noel awes fR,Atl r r!A OrtAll r u9ro INI ..eOln 1 MMTN ON AaTs AND r • 9DM wITM rAPMI •. IAsu Aaralrs ro eorN ,v1TMOUr sTnCH 1 2"9R AIeLi, Iplt rAL PiIPE9•II.P aR L2r D.r. HIMern ON D"PI IGS, rMl !. n1eLf w. awl M- NINWMIM uGw ON , I or ox41 Tor t I1NY 110 CelOmdl RMOWN IN TMtM aaWlrlflf. p[WM9 DETAIL Il111K:i NOIINn (MIN 1 L OPTIONAL INTERIOR FASTENING DETAIL N.T.S. ADAtCOff FWI� paT rAIMf INSTAIlED 10M INmUa. i r'16 R I•5.5. Raia `P*Ux wcwN4 sates TNw t' ou. Mae HUT► wADMRW WINGMIT oNIrl ox INs1ce RAHY K A".". 1. 114MtM Sf11rW SRUO w/ WALMAN 1i WIMOOM L O.C. I To "'lC ACIT nrlr 1 V t G 9 ONNN T nouxr l RMTYR AS Rtavl eFRen. C04N T,le AS Rt00 EXISTING CONOMia. 1, a law"ANCNOna AT srAONa p IaMF THC HOLLOW fto x oN wow nANtNG -Vt IXYEM IN.K.ON MMCING TWA. a wit rA ADIACENt To MUSS iWito OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING 4 )•2.250•-1 �Ir t0 owl 2.250' y? a• - uu • 1:.: 20.094' 0.750' p 1� z • ace{ u.c 625' 0.094" �.125• 0•.09�" I' i L o N 0 3y, $ g .� in OTYPIL2sn4 IBGA 8$ 4 •aJi• T- 1�' Tro, NI TYP 25 T FO 094'062,'".062:--00E �375"x= �0.125rrP. • ' , �2.y0�•�A�-••IOx.020' 2�' 3.000" 2.000' I.- L 1 W 1 IsA ER IQL'H mac•" J-PNf 0101IIR[ I ,4 1.5L 1,560'L•- +IL560' 530 ].30.3'6M - 7 qq"" 0.176" �rOp 13s•1 0.376'• 12.500" PANEL COVENW E f-� 0.179� 6`'S' 0.19r��(E-I 11.0.655' 0( 190 "11� [ 655 O.Sa5 O' 'isa• D.35a' onsa Loo7• (991 ry� # CQ���L�1(r C .++iAAA•tty I 0.250• ,DwN C 14.875'PAnEL LEn L r ' m 2a. CA. ►AIrL 1 E I1CR6CIZON (0 2 I•'�- 0.ow- �D.040` �2 NAY f �- 0.085 0.70 " .DOS •-I--r o. Nwr.Mrn O.x]s" .its RO.13 N rYp. iYp. ;_1 0,700' G\"lULO-01lT Y TRACK-a1T Y Ta CI �Y MAIM C)-L'mout =Wm°' D.O90' N cast T 0,957' 7 010.376* .•Ile wYtY ,Inn Z N LRC `JL DMlcnon .a•r 'F•1., _i Pivl ri-I.co' 0.125 �-N''gN O $ p INTIw ^•r•.::r li' n Ace'/' ANG£ - IIGCK TENnml �lLE A:VWI MF•:H: 1G00" nH.:✓uJ rl r. L. nHarl Ui 7r^E OVERIAP n 1 .25" MAX. t, iSiy[[il 4'MAX, /� I3xwmOlPRUP6 uTAe I#B V- O.lW' xlrlTr: J•:7: /�.2SMAXof . a -K+2N7r'T- .IT:•Tfif4 .r'•:I.^.'� „trnY c a`M.Ix2..V. BUILD•OUT >, :.,er:" ♦. ..r W DISTAnce `}:•J••rsTa.YSr,T- IIOIIMIIffANRrIf 1 I D Nrv. Y'" IRA l M>=v1 I, I,I<Y Y_[+: 'u;IL'Hk n., M" r., �Vit•M:JiL't•_-M:: a: •al Gh J:', _4'•: I"I•.♦::9 O ,.Hal^�>: ..;• 1'•'1a.1•J /Ilr an l: rJ:: IN:.xsJlv;.w.n . EFEED 1 MtgJ,'. NIS]:URFA21 :a1•,iRlV-: :r P.T iRRM•1••1: :DID1.2 r:n.T, •': ' 1,000' IJ4.^.I �wNOC. CR A14A1^." At'M'AMr.J'!r; , OVERLAP : a,Jlll••OHu 3,B2D' MAX. �.25"MAX /ZNIIIIWIIII Nalxl l: llW Mr I1rIN1 4:ALHp sr ,r;f v' N.r.9. MIN 1 •1 TV.. MIN. f6 ■■ +. 1 I,r•L .n .V ltt 2 JL>'l1A >t EI C 8 y' WY',r`ga S.S00- L1 A'. NW YI: •+ L+Ai -, nJ•a 4* MAX. , MIN. ,�„ 1..� ,.nli uii JET °<v r<'m.�•.�rM�r-• .'MLLL Al wwfA eLoauat DErN1 t - ar •.'ern _' o _ a, I! D rRAP� NouNTcwwnE�Er�y� ","•�-rn r.Tv �$E8 N.T.A N ANCHOR SPACING SCHEDULE: 24 GAUGE PAWLS, PANeL/ASrENERS O 12, 5. O.C. 2.5" EWE DISTANCE .I, car or xSPAN ANCHOR p III") Typ[ UP TO ''O• I VAN Up To r-r am UP To le-101 CONN TYPE Cl C2 03 C4 4:DNM 1Y►E CDMR Typo CJ C3 CJ W CI C2 p C4 1 .1.7 MOLD 9 DIWAtT U'TMCON 41 �.. Nv . •.Tr: 40 M.•y..IN.� 52 71 2. ' 16. 14.7" 9.9 12.5' 16,0" Lox 6.9 I2.S" 16.0" 9.1 6.1 12,5' 16,0" 74r• 90" SLS" 16.0" 9.2" as' 12.5" 16.0" at" 5.5" u.T 12.E' 19 faL 16.a' ace• s a ace` lx i" f60' r!' 12.1 1a.D'• at' f.1 I2.1 S4• 1a !^ 1f 0' i1' la.D" ar S,4' s.s- 12.T' ]6.tl' al !.r .r 60 9.r 11 3 5.r 1t Y' 16.0- ar S.4" 11'P I-. • 1NMIU 37 V OLNALT Ul7RKON 41 4E III 92 72 13S' 1■ la if Iles Sf 0' 35.0 " l e 12.E 2 1 .D' ] .4•, i 1 2D. r, 0' a ' •D^ 12 .r• f .g w 0 1 ]S. .' 1 s1.r' Si.3 a s. " I3.r 16.0• u.9' 9.r• 13.5' ]f. far 11. iLS' 16.0" 11. ' 9.! It.t i6,0 It.9' 9.3 13 .5" Saa' il.r' as" ILL" lace' LE 9.r 12.1" ISO' ILA" ace" q /'.r!rHNNrD 3t � IOINT9I000 ft/ 44 46 q,� * qI� 52 trL� 1:.r' 14.a• Ica' 1e.a' l:.r• ]e.o^ 16.7" u.4" u,r' 1e.o- 34.0• IL A" 12:5' Lao" Ica' Tess" 13d" l6.0" 11.4 10.6 1.!" 10.0" LY.7" 50.1" 12. T' z, • 1 r ]6.a• J4,W: 1 ' 14,4" as 13.7' 2. ' 1 r It.!" 16.D" li.!" 1:.5^ ]a.e" lx.r' 10,0" I1.5" 1e.6" 12.1. 16.0" 1a.r Ma" Lo.e" 2 ., .14, lI A.r111A 11 f N X 52 W.A, ]e. 19. • M01 16.a• ]R. 16. 11.R 10G' 1f.0' ] !" LI 0' 15.7- 14,2' /2.f•' 4' 12.5" 19.0 1 .D" 10.0. is"I'll 11.3" 12.5' fog' fag' 2.. 1' 12. S" 14.0" ace" 11 2' 13.7' 16.0. 15-!" 11.2" 12,5 16.tl• 1aa• 13.01' IL 16.0' 1 S" I1.2" 11.5" 16.0' 2.4M Boas DLSTANa L+ g a3C.i•tNT MOW A III VIN 1111 INMUM •1 48 92 A2S' a3r' aces 20.7' E, 3• 7I" ace" 1 ' .1 so as a ]a.7" 6.1s^ 11]' a1S" as, alb ess• lD3 9.4" l .1- INNID / v 23 11-411111N . 41 48 62 7 Ia. 12. r" 4.25' a2S' 25. 1I.671 SZ.S" 11.7" 10,r` 3. 1E.0" ).e• T.7" 15.6" 7": S.6' au" 0.31 a2S" 11, .. A3.. il.!" 1H./. I 6.25" L0.9"a2S " il• La, A.la• 4.a'. 9.7' . I2.0' •P' 4.a" 1 1/1'r .-Ike IMMM) 33 tic 6A.TMC6N 41 46 1>-•.rw St iz.Y' 13.5' ai' !.0' „ a ^ 4.c e.2S f 7 4.a f0 1 OaF, I .7. 4.7• a6" alS, 1a.1" 4. " .a' axs` I/4". r7.'rlMro 33 ALL ,ODR9 WltO SE 4Y y� 44 D�( 1pT b2 Q'TmaY J2 a2. S• 1SU%14.!•' II.r 1.3- f6.0" Ex. 7:0'• 12.!" 16.01 o.," ,.0•' 32.5' i6.tl' 1L7' AI" 1""' IU 7.9- a3" 12,S" 16,0- 7:6" 6,3" 1a 91 1atl' 9,7• Ill' L2.5" 16.0" 7,7" 6.2" /2.S" 16.0" 7.7" 613" 1 .S" 18.a' a9' Ira• 7.r^ 7.2' 6.1` 11.E" SI.a" 16.0'• 1 16.0" T.7" 6.2" 12.5" a2" L2.5" 16.D• 7.7' 6.1 16.D• 7,T` LY' 11,4', L. U4, MAEO 73 IIHWNI,AMII MAIr 41 N ai , 2 12.r' 1aa' a1• .9" SIT' 11.5" 4.4" .t" 6. S' 10.3• 4.D" 3.7" 12.5' 13.4" 5.2' 4,B ' 6 S" 2 9,3" 3.6" a1 _ " S 04' 36' 3.3" 6.2T' 11.5' 4.1• a1' a25" 3.51• 3.3" 9.2" AS- 3,3" e.2r• 92 ]]' 3.]' 8.35" air' 0.2'• O.I" 7.!" 9.2•• 625" 7.7" a1b' 0.2" IS* 3.3" f.1" 3.S' 3.7- 8 4- WOO DISTANCE n 9 MAN Diane AMCNOII ►aeWRL Ir ''r 1:1A P Ir-1r cee TYPS tort Tres Cl C2 O C4 G CI C C4 tXfNr me cl Cl C3 C. 4•ar INRW Y 77 IAII W:.rW •1 22 fl r2 L .5' 1 6.tl• 16,0' 109" 2S16.01111.4.011M. 1 12.5 16.0.16,01• 6.7. L xr ] 1e 0' as aR' 12. T' 160' 1S 0" 61' 12.T' 10.0']1 e' 60" 1 2 S la U7' 6.0• 12. 16.0. 317' 60" L2 S ' 12 s• 1A Lao Mal '147"e sv Is IT' D 12 T'16.a•141- IS 0" I47• sD e,D fir 12V fah 1.r' fD• fe 0'14 T'00" 11.1 R 1 Lir MOW 33 W60Df0 4 RIW 1 K PN4Kw�.�. a.� ,,.. �O. yM•wwwwu.rr 72 7 2 1 2 S 1 0.0rSao, 10,1 12.5•' 16.0•• 121" 7.0• 1251 16.0" 20.e • 6.2" l2 .T, 36.01, 14.2 a1' 12.5' 1 6.0" 9.7" /.6• 12.71 36.0' A7" L6" L2. I. - 12 .r' 7 B,tl' SLO f O.a il.t' 6.a' 1 9 6" 7.0 12. 1' 3.T•' a i 5.6' 12 .S' 16.0• Lela' 16.0" 9. ' S.6• 4 ■.a' 3A• 9.6" 5.6' 12.5• LIS" 12,S' 16.0• 9,6" $.a' 16. • 9.6• 5.0" 0 16.0' 4" S.6" a L4'. t-14 MRCa 1 7! TAP oar•cPAs• a y 4B T f�IORIWOR� 52 72 L .S' tz.T• N 12,5' 11.5' 6 .a Sao 1aa' sr 16. 114 76.a' 10, b' 7 4.a' GA.- 2. 12.r• 12.6' 12.5' S2.S' 1 6.0" Ls.o" 16.0•• MIT. 11. t. T' 9a'• u.T• 9,1" 12.5' 9.1" 12.5' 16.0 10.E 1a0- a2• ISIS ]6.0" 9.1• 16.01 0.1• 1 •.'r I J Alnlx xM • 1 1 .AM. 1 Vro00 tusxale A `* ai ,z 1 1 1 J• .7• 1. lz. • Ica TO• !.P 1 : r 12 S' 44' 41" az5' 12.4. 4.r• 41• 1x.S' S, r S,9" 7 .0" a2T 1 2I' 4.7' 1.0` S' 2 12A 4.7' 4.0' 17P l4.1'• ai' A7' 4.25 113 4.7" • a2f iLl a7" 40 IBM 32.r 41" 10' aZS' 12. t' 32. ]" 1. T" ANCHOR NOTES: I ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES M A SPANS AND PRESSURES INDICATED MAX MUM ALLOWABLE ANCHOR SPACING. MAXI UM ALLOWABLE IN SPAN SCHEDULE MULL APPLY. 2. ENTER ANCHOR SCHEDULE SASEDON PANEL FA51ENER SPACING, THE EXISTING STRUCTURE MATERIAL, a ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN O SN AN PAN GREATER THAN ORE TO SHUTTER SPM.SELECT LOAD N UTTER BASED AP GREA E CONDITION CONNECTION TYPE BARED ON APPROPRIATE MOUNTING OOMDjTII;HI (BEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE)• 3. •PANEL FASTENERS ARE STUDS USED IN COONIUNCTION WITH ALL MOUNTING EXTRUSIONS PANEL FASTENER SPACING TABLE VALUES FOR ( TRACX, STUDDED ANGLE, ETC.). USE 6.IS" 0 C e ALL'H'-AND'U'-HEALERS (INCLUDING INCLUO NG BUtAOUT COrrCIT10f15). 4, AN(2NJR5 SHALL BE 845TALLED IN ACCORDANCE WRM MMIUFACTURERS' RECOMMENDATIONS, S. hIOLLOW BLOCK HOST STRUCTURE SH ALLCONFORM TO ASTM C90 elOdK, 6. NONIMUM EM RONWi SHALL all AS NOT®IN ANCHO SCHEDULE. 7. NU EM E AN E TANCE EXCLUDES STUCCO POAM BRICK AND OTHER WALL ORES. M D SHEM AND OL5 FINISHES. WALL FINISHED SHALL BE LIMITED TO 1/4• NA% OR SHALLBE VERIFIED 6Y OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. S. CONCRETE ANC HORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. G. WHERE EXISTING STRUCTURE S WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD S ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENERSMALL DE LOCATED IN CENTER OF NOMINAL 2' X 4• (MIN.) WOOD STUD ('/4' EDGE DISTANCE IS ACCEPTABIE F00. WOOD FRAMING). WOOD STUD SHALL BE *SOUTHERN PINE•G"0.550R GREATER DEN6ITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX WAD. IL RIMOVAM,E ANCHORS ARE: DeWALT PANELMATE, ALL-FOWT� SOLID -SET B BRASS BUSHING. It. MACHINE SCREWS SHALL HAVE 1/2' MINIMJM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE ETHER A PAN HEAD TRUSS HEAD OR WAFER HEAD (SIDEWALK bidn U.N,O 13, MINIMUM EMBEDMEM AND EDGE DI57IINCE D(CLUD�S STM 01, OTHER WALL Ell SHE6. 14.Ir DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 15 DIRECT MOUNTING CONDITIONS. 16 UNEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET, 20-3 Nil i cn -Cu O '~ C >✓ (� � M O c � Q CID O CU LL_ O^' CIO .=+ `/ E W O 2 CU /��� Q N �- 0 ti O mN � U_ � �vN^`1 0• N � Q m 6- H ti rn I //�Ef�` �7�L1�✓�` L� ` •- ' L�� 'J - - C y Q _ 0 0 U a V 0 ui CIO-6-0 W C/^J I ICU O L U) I� CD U CIO O ^^L n- ICU a• n LU Q Z Z a SHEET NO. SH 1.5� 1 13P.- q0s Lem or Aoa,ea LL c- 5ln9le � L�+,e,17�ys�p &.kr5�T8L A6bmF4 sy uwe