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HomeMy WebLinkAbout38746 Vulcan Cir12 5 i --- L____� FRONT ELEVATION 1 /4II e 11 oil REAR ELEVATION 1/4II _ 11 oil RIGHT ELEVATION 1/411 = 11 OII THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, 5UT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY' TO THE CONSTRUCTION lSi.,'� I l;iiu .!, 1 i10.C1111rlI tj7 1 "` �/ pltr' WALL HEIGN 14'0" TOP OF OP INGS 12'0" /-1 FINISH FLOOR O'O" TOP OF OPENINGS 8'O" FINISH FLOOR O'O" TOP OF WINDOW OPENING 8'0" TOP OF DOOR VPEN1Ni9 6 8 FINISH FLOOR 0'0" C C b _2' 4 2' 411 FLOOR PLAN 1/411 = 11 Oil ALL EXTERIOR WALLS ACT AS SHEAR WALLS LEFT ELEVATION 1/411 = 11 OII TOP OF OPENINCsS 8'O" FINISH FLOOR O'O" h I HEREOT CRc; THAT Av EYIEWEfS• TlS1TACNED DE51GN8 AN1'J FOUND IT T PLIAfj,'1 i H CHAPTER I&' 5ECTION AF THr_ FLORIDA MILDI"G deb -AND A5CE 1-10 FOR 1 SPEED RISK CATEGORT 11; D•HE ENTIRE 2010 FLOR LDING CODARE31DENTIAL; ew T.L. HA50N'Ev8654 P.O. BOX 1 i?8a L3A�C47 T 3352h m zu In fu Z fu z m 0 ul 0 0 0 z o0 z m L, >M In H U Qm W D W OIUn� XX QLL a n0 Z (p N Q 01 N F 2N o Ui m ju In Ix mL �o o.. 03 1A m w p z o" U � Z � , IL LU .0 zZ OU O fz wlu + � •Q z �Z o� m v • N z 4 4� c� iQ 4 '� Mn LU l L Lu TOTAL AREA 1240 .$0, FT, anorol ROOF TIRU55 PLAN 1/411 _ 11 O11 STUD SPACING L- BRACING NO L-BRACING (1) 2 X 4 L BRACING (2) 2 X 4 L BRACING (2) 2 X (o L BRACING 16" O'-O" TO 4'S" 4'-b" TO 8'O" S'O"- 12'O" 12'0" TO ho' 24" O'—O" TO 410" 410" TO '110" l'O" TO 10'0" 10'0" TO 14'0" 2X4 ANGLE BRACING AT 48" OC ALONG GABLE END WITH (6) 16D NAILS AT EACH END 3' O" OC TRU55 5PACING NOTE: NO L BRACING REQUIRED WHEN PEAK OF GABLE IS 4'0" OR LE88 "L" BRACING TO EXTEND ,AT LEAST 90 OF WEB LENGTH ( SEE TABLE ABOVE ) 2X4 02 PINE NAILED TO WEBS _OF TRU55 WITH (2) 16D NAILS_ AND (2) 16D NAIL FROM ANGLE BRACE 11 WOOD WALL IX4 LATERIAL BRACING G45LE END 5RAC ING-c DETAIL N, T. S. THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION 31' Q" ------------------------------------------------------------------------------------------------ FOUNDATION FLAN 1/4 = 11 011 APPROVED PRODCUT LIST STATE FL. PRODCUT CATEGORY SUB CATEGORY MANUFACTURER APPROVV AL STRUCTURAL COMPONET HIO SIMPSON FL 104$6 STRUCTURAL COMPONET WALL ANCHORS THREADED ROD N/A ROOFING 26 GA PBR PANEL CORRIGATED IND FL 8214,1 SOFFIT t FASCIA TRIM SOFFIT AMERICAN CONSTRUCTION METALS FL 12019.1 SINGLE HUNG WINDOWS NON IMPACT PGT INDUSTRIES FL 239.1 EXTERIOR DOORS SWINGING PLAST PRO FL 1522L1 EXTERIOR DOORS GARAGE CLOPAY FL 8684,3 O 0 41ia 111 l I HE k"RTI,, TKIIA�° I� I1 Rt`ufF�NED THE ATTACHED 16 ON 609aYS�p IT TO f i3E IN (s %LING COPE ANC) ` RIDA I 1-lgY ' 138 MPH SPEED I K CATE_U'X 11 AND THE ENTIRE 2CR9 ORIDA BUILDING CODE RE81� 1laaL NO. 38664 �li ` No Y, PL 33526 ZQ Z m to L9 o m 0 oz L9 Z ul A aN ON Ll:r� m tD In ® UN 1.11 �m- L0 W o a o no < 0�1 N m P w TN ui m :jw W ix Nu mo 0. m a� ut r m S Z z G cf; cs � wN m m w wz o cf 7 N z o ;, °' z UZI w ® N m W 4 0 Z 0 4 � 0 �- O , 1/- _a d uj N- N, NO .r TOTAL AREA 1240 SQ, FT. 20F3 p GENER,4L NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2010 FLORIDA BUILDING CODE AND THE 2010 FLORIDA BUILDING CODE - RESIDENTIAL. T.L. HAN50N A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: FLOORS: GARAGE SLAB: LIVE LOAD - 40 P.S.F, LIVE LOAD - 50 P.S.F. DEAD LOAD - 10 P.S.F. DEAD LOAD - 10 P.S.F. ROOF: LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F. DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F. ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S.F. WIND. BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31, PER 2010 FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R301.2.1.1. AND 2010 FLORIDA BUILDING CODE SECTION 1609.1.E WIND DESIGN ASSUMPTIONS: BUILDING EXPOSURE - B BUILDING RISK CATEGORY - II MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT - 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT - +/- 0.16 WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL BE TYPE V CONSTRUCTION PER FBC 602.5 SOIL BEARING 4 COMPACTION: COMPONENT 4 CLADDING WIND LOADS ALL OTHER BUILDING ROOF OVERHANG COMPONENT ZONE LOADS LOADS I N/A +32,3/-35,3 2 -65.1 +32,3/-56,2 3 -110AP +32,3/-OS,0 4 N/A +35,3/-38.2 5 N/A +35,3/-41,2 THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE 501L BEARING CAPACITY OF 2,000 P•5.F, (MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE 501L ON THE SITE 15 PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P,S.F, FOUNDATION LOADING, T.L. HANSON; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION 51TE NOR PERFORMING ANY SOIL TESTING, T.L. HANSON SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT THE BUILDING LOADS. FOUNDATIONS 4 SLAB -ON -GRADE: BUILDING 51TE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING. SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY COMPACTED AND TERMITE POISONED SOIL, CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.5.1, REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A-615, LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR 05 REBAR, 30" FOR "6 REBAR 4 35" FOR "1 REBAR. PLANS ARE ENGINEERED FOR A MAXIMUM 5TEMWALL HEIGHT OF 4 COURSES (AFTER FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT 5TEMWALL HEIGHT BASED UPON 51TE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED, A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS, ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED MATERIALS INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T. PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED MAXIMUM 24" OC, WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT GARAGE TO HAVE MINIMUM R-11 INSULATION SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE SHALL STATE (PER FBC R318): "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." IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTIONS R318.1 THROUGH R318,1 DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. (PER FBC R318) INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING 4 COMPACTION ARE COMPLETE (PER FBC R318), ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED (INCLUDING ANY BOXED OR FORMED AREAS) - (PER FBC R318). BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT. (PER FBC R318) A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION, IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT SHALL BE REQUIRED (PER FBC R318). ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT (PER FBC R318), EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS (PER FBC R318). AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE VERTICAL BARRIER 15 APPLIED, SHALL BE RE -TREATED. (PER FBC R318) CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE BUILDING SIDEWALLS (PER FBC R318). AFTER ALL WORK 15 COMPLETED, ANY L005E WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 12 INCHES OF THE BUILDING, THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS. (PER FBC R318) THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS FINISHES LE55 THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS (PER FBC R104), TRUSSES: IF THE CONTRACTOR, TRU55 MANUFACTURER OR ANY OTHER DESIGN PROFE551ONAL5 REVISE THE TRU65 SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS T. L. HAN50N 4 ASSOCIATES IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT. EXTERIOR WINDOWS 4 DOOR ASSEMBLIES: ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/152 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY, ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING 51,155TRATE. INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS TO ACHEIVE THE DESIGN PRE55URE5 SPECIFIED. SAFETY GLAZING: THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308: (U GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES, (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING 15 LESS T AN 60 INCHES ABOVE THE DRAIN INLET. i3) ILAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A C�05ED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FINISHED FLOOR OR WALKING SURFACE. (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS: A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN S SQ, FT. B) BOTTOM EDGE LE65 THAN 18 INCHES A80VE THE FLOOR. C) TOP EDGE GREATER THAN 36 INCHE5 ABOVE THE FLOOR, D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING, REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R305 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING. 51.00' b1.00' 0 0 o 1' 6" 12' 6" 23' 6" 1' 6" O SHED 0 PROPOSED GARAGE O 0 CARPORT MOBILE HOME s 10' O" 31' 0" 10101. i a W a 51.00 THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WIH NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION 51,00 VULCAN CIRCLE ---------------- SITE PLAN I" = 20'0' w ENGINEERED ROOF TRUSSES 10 3611 OC iX4 02 PINE LATERAL BRACING ATTACHED TO BOTTOM CORD OF TRUSS 6 24" OC WITH (2) ICE) NAILS 2X4 02 PINE PURLINS a 3611 OC ATTACHED TO TOP CORD OF TRUSSES WITH (2) 16D NAILS 26 aA PBR METAL ROOF PANEL5 5ECURED TO PURLINS PER MANUFACTURES SPECIFICATIONS DOUBLE 2X6 02 SPRUCE TOP PLATE DOUBLE 2X12 02 PINE BOXED BEAM WITH 2X6 02 PINE AT TOP AND BOTTOM NAILED 6ia OC WITH 12D NAILS ABOVE ALL OPENINGS 2X6 02 SPRUCE STUDS SPACED 16" OC 4" MONO SLAB WITH 6/6 10/10 WIRE MESH OR FIBER MESH OVER 6 MILL VISQUEEN, CLEAN COMPACT TERMITE TREATED FILL SINGLE 2Xro P.T. BOTTOM PLATE 10"X20" FOOTING WITH (3) 05 REBAR ON CHAIRS Q SIMPSON H10 CLIP AT ALL ROOF TRUSSES TO WOOD WALLS, FILL NAIL HOLES WITH IODX 1 1/2" NAILS 2X4 WOOD SUB FASCIA WITH ALUMINUM SOFFIT AND FASCIA 1/16" OSB SHEATHING NAILED 3" OC ON TOP AND BOTTOM PLATES AND 611 OC ON STUDS. COVER SHEATHING WITH TYVEK HOUSE WRAP AND VINYL LAP SIDING PER MANUFACTURES SPECIFICATIONS 1/2" 430-I ALL THREAD ROD LOCATIONS WITH 5/SIIX-V REDHEAD EXPANSION (1/21fBOLT SIZE) IN SLAB AT BOTTOM, USE 1/2" COUPLING NUT TO SECURE ROD TO EXPANSION BOLT. ROD TO EXTEND THROUGH TOP PLATE WITH 1/2"X211X2" SQUARE WASHER AND NUT AT TOP, PLACE RODS AT EACH SIDE OF ALL OPENINGS, AT CORNERS AND SPACED MAXIMUM 6'0" OC GRADE O '05 VERTICAL REBAR AT ALL CORNERS AND 11 all SPACE 4a" OC WITH CELLS POURED SOLID -*1 4 5UILDING CUT SECTION DETAIL NOT TO SCALE e1 li: g$a5' sFrt a� 4 I HEREBY C THAT I HAVE REDJED:WTTACHED DESIGN6 ALJ�ND IT 14(13 0� ��''LIAj 2 t11FTH CHAPTER 16, 5ECT101_1 OF THE FLORYBEIILDING ME AND ASCE 1-10 FOR I= MPW SPEED R15K CATEGORY q AN=THE ENTIRE 2010 FLOREAbC1IL/D_ING COD*RESIDENTIAL; T.L. P.O. m In Z�NN z z vi m 0 ® 00 0II^ Z ON >-n Z 5 ®W� HI u E m z W L W .� 0 A U >n 0 n0 ZQ mf m _ fU In I- w T N Inm . Quu j W jX a) LL mLL 0 m in 11.1 0X m m `o W Z Z Z z z 0 z 0 „V U '< W U zz a _j _j 111 i N �z ~ t— •0 z l5 U w m ® N :n m Q z Q N m 1 � � O Q � z Q Q O U- Q 0— O uj V z 'N t l O O Y TOTAL AREA 1240 SQ, ET, FG 30F3 r ,3 x r �ki 7 a Ku SfetB of Fl a[Id0 C.Q.A. ROOF FASTENER azs�7a QgisoLealLtt (#14 x 7/a" S.D. SCREW s Q AT 20O/C). 4,a 3/8" MASTIC � t ,. lr E N &W a a No.44. 3Art ` a STAT&OF D.- s• °e PANEL SIDE LAP aaizfi et Itl at PP 2 0 2012 ABOVE FASTENER PATTERNS ARE SUGGESTED MINIMUM_ A RESIGN PROFESSIONAL SHALL SPECIFY THE APPROPRIATE FASTENER PATTERN AND ANALYZE PANEL FASTENERS FOR PULLOUT AND PULLOVER. 5tf8.iECT TO CHANGE WITHOUT NOTICE www.metairoofandwalls-Com - EFFECTIVE MAY 1, 2000 Rrj-8 CORRUGATED INDUSTRIES OF FLORIDA, INC. 26 GA. PBR ROOF PANEL 26 Gauge PBR SPAN IN FEET SPAN LOAD TYPE 2.0 2.5 3.0 3.4 4.0 4.5 5.0 5.5 6.0 . -TYPE NEGATIVE WIND LOAD 221.0 141 A 89.7 61.6 37-3 26.5 19.4 14.6 112 SINGLE POSITIVE YVINDlLIVE LOAD 159.8 103.0 71.6 55.7 38.5 27.0 19.7 14.8 11.4 NEGATIVE WIND LOAD 161.0 103.0 71.6 55] 40.3 31.8 25.8 21.3 17.9 2-SPAN _ POSITIVE WINDILIVE LOAD 125.5 100.4 70.3 55.0 39.9 31.6 25.6 21.2 17.8 NEGATNE WWD LOAD 201.3 128.8 89.4 69.6 5D.3 3U 32:2 26.6 21.2 3SPAN POSITIVE WINDILIVE LOAD 142-7 1 114A 87.3 68.3 49.6 39.3 31.9 26,4 21.5 NEGATIVE WIND LOAD 187.9 120.3 a3.5 65.0 47.0 37.1 50.0 24.8 20.9 4-SPAN POSITIVE WINDILIVE LOAD 137.3 109.8 81.7 63.9 46,4 36.7 60.0 24] 20.8 NOTES: I) Section properties and allowable bads were computed in accordance with the 2007 edition of the North American Specification For Design of Cold -Formed Steel Structural Members. 2) Allowable loads are based on uniform span lengths, Material thickness = 0.01115", Design this = 0.0176", Fy = 80 ksi but reduced to 60 ksl for design per AISI. 3) LIVE LOAD is Limited by bending, shear, combined shear & bending and web crippling and deflection of U180. 4) NEGATIVE WIND LOAD is limited by bending, shear, combined shear and bending and deflection of U780. 5) NEGATIVE WIND LOAD does not consider fastener pullout & pullover. Connection to framing must be evaluated for fastener pullout & pullover. 6) The weight of the panel has not been deducted from the allowable loads. 7) Panel Tested per ASTM El592-01, Report t106-0074T-09, 4 Spans Q 6-0" by Force Engineering & Testing, Inc. 8) Load Table by Face Engineering & Testing, Inc. _ Valium ee+ •'�� j�fRa m � •ses•'� V' 'f APR 2 0 201 FL# 5214.1 R5 Compliance Statement: Product Description: Panel Material/Standards Panel Dimension(s): Panel Fastener: Substrate Description Design Pressures: FL# 5214.1 R5 UForce Engineering & Testing Inc. ' 19530 Ramblewood Drive u Huinble,TX 77338 Product Evaluation Report CORRUGATED INDUSTRIES OF FLORIDA, INC. 26 Ga. PBR Roof Panel over open framing Florida Product Approval # .52:14. 1 R5 Florida Building Code 2010 Per Rule 9N-3 Method: 1-D Category: Structural Components Subcategory: Roof Deck Compliance Method: 9N-3.005(1)(d) NON HVHZ Product Manufacturer: Corrugated Industries of Florida, Inc. 192D US Highway 301 North Tampa, FL 33619 Enalneer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 1920 Validator: Shawn G. Collins, P.E. Architectural Testing, Inc. 2250 Massaro Blvd Tampa, FL 33619 Contents: Evaluation Report Pages 1 -- 4 ,,tt{1111�4rr,� N•C E, F- C E NSF" y W. 4442: K► • STATE OF F` �0,ei, i0P,IpA 4.1 April 20, 2012 Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 The product as described in this report has demonstrated compliance with the Florida Building Code 2010, Sections 1504.3.2, 1504.7. PER Roof Panel, 26 Ga. Steel, 36" Wide, through fastened structural roof panel. Structural Application. Material: 26 Ga. Steel. Material shall conform to Florida Building Code 2010 Section 1507.4.3. Yield Strength: Min. 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2010, Section 1507.4.3. Thickness: 0.0185" min. Width: 36" Rib Height: 1-1/4" major rib at 12" O.C. Panel Rollformer: Bradbury Co. Rollformer #12-14 x 1-1/4" HWH SD with sealing washing or approved equal at 12"-12"-12" fastener pattern- Panel side laps fastened together w/'/-14 x 7/8" HWH SD w/ sealer washer at 20" O.C. Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6, 1507.4.4 Min. 16 Ga. Steel Framing. Must be designed in accordance w/ Florida Building Code 2010. Table "A" Maximum Design Pressure: -50.0 psf +60.0 psf Fastener Pattern: 12"-12"-12" 12"-12"-12" Fastener Spacing: 5'-0" O.C. 5'-o" O.C. *Design Pressure includes a Safety Factor= 2.0. *See Load Table for additional design pressures. ♦``tt41L11r111,fI e>> E N,C N l y IVo.4442� �- a . STATE OF 3' O O p 4,r R 1 te�*0�rlLtf►9 April 20, 2012 n Force Engineering & Testing Inc. 19530 RamblewoodDrive HUAnble,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2010, Section 1504.3.2, 1504.7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2010, as relates to Rule 9N-3, Performance Standards: The product described herein has demonstrated compliance with: ■ ASTM E 1592-01Test method for structural performance ofsheet metal roof and siding systems by uniform static air pressure difference. ■ FM 4471, Section 4.4 - Foot Traffic Resistance Test- Reference Data: 1. ASTM E 1592-01 Force Engineering & Testing, Inc. (FBC Organization #TST-53281 Report No. 06-0074T-009E, F dated 04/14/2009 2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing; Inc, (FBC Organization # TST-5328) Report No. 06-0082T-12A, Dated 04/19/2012 3. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization # ANE ID: 1920) Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3,005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2010, including Section 1507.4.2 and in accordance with Manufacturers recommendations. Forslopes less than 3:12, lap sealant must be used in the panel side laps, Installation: Install per manufacturer's recommended details. Insulation: Manufacturer's approved product (Optional) Roof Panel Fire Classification: Fire classification is not part ofthis acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. j,`ytlt<IIrr1E��ff ZI .b Na 449% STATE OF aSsrfa lrr� �� Iq 1 L f { t -* FL# 5214.1 R5 April 20, 2012 Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2010 for roof cladding wind loads- These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2010 Chapter 22 for steel, and Chapter 16 for structural loading. FL# 5214.1 R5 ��`�!�•C E• E. tv j r STATE OF oR1 ID :lr a7�11►''1 itp, April 20, 2012 r "Mo �522y�r _ all OR 5. 1� ;nos 3r.7i, t�•£;Pei t.?s* y`sl v`! t. v. r I t #Ida r °1d(d"mAf�fr r 1 ; 1 satifes i,r,F .`'rq:4+T .ta.$ �r",a .L 4; j II r •f Lll {ill .l I t 1 i 1 I tJ � '�lLi T i 1 1 I I fkl •1IIt .I l tl Hs r1 G111' 111 lit _rr„of1,Ef17? iFor)slructUi!':�t'-''ti11 r5llttt:S 11a f3..i:'I'.I. th rg 1. a"H'vs+ t^t.?r:tit Ih;rrl -. _. i -.3 •�t ,,.-. I _[ '}•[i 1 ilil lei• .. :: _ r-t t.: rin �r t '•v . t �I Il..a +7 rx 1 Fl `rv:kr:l ;il�Ch _rs a 3U i;:-a ,-1; SipiNd ;fBa{ K':ra;;3•a :,...rt 'v'I, 'L 1'-1xl,: �s.-- v ., .1 -- '•: t , { i' - Y I �• Ir ' I I 1 r - .rJ 11, K,'. . :1'd _t .. I:'ii•y j iv ..- i 1. ,nit r .f.. t rv..1.11)1 H,{',3 � i- 1 �, 4. fdir;i' 1J :! } i l i I .3 �,)1,,{nc':m.l'•SiJtsari {f7 V{':C1:,I I'bsk;ki, Ir -4 .'Ia"';a 1t11 Ln.{. },:It11 .. ri^.'ll t•, ,i �' 1 1 iI}1 n It r I I aBC, 11 Ill ' I{ ,. .r-. unity srtoll ✓r .:; %11 1= ,i r.. •3., ^.n �:I:LcI nlutarl.;;" ,r,n '- Ir:r., .t. :IL''•'t . ... l ll �• . nor -, b,jc- un FtIt r,,(, it t.Cc rL ° 5, r r ih_ _ - t hTa.l t t . _ _ _ �iiri 1h1111'.!rt tt1 r ( 11 a It ^t I nl I I 6 s -arViy,LLI'.zhl._,1,.,<:I' pn.,_a>vKw�tvL •Li-,?I.:t1IF,s..f.. - I 11L7tc, r -r.------ -- 1 I 1. - SNt•kT N G dFUfti k Fed I 1 I F n r s' r � ll k r r t i, I i 1 P e zr ' I. r rl}r,',tlll�' f Ill 1 .... _.'. .. ...:...... _....._-:^5 t• , .. 1 ! �,I .._.._. __.._.. ..a n[_.lt,_r J 1 ii: 1 ' •.., ,. �..,_ ,! ,. x, r,1„', ' d _ 5 f MASONR) OPENING 2X i3U, �w O tF SUCK ANCH LI Cs STRIKE 411100 _5: CgNCREIEriNC.HQP,t. TF J. 3ubstituilon at equal cancrefe arlcilors from o dKferlsnf suppliEr may hose dGrerenf alga dlstonr-.e and confer disfance requkements, In _d 3. Concrete anc:har locatlans o the cnrnafs may be dd usfsd I 1 rndfnfatn tI rc m 3N distonce to mortorjo{nts. If concrete onchcY Locations noted as -,MAX. ON CENTER" must ba adrv>tad to mainfoin rh2 min. edge distance to nlortar)oirtts, addlfionaf concrete onchars may be required to ensure the "MAX, ON CENTER.' dimensions or:? not sx cadent 3. Concreto nnchor fable Y1A1G i#Q rtl4CrC e�J hllyydhd YihT el EAR Af (C� r MiT4 <<LEAitAHCF Tr j AbQA IVN Tit" ` J b' -d T;P. HEAD & JAMBS x MASONRY OPENING U v� FRAME 2X BUCK-\ • I r RAWC AHCNORirrc', ___ iAasanry 2. buck ccnslr rli,m a TYP. HEAD & MASONRY JAMBS ` OPENING �u FRAME �'. Z iX BUCK .3 Q 9 S1RfKE JAtHb FRAktE ANCNRING o" k{osrnxy 1X buck coidructlon K QNCR TEAL ft(t74 tyQiE w t..5ubsfiiuiion of r yLet cancreia anchors from a dffierunf Supplier m4Y have different edge distgrlce and conferdisfance, requirernents. 2. C'-onar4te anchortc vira s ar` thu omGfS rna+be a iyrsfed f4 n1a ltvrn Ths ninth, edge distonca I' nio for join s. If conc eie onchor k Mons notes! as WAX. ON CENTER" must be ddfi of ctsle ach xc oora adJustedto plain` in the nin.e¢ge smrrt to vcNEaattx edad s nns tire h the risk nay be req red dime 3. Concrete anchoriVb,e Ai 1C #1t k.I tR dG(r 1 r1a AbN PLE6 "14Cf TO'vt!! �tF Pad TyF .;� Sr. nte3Bpf4fi1 T�T. AcC3raifYG3F.; i RI7J:i(�7 aiWt kf i Y } MIS, 1-114" 2_50 J t HINGE JAW HINGE JAMO '27 r I _ U-• I yT 7t 3>�cN s �e,anavtt Qtixtt HiwcE O�rArt HflYgE pETA1L {fir) Ir1iCH A DEAOBC'tt QUA1 R J R W Building Consultants, hic. B Consulting and Engineeruig Services for the Building indusu P.U. Box 230 Jatrico. FL 33595 Phone 913_659.9197 Florida Board of Professional Engineers Certificare of :''.horization No. 931 ? Sub Category Manufacturer 1 Product Narne Category Plastpro, hic. I Smooth I Wood Grain I White Wood Grain { Exterior Swinging Exterior Door 5200 Kest Century Blvd. Rustic Mahogany Doors Assemblies Los Angeles, CA 90045 Series O Fiberglass Door Inswin/Ou w is in - "Non -impact" 9 g P Scoj)e: This is a Product Evaluation report issued byW Building Consultants,, Inc- arid Lyndon F. Schmidt P.E.P.E: ID# 1998) for Plastpro. Inc. based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company ,_ manufacturing or distributing the product or In any outer entity involves. In the approval process. of the product named herein. Lln3ff8$rons: i C`requirements excludin the "HI h .t a been av 1 n i in compliance with the 2010 Florida Bu Idm ,ode structural i product has evaluated and ss9 1. This9 P 9 VelocityHurricane Zone". 2, Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1,2 of the 2010 Florida Building Code. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5, Site conditions that deviate from the details of drawing FL-15221.1 require further engineering analysis by a licensed engineer or registered architect win FL-1 221 ' f i limitations. See drawing 5 . I or size and design pressure tmltations. 6. e 9 9 P Supporting Documents: 1. Test Repart No_ Test Standard Testing Labora+•ory Signed by -20 -24 4 M z-LaboratoriesMark Sennett ETC 10 9 6 1.0 AST E3..0 02 ETC ETC-08-209-21639,0 TAS 202-94 ETC Laboratories Joseph holden, P.E. TEL 01390365 TAS 202-94 Testing Evaluation Lab -,Inc. Lyndon F. Schmidt, P.E. 2. Drawing No,-- Prepared by Signed &Sealed by No. FL-15221.l RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3- Calculations Prepared by Signed 8 Seaf2d by Anchoring- RW Building Consultants, Inc. (CA *9813) Lyndon F. Schmidt, P.E. 4. lluali r Assurance Certificate of Participation issued by National Accreditation and Management institute, certifying that Plastpro, Inc. is manufacturing products within, a quality assurance program that complies with ISO/]EC 17020 and Guide 53_ Lyndon F. Schmidt, P.E. FL PE No. 43409 2/23%2012 PF 1553 Sheet 1 oft R W L R WBuilding Consultants, Inn. B Consulting and Engineering Services for the Building Industry i_ P.U. Box 230 +.'alrico, FL 33595 M ne 813.659.9197 Florida Board of Professional Eagineers Certificate of Authorization Nu. 9813 Category Sub Category Manufacturer Product Name ,Swinging Plastpro, i11c. Smooth i Wood Grain I White Wood Grain t:..Xlerlor Exterior Door 5200 West Century Blvd. Rustic !Mahogany Doors Assemblies Los Angeles, CA 90045 g Series O Fiberglass Door 9 Inswing/Outswing - "Non -impact" Scope: This is a Product Evaluation � report issued Jed by W SuildT9Co Consultants, Inc.Inand Lyndon Schmidt, P.E. (System stP n ID # 19..g 8) for Plastpro, Inc. based on Rule Chapter No. 9N-3, Method I of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wired borne debris protection this product is required to be protectedt with an impact resistant covering that complies with Section 1609.1.2 of the 2010 Florida Building Code. 4. For 2x stud framing construction, anchoring of these- units shall be the sarlle as that shown for 2x buck masonry construction. 5, Site conditions that deviate from the details of drawing FL- 15221.3 require further engineering analysis by a licensed engineer or registered architect 6. See drawing FL-15221.3 for size and design pressure limitations_ Supporting Document's: 1. Test Report No, 'lest Standard Testinp•Laborato� Signed by ETC-10-209-24643. 1 ASTM E330-02 ETC Laboratories Mark Sennett TEL 01390365 1AS 202-94 Testing Evaluation Lab.,inc. Lyndon F. Schmidt, i-,E. 2. Drawiriq No. rrret?aied by S, q-d & Sealed l v No. FL-15.221,3 RW Building f orl5ultants, Inc, (CA #9813) Lyndon F. Schmidt, P.E. 3. o_alctJ,ia lgwrls rapartd bit Signed I pealed by 4nOTerinu RIA1 Building Cronsultams, Inc. (CA #9813) Lvndon F. Schmidt. P.E. 4. Quagi Ay �surgnce Certificate of F'arlicipaiion Issued by National Accreditation and klanagernenl llstitute, certifying thai Plastpro, inc. is manufacturing Prcdu,,ts within a quality assurance proyiain that complies with ISOlfEC i7020 and Guide 53. J ! ._ f r i Lyndon F_ Schmidt, P.E. FL PE No, 43409 /23120 12 PF 15:53 Sheet 1 of 1 1 i rq pp i n! 1 I I -} Iif 3 g C n n Y �•d4 }"tlld.(.,R#T1 r e Raft_ 1��.7�.: .: 1tfdF i --•- - -. s I �a°Yd-+Sr tY,� f'flb6..wkm. V�vJ'Y#' :.y 9.al' 'i< , f i I I �t3@ p q' t J' / S� OUTS 'i y r , 1 I ' !` , I if i H6 1 _ i . - it Y typ I: I I 'II , I .1 r 1I r i :u 1C , I I I i } 1 .;.f �1� r T, I IT i I' 1.: I I I I I I _ l li I I I' I I I I I I I` l I l i i 4 I, l I r i a I ` `1 I 2 ii I 1 J, t �t 1 a / IrrP.i CO) T'(F, HEAD I 'o C. I & JAMBS BUCK SCE I IINGE _ ! DErAI6,1 i MASONRY VA, BUCK OPENING i MASONRY I OPENIW? 11AILAD §' 2K BUCK FRAME I � i • I. � f-9 2X 3UCK� !- / M 1 1 444 ¢ SEE HINGE` �- U M v U DETAIL 2 - LL FUCK ANCNOtJMv STPJKF; JAtiB CONCRETE ANGLI'ORNOTES : FR4MM.T FFpRING 7dL•scsFJA i3 I. Supsfiluilan ai equat concrete anchors from a dfrfarerif supp4ermay have different edge Ma n^° --nnsimefion distance andcrrdistance re qursmsn -. - Concrete nts ar IoroAar- at 1he rrmors ntoYNectd1. t d` a metrn rqr e min. edge d!s c t t nee a r. cute rcunts cl..ls archer ior•;,tipns r'nl d ns "P UL {, Ofd rEr- iCR" rnu;-1 ba ' odtt_'sfad to rrinfntarn the m,rr, edge' dtctoxnce to mortarjOints, 041d +ianal co Icrere anchors m4ry be requk'rtd to unsure ttr<i "MAX. ON CENTER" drmerioataaeucdec: rote anchor fConc- IX Bvt rr --\ - H)- __. Ali )IX BucR; ^ i r. :;,�! X BLIC I' ',t _ II r. xNi' R r@idGFTG72 44lN S}Ik.. FAi E:fi4s. - -- _ 4AI''li, E JC? n. ,. ?J BtiGK 1 :. x I 4�. BUCK ( fl ;�T , a rJ gL g �'QR �d°rdPpH a� V Ub ER Ct V s; L+J gun , 3 0, � a Sa IikV ?3� ELCO vI/4 1"1I4" 1" i 'r l arc. �,• f{ .IK .r. I i IPYV 3fi&" ---t li4^ 2-5/8" iArCHAGEADBOLTWAILAIL Hr"E tTErA_t �, iitt9 xati f}fjAft 2 �-_ Lu. ,. 14 6� .FautarY- R7,z� J sm>r �es 'are 1 .. _ . . rn r _-. s rP,n iT. !Snro 'i1��05r1T Mi-�!Rllir !I Vew !.".P F! " utl rl y�!!�S7!RIIr_ ['•1. �.. r,, u� rr .. 1'Tl �1 ilf�r'r{ m'C IIr. T„�.. _ p q � �°I r !(all 1 T fy �w4w4weh H' m ACW44w+4ww $ a v) Ri - 4o4waaw N r "G, B a - - - - _ ul Ui N (( r„-,,,,, �.v,n+..nr""+.•"M.- 4w w4 5, V N d - - III M 1 m l% hT6!*rf aN C IFtS t90Tid3bi PitR6 L,5 44w4 0 3a. ` Ul M h4h44+ swwww z ° 44444aww 444444ww fJESiGN PRESSUP,E (PSFj 1 1 W 4 4Oww�94444 hA € m a S !g �`'1S _ SIN GLF,:SFANtENGTH - ROOF OVERHANG.' \ ® a CI - 5f40 West Clifton Street 44whh 4w44w ° � & A Trrlpa, FL 73634 44� 4he 2 ` fi SPAN " A P®s7rNE NE... I s �."i �` �44w B" +7t3.0-.141.0 I .SEE NOTF.2 a z° -' LL (LJ Z_ 00 I 44hww� - w ®` U 1 i7• h4w4w444 ROOF f�.� ,_'-'�^�. � { � s F A I� wwwhw44w ❑ ROOF ]D +60.0 60.0 FRAMING / ° a �+ ww4wA4w to FRAMING j: = \ > n $ _ } "TRIPLE f Pf "QUAD d f/ 7 � tf1 f 1`y J f"1 P R4®ar4 - 12" +50.0 -50.0 : 8 N .. \� ALUMINUM /' �.�'"� - --- ____ �_:... ALUMINUM /�'/�..� � � � 'B W In yC$ FASCIA �.. 14" +38,5 -3s's rATRIM ��''�' ! c Eq `° }-•i U Om , a �ic oS ALUMINUM SOFFIT' TRIFLE 4 G41 � az TRIM � � � _ g W C] T-tls(ansTHICK) r �_ T6". +30.0 s < Ul _ r-s0146o135"nf!rXl - f: - CMU OR - ` � - SOFFiT� CMU OR L1,A c W C WOOD NOTE WOOD by c / FRAMED 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED /t FRAMED Gl 0 0- BY THE ARCHITECT OR ENGINEER OF RECORD J p UU >- n GENERAL NOTES G SEE DETAIL SEE "� sEEDETAIL"G"0:� iN 1 _ _ 2. 12d COMMON NAIL OR 3/16" ITN CONCRETE SCREW [) m A (MIN, 1-T/4" EMBEDMENT) @ 24' ON CENTER SEE DETAIL" E" Z N 1, This product has been evaluated and is in compliance with the Florida �\ `�a Aw 0. - - ,�� Building Code excluding the "High Velocity Hurricane Zone" (HVHZ): 44w4h4wh SIDE VIES SINGLE SPAN W/F-CHANNEL SIDE VIEW - SINGLE SPAN W13-CHANNEL J� Q >� N l i, - 4444444h Shown w/ hum/framing Overher?g) ¢ - s (Shown w( truWfiraming overhang) t . Product anchors shall be as listed and spaced as shown on details, 4w4 F Z Anchor embedment to lease material shall be beyond wail dressing or 4v°, ® `. r/�j ` TRIM NAIL ATTACHED STAPLES IPtST.ALLED W m •Y stucco. 444@wi g / I / T THROUGH FASCIA 12" O,C. (INTO WOOD) o � Lu z - - J/ I ( 0 16" O,C. MAX. 1N J-CHANNEL SLUT a - - f> 4o444wh w o o STAPLES INSTALLED 2d' O.G, [INTO WOOD) OR T-NAIL @ 12` o,C. fU U Y 3. Site CanditlgflS not COVE:fed t)y fhiS drawing aTEI SUb)eCt to further 4rb4w4 0 'y ` ON F-CHANNEL LEG OR T-NAIL t2" U.C. STAPLES LOCATED - Ih7TU WOOD "d - - LU -' INTO WOOD OR MASONRY 24" O.C. INTO FRAMING °- f1 fI engineering analysis. w4 h ( ) (OR MASONRY) m NOTE; FOR SQUARE CUT OVERHANG,- 4wwa4w TRIM BOTTOM OF FASCIA FIAT AGAINST PANEL 4, Wood/CMU wall construction, by others, must be designed property to 444444ww }� , .� / - w4hh,4w4w j - - receive loads from the soffit and/or Tx 2' batten strips. 4h0.aw�a a l' / q"eh d m I ' `i TABR QF ZQNT£t 44 444 T ti a $ �� 11 a \ N ' ^� a a 7 1 M � STAPLEu INSTALLED �- SH£Er f D@SCRtPT101V- _ _ - �waaro�"w.aa _ °z 1 ITO.C. (INTO WOOD) o 0 I T teal elevtxtions,& general notes °Owti�4Yh. z o ' -"' n .." ._ O a •..:._� - W F-CHANNEL SLOT OP, r _.. 4w4 A / i-NAIL 0 17' O.C. 2 panel delolls _ _ .. - w )`-. iota. t L8,/09 0 / a�� ' / (INTO WOOD OR MASONRY, �_� ---- � 3 Soffit details & design pressures sexF N. T.S. L/ 4 A Soffltdetaas&desgnpressures --- � arc. ar. JK-. 5 Soffit dataas, design assures & bRi of moteWls t�UAD 4 qrl ° _ J 77 9 pressures ewt, 9r: LFS £ _ - 04014(.D(WTHICKI APAwbtti HO,i l7-. •- o f - q�4-014 (A135 tHIEq o _ STAPLES !NSTALLED @= FI-T7.018,1 END OF PANEL AND SHErr 1 of 5 y,. MAx. O.C. (� �, + 2 N I q (SEE DETAIL 'J SHEET 4) ',� i I / �. �11 I 1/B"MAx. �I � � -,�� �. Building Consultants,, Inc. -_r i /B° MAX. Imo- I" MAX. - ,.. � ! �•�.. , ( z °z - �r 1 's Ds _ Consulting and Engincering Se -"vices for the Building Industry \(� _ aeAtE: N:LS, C P.O. Boz 230 Valrico, FL 33W5 -Phone 913.6599107 i /B" MAX. -�-) /.� t J DETAIL Drw. aT: UK !c r� TA•,38, E6 rr GiiG ay; L,F'S . - Florida Board of`Professional Engineers C'�tifjm(e of Authori7alion No, 9873 DETAIL a, F re DETAIL" F _ _ T rOSCia F-ChannPI PRAKI"a J �tTannel FL,-12019 1 0 SHEET 4 cF 5 / f , r SOFFIT AIR FLOW TABLE AIR FLOW ' , AIR FLOW _ _ .. sor-PTr'm sLroFFtr rva�D' - n product _ i,_ "nw w nnam �n`w`s "tee L° c m ti Category�'li� �s'a�f➢r� t�t81141fifdlir�r Product ttxd9se American Construction Metals .�J °EKT6ft Y6ti m °�a� !2s" $ a m wf panel Walls Soffits "Triple &" "flood 4" dLluraTtnusn Soffit HNtRCYY 3.91 I2JJ f° $ I` PATTERN" h a°aahr mpo m a o ' e 5140 West Oti3tgr& Street SD" Tampa, FL 33634 m � 'r: g N� 11.74 8,15% � rvLLvarr 1,F4 18.1& J° �®aea0a®a � pkR RRN i 1 �°���� I FlT€rne �t3.680. PASTFI q I-.-�_-��'------�------ ---- - o°, as � � L� (� [l Q � � P s �,< ®ESCRIPTfOid ,w,aTEAIAL �aaa ^ 2 s ALUMINUM Scope: This is a Product Evaluation report issued b R VV Building Consultants, inc. and Lyndon F. Schmidt, P.E. for American i rs�0 $ t FASCIA A215' THK. ,AL 3105 - H14 ULL V."'T mot P!tLk PENT wi ° Ci ° a C Y} T�lq e' PAttaRN 3.fi5 �.5$ /a PATr P 3.69 s^..68 A aa�a�ra y 2 "J" CHANNEL .0155" THK. AL 3105 - H24 NUM SPAN " A pQ Y t ALUMINUM ROOF t * C4 Construction Metals based on Rule Chapter No. 9N-3, Me Tod I of the State of Florida Product Approval, Department of pA -� 3 "I"' _CH AL.31U4-H19 - m a��aa�w 5 5 `< Community Affairs Florida Building Commission. a a a a a 8 QUAD d PANEL (.0i 15 OR .0135' THICK) AL 3105 _ ALUMINUM ° m _ b TRIPLE 4 PANEL (.0115 OR .U135"THICK) AL 3tOS ALUMINUM ROOF `f SEE DElA!L"B" o i a tiVV Building Consultants and Lyndon F. Schmidt P.E.do , S� a� (i n n n n n -,---. FRAMING > y not have nog will acquire financial in in the company LOUVER PATTERNIFULL$CALE) 7 #15x1-314"TRIMPJAfL SS , (SHEET i/ I 1 s g N a g manufacturing or distributing the product or in any other e a F + a I54° - �a®a g g p y Involved in the approval Ioeess of th j� 8 ill" GA. % 1/d" SS STAPLE ��// 7/8 M(N. EMBEDMENT) STEEL i I ` / 4 pp i? duce Warned Herein. _ 1.25'-j•��"1 �`�®`0�� (LOUVERS FORMED IN SAME ° � , p(-O - amA.�a�s�� DIRECTION AS RIBS) 9 2" X 2' BATTEN STRIP SG=.42 OR BETTER p . 1.7 j� �aRaa�oBaoa I �u WOOD 9 O2' i a�a®��me / 0 10 APA 8 C-GROUP 1 EXT. 15/32 PLYWOOD OR BETTER WOOD 015E QI55' . .097" DiA. T-NAIL (W/ 5/6' MIN. EMBEDMENT) STEEL unrf irons. dim � i i t1 iT .(` _a i L' I I I i /~ i " OR 9" 14� -1--- _� B Q t - VIEV! A A (4 ' SCALE) � c4 1 . This 1 �7 �aaa a ix2vERt1CAL-%-`--- - / CHU DR `v� p-oduct has been evaluated and is in compliance with the 2010 Fl orida Building Code (FBC) excluding the "High Velocity f SEEDETAIL"A" _f ' WOOD Hurricane Zone". FASCIA "{ GNANfdEL 0�ahoh mgW FULL VENT "NUDE PATTERN �I � 12d X 3-1/4" FRAMING ISG>0.42) � 12d X 3-1/4". (SHEET 3) _ FRAMED $ �- Aluminum -•- - - F' CHANNEL y®act L a � g � `'Louve,,A igrmed In same ,�y a H.D. GAL). STEEL ATTACH W/ 2-8d / I \ Aluminum. 91um{num 3 --,nfuminum H.D.ALV STEEL `CONTINUOUS - - �s��Aa�aA�4k Elrectl'n as ribs) 4R A44�� f COMMON NAIL @ 24"O.C. -� COMMON NAILS SEE DETAIL" I - 4'l:�' ! c COMMON NAIL 0 24" O.C, - BATTEN @ CL 2. Product anchors shalt be as listed and spaced as shown on details, A"- t1or embedment to base material shall be beyond wait dressing W/ I-314' MIN. EhTB. ! � TOP TO ROOF FRAMING 1 �? < or stucco, _ COVERAGE (R6I--� R 4Vi 1-3/4' MIN. EMB. � SPAN � i/ C,3 cavEizAOFWI ri`R18(I MI �. " a.r `.,�.,® ;, .%' SIDE VIE' - DOUBLE ..SPAN / ,�7"TE�- `C.a of }3- Site conditions not covered is g o J g �•� `� \,U LR.1^ �.� �/8CShewn ovJ r;�sSiframfng cantilever) y drawin FL-120i.,.i are sub'eet to fu€#c��c en Ineering analysts. - D31 l.R., 42E h g40" cs r STAPLES INSTALLED STAPLES INSTALLED y p j3 ) 2" X 2" batten �t p0 H qEND OF ANEL a 4: Wood/Cfv}U wall construction; others, must be desi Wed ro erf r receive toads from the soffit and/or rl s. / 40 0 a 0 a 0 ®°a4, " �h END OF PANEL AND -- - T' MAX. O.C. a LLJ C 4 °° o ° a" MAx. o.c. D _- --- SEE DETAIL „J „} v n } 4R (SEE DETAIL °J °t - I 5. See drawing F 12019,1 for sire and design pressure limitations. _ :33' 0 a aaaaa n UJ SPAN ,• A >; Suppoftngt Documents; RIB AND, END QETAILS a a a a a 4 �cA T o o DETAIL 6® Ta w ROOF OVERHANG i2 C,0VERAGF LOUVER ��'° `-r' a ¢ Z - 6d TAIL � - 1iJtb° pT 1 °° °®m I 7 (Jy t _>I__-. 1. Test Pef�ort N4, Teat Siandard d"PITCH P 25/8" vnon!avnn a;efoRleuveas I jL0(iVIRECTI NASRIBSAME � a® ° °� W ° F n sI j� SEEDETAIL"G" ��Stl}Lq LBtI� t� Signed b ' ��� DIREcnoNAsares) 4�� ®� ,� 4 E��E �/" `' isHEErai U TEL 01190079 RSTfVt E330-0 ROOF Testing Evaluation Lab-, Inc. Lyndon F_ Schmidt, P.E m g _ rYVi)d$1`,�N tENGt}t t�631GN PRES"URE (PSF).: FP.AMING �,•.. SEE NOTE 2 " V) - - - - T�oPLE d PAa`iEt -1 o.3BB" �- ° 4 0 - --1 _ wlcnrrrlcruvus aanETv. r_cssl»v 1 0 0 2. DrayTrin�i too. Prepared by ��- ! Imo° n N •-z ❑ : �_.-.- ( .. A .. :,'dE6AT?V7i-.. _ „i'� ji / 151 �°4Si€tned c� Sealed by � oATe Qt Dr fJs z ib" +30.0 70.0 9- No: FL-12019.1 RVV Building Consultants, Inc. CA #9813o:,16"C•OYERAGE _. , !Gt6, (REF)L/ �' I i o t LylTdon F. SctltTydt, t�.E. VIFW'A-A f4A SCALEI �.4hM' h?YR4 Sc:k>~ N.T.S. ( I I f T IL ¢ ¢ 4.Orr PfiC - - ^- 2,62"----�'-P-WVHAVArAn EF0Rtou�rl S ' n°A ° *3�:, Awo. w: UK m x / i F4rYS) \ ° \ \ _l1,-.,,".--n. 18.,.-, +55.5 -6b.S , e ! � ( ; 3. Calculations �`reAared av l' 4`� � � 'j � o o - ironed &Sealed l3v awe �: LFs e \ rL__� -- - Tt9tt 1✓ENT'- NAxR:aty vFnlrPArTERN w - 7 _- --- --=__==.= Anchoring PVV'13ui4din Consultants, Inc.CA #38 s • __J1'_ L--_ __ - \ 31'4) g g f t Lyndon T _ Schmidt, P.E. _ __ __......_ _� Da�wax HA: i 5 t�0� tL°uvera lormsd ir. some dirastl°n an rl6a) Ln / I _. ` - 2D" +603 0 -60.0 1 `� LMu OR F t. nd dt P �� FL-?2019.1 � r I ! _� � 41n0o 1 SHEET 2 of 5 - - \ SEFDETAIL "I"1 FRAMED T a:. 4 Qua lty Assurance � � '\ - 22° +5�..5 -Sd.S SEE DETA.II"A' � ,� v . , � � C Z Certificate of Participation issued by National Accreditation and Mana�rnernt Institute, certifying that American 14" +50.0 -5€1.0 �- l N Construction Metals is manufacturing products within a quality assural * program that complies with iSOAEC 17020, a,T . 1 s oe and Guide 53. t; aa' � I ss NC)TE, SIDE IE`It'�{ a DOUBLE SPAN f ��T`�`EN - WOOD FRAMING AND C'.ONP 1EC?IONS TC BE DESIGNED AWD, I;" UK a - BY THEARCHF[ECT OR ENGINEER OF RECORD (ST1AV.m w/ ttvssiframing overhl ng) h 2. 12d COMMON NAIL OR 3/16"." CONCRETE SCREW 014K, er, LFS D¢ 4 te°E! AIL ea Ira jk11N. t I; 4" EMBEDt"TENT) W 24" ON CENTER a+amzaa no.. � - FL-12015.E o r SHEET r F. LyndonFL. PE No. Schmidt,3409 ow SPAN " A " SPAN 'A " SPAN " A " 12/13/"cL�11 8 Mm PF 1463 Sheet t a 'ti a�1 ROOF OVERHANG } ROOF OVERHANG �--- } ROOF OVERHANGi a �rygya ROOF I-•-�-,-_� I-�,_ (n 'm g z FRAMING '- / \ ROOF --------- ROOF-- fl FRAMING NUM ALFAISCIA ALUMINUMFASCIA- z j z .. , TRIM / TRIM r M Tq CMU OR CMU OR SOFFIT g ° 3 SOFFIT WOOD 'SOFFIT CMU OR k JOIWA WOOD - - -- --- - - - - --- -- - -SEE DETAlL"P� \SEEDETAiI"C" � F WOOD 8 _ FRAMED FRAMED SEE FRAMED o ei I SEE DETAIL ° B ' \---SCE DErAiL"D ' SEE DETAIL "C SIDE VIEW - SINGLE SPAN /F---CHANNEL SIDE VIEW - SINGLE SPAN W3-CHANNELS SIDE VIEW - SINGLE SPAN W/3-CHANNEL (Shawn w/ truss/frarrIng canHlever) (Shown w/ truss/framing cantilever) _ - (Shown vY/ truss/fran!Ir!g cantiiever) c mrn y F W •' DUG. PRESSLlkE (PST)' 31NGLIM Gr'SPAtd L N7}f TRIM NAIL ATTACHED A' pg5tr)VEECATTVu " THROUGH FASCIA NOTE, STAPLES INSTALLED 12" O.C. (INTO aY00D) m yLim J i6" O.C. MAX, IN J-CHANNEL SLOT OR T-NAIL 0 12" 0 FOR SQUARE CUT OVERHANG, 'C' B" +70.0 -14 0 \ r- (INTO WOOD OR MASONRY t • TRIM BOTTOM OF FASCIA FLAT ) ( AGAINST PANEL I a o 1 STAPLES LOCATED. . 8 } o i©, +60.0 -6010 r 2i' O,C, IN10 FRAMING 11/1 A� 1 sa.1 -50.0 12 � Y r 12° � +s7�♦� 14" +3E.5 -38,5 t$ STAPLES LOCATED -- - 24' O.C. INTO FRAMING ) l lo" +30.0 ! -30.0 �S , , t3..� I _w-._-� IE I � 6� NOTE WOOD F(RAMINCT 1ND CONNECifONSTO BE STAPLES INSTALLED /! 2 Ia zo DESIGNED BY THE ARCHITECT OP. ENGINEER END OF.PANEL AND �_ ~ _� J � } 1- j� OF RECORD 8 MAX,O. -_- - j 1 -�� r' (9 (SEE DETAIL J SHEET 5) II \� \ I ` \ ; MAX, O r a 1 DETAIL z a \DETAIL A Fosc�-., -�- y as to t i s ;;iitT' w' I �- J-Channel I h„ _ MAX STAPLES INSTALLED 24 O.C, (INTO WOOD) / I 5i �'{+ �� n 1"MAX. " - ai z ON F-CHANNEL LEG OR T-NAIL @ 12` O,C. �' °s INTO WOOD OR MASONRY) - STAPI ES IlISTAUFD Y@i IT O.C, IiNIO WOOD) DATE: 11a�8 IN ;-CHANNEEL SLOT OE T NA!L 9 ?2" T ° o,c. ..LLE: N.r.s. STAPLES INSTALLED @ 12" O.C. JINTO WOOD) 9 C w n Awc, rn: JK - - - + 1/8" FAA,`(. • -m••I �-- �'' IN F-CHANNEL SLOT OF T•NAIL @ 12 0..,. DETAIL DETAILas rr t % fill to WOOD OR.MASONRY) f d Chann 1 F-Channel F aSC10 sHSEr 3 of 5 r clupay EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 - W9 TA13LE 7' Drawings for doors with Manufacturing Product Cade (MPC PAN-2F443: 104067-Rev2, max. door size 16 2 x r 0, +46.6/-52 PSF (design load) 104121-RBv01, max. door size 9'0" x 1.6'0 +50/-58 PSF (design load) TABLE 8' Drawings for doors with Manufacturing Product Code (MPC) DSIE-1F471: 104038-RevO2, max. door size 16'2" x 1.6'0", +46.6/-52 PSF (design load) TABLE 9: Drawings for doors with Manufacturing Product Code (MPC) DSIU--1F171_: 104185-RevO:l., max. door size 9'0" x 16'0", +48/--50 PSF (design load) 104280-Rev01, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) 104281-RevOl, max. door size 18'2" x 16"0", +46/-50 PSF (design load) TABLE iCl: Drawings for doors with Manufacturin Product Code MPC DSIUO-1 479: 104277-RevO2, max• door size 9 0' x 16 0", +54 -60P5F (design load) 104278--RevO2, max. door size 16'2" x 16' 0" , +46. 6/-52 PSF (design load) TABLE. 11: Drawings for doors with Man ufacturinc Product Code (MPC) C-DSIU-1F447: 104112=Rev00, max. door size 16'2" x 18'0", +50/-56 PSF (design load) TABLE•-2: Drawings for doors with ManufactLlrincr Product Code (MPC) C-DSIU-_ D447: 104245-Rev01, max. door size 1212" x 18'0'r, +52/-58 PSF (design load) Test Reports: ATL 0428.01-09; ATL 1112,01-96, 0808,01-06, 0305-01-08; HETI 95-494, 95-496, ATL 0808,01-06; ATL 0924,02-02; ATL 0823,01-06; HETI 94-252, 94-'254, ATL 0808.01-06; ATL 0827.01-04; ATL I.008,01-07; ATL 0606,01-05; ATL 0107.01-09; HETI 02-1267, 02-1268, ATL 1018.01-04; ATL 1018,01-04; ATL 0415.01-08; ATL 0331.01-ft ATL 1106.01-07; ATL-0128.01-08; ATL 0327.01-08; HETI 03-1358, 03-1359, ATL 0610.01-08; ATL 1202,01-08, ATL 1210,01-08; ATL-0609.01-09; ATL 0415,01-08; HETI 03-1358, 03-1359; ATL 0606.01-05; ATL 1106.01-07; ATL 0512.01-09; ATL 0127,01-09. Product Description for doors with MPG PAN-2F153' These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skins. The steel skin Is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact -Resistant Glazing in either the top section or the next -to -the -top section, Optional Impact -Resistant Glazing is a one-piece injection -molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 73, 75, 6RST, 42, 4213, 84A, 94, 98, 4RST, 4F, 48, 48B, 1500, 190, 55, 55S. Product Description for doors with MPC PAN-2F143: These doors consist of 2" thick steel pan sections with min. 24 ga. (0,0239") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21", These doors may have optional Impact -Resistant Glazing in either the top section or the next -to -the -top section. Optional Impact -Resistant Glazing is a one-piece Injection -molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 18B. PAGE 2 OF 5 FILE: CBPC 111215-A.Lx;c: 111 s 8585 Duke Boulevard � % Mason, Ohio 45040-3101 USA BUILDING PMDUCTS (513) 770-4800 • Fax (513) 770-35 'N r .Tag Coay. ,W December 15, 2011 Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W7 through W9 I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited independent i d laboratories as required by 9N-3,005(4), the engineering rational analysis, an the product drawings. The test reports are listed below, Testing was. conducted by American Test Lab North Carolina and Hurricane Engineering and Testing Inc. For the doors listed in the Tables below, Static Pressure Tests were conducted in accordance with TAS 202, ASTM-E330 and ANSI/DASMA 108. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201 and TAS 203 and ANSI/DASMA 115. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in the Tables below are in compliance with the High Velocity Hurricane Zone test requirements of the 2010 Florida Building Code Sections 1715.5,3,1, 1625 and 1626 and therefore are qualified as impact -resistant assemblies. TABLE 1.: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F153: 101702-Revll, max. door size 9'0" x 16'0", +42/-48 PSF (design load) 101309-Rev15, max, door size 16'2" x 16'0, +42/-48 PSF (design load) 101296-Revl4, max,. door size 9,01' x 16'0", +46/-50 PSF (design load) TABLE 2: Drawings for doors with Manufacturic„Product Code (MPC) PAN-2F143: 1Q2621-RevQ7, max. door size 18,2" x 16'0 , +42/-46 PSF (design load) 103287-RevO4, max, door size 9'0" x 16'0", +54/-62 PSF (design load) 103547-RevO5, max. door size 9'0" x 16'0", +48/-54 PSF (design load) 101300-Rev16, max. door size 16'2" x 16'0" +46.6/-52 PSF (design load) 101706-Revl3, max. door size 9'0" x 16'0"; 4-62/-72 PSF (design load) PC DS E-1F171: Pr oduc t Cod e (MPC) I i Manufacturing for doors with TABLE: Dr awings s g. „ 101703-Revll, max. oor size 9'0' x 16 0 +48J-60 PSF (design load) 101488-Revl3, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) 103028-RevO8, max, door size 18'2" x 16'0", +46/-50 PSF (design load) TABLE 4 Drawings for doors with Manufacturing Product Code (MPC) DSIEO-1M479: 103436-RevO2, max. door size 9'0" x 16'0", +48/-60 PSF (design load) 103560-RevO4, max. door size 16'2" x 16'0", +46.6/-52 P5F (design load) TABLE 5: Drawings for doors with Manufacturing Product Code (MPC) C-DSIE-lF447: 101705-RevO8, rnax. door size 12'2" x IW O", +52/-58 PSF (design load) TA13LE 6: ©ra,.`,linCls for doors with Manufacturing Product Code (MPC) C-PAN-IE448: 102645--Rev07, rnax. door size 12'2" x 18'0'°, +50/-56 PSF (design load) 103288-RevO3, max. door size 14'2" x 18'0", +50/-56 PSF (design load) W, Chipay EVALUATION REPORT FOR CLOPAY BUILDINNG PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 - LN9_- Product Description for doors with MPC DSIE-1F171: These doors consist of 2" double -skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653, The maximum section height is 21". The following models are at least structurally equivalent to the tested door: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67,, 67G, 68, 68G, 6200, 6201, 6203, SP200, SF200, SE200, Product Description for doors with MPC DSIEO-IM479: These doors consist of a base 2" double -skin insulated section with an EPS core laminated to both skins. Decorative overlays are attached to the exterior skin, adding not more than 5/8" to the total thickness. Both inner and outer skins are min, 27 ga. (0,016") G40 CS Type B per ASTM A653. The maximum section height is 24". l-he following models are at least structurally equivalent to the tested door: CGnn, CPnn, Henn, CXnn, SXnn, AGnn. Note that'nn' represents the arrangement Of the decorative overlays. The first digit will have a value from I to 3 and the second digit will have a value from 1 to 5. Product Description for doors with MPC (-DSIE-1F447: These doors consist of 2" thick steel pan sections with min. 24 ga. (0,019") exterior- and 27 ga, (0,016") interior skins. The steel skin is at least G40 CS-B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door 3200, 3220, 240. Product Description for doors withMRC,C=f�f N-1E44n;- These doors consist of 2" thick steel pan doors with miry. 24 ga. (0.022") outer skins. The steel skin is at least G40 CS-B per ASTM A653, The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 524, 520, 224, C4ST, COST, Product Description for doors with MPC PAN-2F443: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least C40 DDS per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: G4S,. GS4, GD4S, GR4S, E4S, ED4S, SS4; AR4S, Product Description for doors with MPC DSIE-1F471: These doors consist of 2" double -skin insulated sections with an EPS core laminated to bath skins, Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 2.4". The following models are at least structurally equivalent to the tested door: GD2S0, GR2SP, GD2LP, GR2!-;-,, AR2SP, AR2LP, ED2SP, ED2LP. Product Description for doors with 1kLEc: PRN-ZFL These doors consist of 2" thick steel pan doors with min. 25 ga, (0.019") outer skins. The steel skin is at least G40 DDS per ASTM A653, The maximum section height is 21". The following models are at least structurally equivalent to the tested door: 76. PAGE 3 or 5 FILE: CBPC--111215-A,DOC t o EVAL.UAT)[N REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, Nl7 - W9 Product Description for doors with MPC DSIU-1F171: These doors consist of 2" double -skin insulated sections with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (O.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact -Resistant Glazing in either the top section or the next- to- the -top section. Optional Impact -Resistant Glazing is a one-piece injection -molded front frame and glazing, The following models are at least structurally equivalent to the tested door: HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Product Description for doors with MPC DSIUO-1K479: These doors consist of a base 2" double -skin insulated section with polyurethane insulation foamed in place between both skins. Decorative overlays and optional cladding are attached to the exterior skin, adding not more than I" to the total thickness. Both inner and outer skins are min, 27 ga, (0,016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: CAN2nn, CAN2nn N, BRK2nn, BRK2nn-N. Note that'nn' represents the arrangement of the decorative overlays. The first digit will have a value from 1 to 3 and the second digit will have a value from I to 8. Product DQscrl tion for doors with MPC C-DSIE-1F447: These doors consist of 2" double -skin insulated sections with an EPS core laminated to both min. 24 ga. (0,019") exterior and 27 ga. (0.016") interior skins, The steel skins are at least G40 CS-B per ASTM A653. The maximum section height is 24". The.following models are at least structurally equivalent to the tested door: 3200, 3.205, 3220, 240, 240G. Product Description for doors with MPC C-DSIU-1F447' These doors consist of a base 2" double -skin insulated section with polyurethane Insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 3720, C7x20, 240U, 3722, COX22, Product Description for doors with MPC C-DSIU-1D447: These doors consist of a base 1-3/4" (min.) double -skin insulated section with of urethane insulationo p y foamed in placebetween both skins. Both inner and outer skins are min, 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 3717, C7X17, 3718, C7X18, 3720, C7X20, 240U, 3722, COX22. Limitations: The drawing(s) cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details and relies on the illustrations and text of these drawings as well. Jambs, lintels, sills or other structural elements required to prepare openings are not covered, The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in PAGE 1 OF 5 FILE: CBPC-111215-A,D0C PALE 4 OF 5 FN_E: CBPC_1 t 121 S-A.DOC tOupay EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 - W9 accordance with current building codes for the loads listed on the drawing(s) referenced above, Installation requirements per 9N-3,005 (4)(e), including attachments, are detailed on the drawing(s) listed above. Installation must be in accordance with manufacturer's installation instructions and must be as shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and installation requirements. 3 i Signature- „ 10 Scgtt, Iiain,ltor) P. F:. -Ff(ar Ilia P. E. 1`19; 6328'-5, = Date. PACE 5 OF 5 FILE: CBPC_-111215-A,Doc .. U m ru tit - -� 0A m m .. H W ❑ o' a Ul V] Z_ Q' 0LY 0 U. (U 7� -_I 5. r. to WN III W4 G q � U QU_ }� C) 0 O (D rU B I o ui in rn u NIL W mo ELS 24 GA '-v_GA I ONE ROW -REmsTANT IN EIMER EDP sEN5VAN) ffiR NXT-To-THE-TOP =110N (NOT SHoV. 'AY B ' 73, 75 I ONE INTERMEDIATE STILE BETWEEN EACH w+x GLAZxa s,iE B 18-1 x 11•. _MAIL v' REV DATE DESCRIPTrDN EMBGSs LOCATION. ATTACHED D W/ '� s euErltoN Ma.DEO GE tt.1w+ s,,a43 ,w .v 'Roam a:2 12 11/30/07 COMBINED CLOPAY, HOLMES, AND IDEAL M/N, HOLMES NOW IN 12' L 4F, 4RST 3RST TOG-L-Lac (TOP ac SOT) AND URETHANE a'H 'mow wITRI ree/Fec 2608. ADHESIVE (ALONG CENTER). SEE TABLE z sEf g�110" 13 07 IES 48, 48B 42, 428 FOR DETAILS. SPECW, FA51IIIII REWIEME M SECTION R-B - /07/08 ADDED IMPACT RESISTANT LICE OPTION; INCREASED MAX. HEIGHT. PLANTED END STILES ATTACHED TO DOOR OPTIONAL IMPACT RESISTANT GLAZING 14 08/14/08 ADDED M/N 42B AND 488. SHORT PANEL �SKIN WITH PATENTED TOG-L-LOG SYSTEM ONE ROW OF IMPACT -RESISTANT GLAZING N sEE'1DE HLy, A --A (SHOWN) DR NEXT -TO -THE -TOP SECTION (N� N). SECTION 15 10/24/1? REVISED STRUCTURAL NOTES FOR WALL; UPDATED WINDSPEEDS. -----� A P, BOTTOM k CENTER). FOR DET"�. 18 GA. CALK DOUBLE END STILES - SNAP LATCH ENGAGES MAX. GLAZING s� rs 1e-,/z• x ,1•. ATTM HED TO TOP AND BOTTOM RAIL ONTO VERTICAL TRACK. GLAZING IS NJECTION MOLDED GE LEXAN SIM43Zr, µ APPROVED /14x5/8' SHEET METAL SCREWS Wfi}i PATENTED 70G-L-LOG SYSTEM. ONE SNAP LATCH ON CC2 PLASTIC N ACCORDANCE WITH IBC/FBC 2BD6. >r N EACH SIDE OF DOOR. SEE SECTION B-B FOR ASSEMBLY DETAILS 0 - 'I INTER. STILE 2' THICK -I - Io OEFAIL 'D' �- VIEW B' OUTSIDE KEYED END vm�a ocaxe ,eAmwost leax ego vrc.® D O VIEW 'C' FLWDIF ,� sTIF ..P. •�. Ocem Rwc ro „nmq i/4'x3/4' SELF „ '®0^0^� n,w,r TAPPING SCREWS. INSIDE HANDLE 14 ®4 END HINOFC 18 GA IMERMEDL4TE HIhCE = LOCK POCKING (BORE{ SIDES) TWO Olm_clp-� KFYFT,_ Lnt`v � -" POINT LOCKING HAS BEEN lfSIED a sso�aowc snarn,n,� .YIEK PER REOUIRD4ENT5 OF SECTION SNAP �AT�H,yOs`K OPTION 0188 121 OF TAS GAG LOCKS HAVE 12 GA. GALV. STUL TOP RO BRACK "' '• ;, 5//8' MIN. PORCED DOOR END � a I ''0L"TM'E'E 16i^111 ro nv�e wm EACH BRACKET AraP.G: IED W�14x56B iFD FOR FORCED ENTRY WITH �� n aI ,Io) R . a/P nw wnK erneea. SHEET METAI. SCREDPLs;. A0.1 SLl E ATTACHED LtN BOTH OUTSIDE KEYED LOOK µD INFERFt2-1/2- AINSIDE SLIDE BOLT LOCK OPTIONS TO TOP BRACKET 1Bfsi (2) 1/4•xl/2' BOLTS AND NUTS PER BRACII (SEE LAYOUT OF EACH LOGO FOR - . -- --- _-- -- DETAILS), oltrsloE SHIP LAP JOINTS, OPTIONAL DLITSIDE KEYED LACK POSmON (2) LHR TOP BRACKETS USED AS HANDLE 5/13 (TYP.) MAX. DOOR WIDTH 16'-2' INNER BOTTOM BRACKET. OPTIONAL VENTS INSIDE FVATIONc MODELS WITH 3• TRACK USE (1) LOCK BAR 3-IN ROLLER CARRIER PER SIDE. ENGAGES IN END SLIDE BOLT y(„'J2" OflOE KErFD Inry TRACK ON STILE ENGAGES 6 TALL C-CHANNEL TABLE 1 LocK_ f �DCm EACH SIDE INTO VERTICAL F 14 G4. G+6 GA. GAM STEEL ALV:. :O,LLER HINGE. TRACK ONE INSTALLER RETAIL MODEL MODEL DESCRIPTION 9 48 48B -XWVQRAJN TEXTURE- RAISED PANEL PAINTED SIT 98 4F - WOODGRAAIN TEXTURE FLUSH PAINTED STILES 24 GA. 73 6RST 75 47, 428 WOODGRAIN TEXTURE V811b12 PANEL, GALV. STILES 25 GA 2x6 JAMB TO SUPPORTING STRUCTURE TTA HMENT (NTT Tn = I,- m arr.nuur.,r NS* TIONS* JCSECER MAXIMUM MIN. No. OF ON CENTER FASTENERS DISTANCE BUILDING TYPE FASTENER TYPE PER VERTICAL BETWEEN WASHERS F JAMB FASTENERS REQUIRED, MIN. CONCRETE ff;; 1 4 x 1-3 4 MIN. EMBED T CON CONCRETE YES ANCHOR - 10 8-1 4 YES 0 x - C OF DOOR. LOCK ON EACH HINGE FASTENED TO END ) / ,I fT.4x5/8' SHEET METAL ( TABLE 2 EACH SIDE AND 2 1 "s314• SELF TAPPING SCREWS SECTION WIDTH f INTER, STILES PER SECTION � INTER. HINGES PER J01 I STRAPS PER C-CHNL11;10- i� THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK µD THEN FROM THE TRACK TO THE 2x8 VERTICAL JAMBS (GRADE 2 OR BETTER YELLOW PINE). - NO LOAD FROM ME DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2) EACH VERTICAL JAMS SEES A MNOMUM DESIGN LOAD OF +338 LB & -384 LB, PER LINEAR FOGT OF JM S. 3 ALL JAMB FASTENERS MAY BE (BUT N REWIRED) COUNTERSUNK TO PRO�ADE A FLUSH MOUNTING SURFACE WOOD FRAME BUILDINGS HORIZONTAL JAMB 2x6 WOOD JAMB SHALL BE ANCHORED TO STRUCTURAL WOOD FRAME ELEMENTS. STRUCTURAL WOOD FRAME (NO LOAD FROM DOOR) ELEMENTS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD. BLOCK WALL OR CONCRETE 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD. - JAMB_ PRE_jPAf AT14N NQN FASTENER TYPE THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x8 WOOD JAMBS SHALL BE AS NOTED ABOVE OR APPROVED BY AN APPROPRIATE DESIGN PROFESSIONAL PAID IN MIN. No. ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. PREPARATION OF JAMBS BY OTHERS. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SFWl BE THE OF FASTENERS PER VERTICAL RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN JAMB ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. MAX. O.C. I 2x8 VERTICAL JAMB OF ALL DOOR HORIZONTAL TRACK AND ALL �Wml �CLOPAY HARDWARET TO BE INSTALLED PER INSTALLATION INSTRUCTIONS SUPPLIED DOOR SYSTEM UNLESS OTHERWISE NOTED. " OF DOOR. (SEE VIEW "B') V INc_IDF c ID B T LOCK OPTION ONE 6' TALLH.ANNEL PER DOOR SECTION, it) 1/4•x3/4 .c�'L. r TAPPING SCREW PER STILE LOCATION. E VIEW 25 GA. MIN G-90 (OR EQUIVALENT) --- 1-1/4" WIDE x 4?r• GA. GALV. STRAP. ( ) EXTERIOR STEM.. SKIN WITH BAKED -ON (7) PER DOOR SECTION. oPnowu: 8 STRAPS ON 2ND PRIMER AND A BAKED -ON POLYESTER (L.00K) � -tC INSIDE ELFYATION). EACH STRAP ATTACHED WITH (3) 1/4'x3/4' SELF PAINTED TOP COAT APPLIED TO BOTH TAPPING SCREWi (WQ SCREWS TD DOOR ONE SCREW TO C-CHANNEL). SIDES OF STEEL SKIN. SPECIAL REODIFEMT'1y,C FOR DOORS WITH i6aA� RFD` ITFC FOR STRAPS AT CENTER OF WITH: TOP µD BOTTOM SCREWS SHALL BE REPLACED BY 1/4-20x5/8 SMS µD THIS DOOR MEETS THE REQUIREMENTS of THE EACH FA WITH: ('fa 1/4' NUT EACH. A CLEARANCE HOLE (9/32' DIA) MAY BE DRIU Fn FOR LARGE MISSILE IMPACT AND CYCLIC TESTING. EACH FASTENER.' 13 GA GALV. STEEL EK)"Fr744:' BRACKET. ATTACHED WITH (2) #14x5A" SHEET METAL SCREWS, ALUMINUM EXTRUSION & ANVTE WEATHERSTRIP. SECTION A -A (SIDE VIEW) LHR TOP BRACKET ATTACHED. WITH (2) 1/4"x3/4" SELF TAPPING SCREWS IR&K CQNF1GURATIQhLDQQgS up T() 8'0" HIGH LHR TOP BRACKET TRACK CONFIGURATIOPs� DOUBLE HORIZONTAL TRACK CONFIGURATION ABOVE TRACK CONFIGURATION Al2I THE DOOR OPENING DOES NOT HORIZONTAL TRACK SUPPORT BY THE DOOR OPENING DI- NOT AFFECT THE WIND LOAD RATING, AFFECT THE WIND LOAD PATING. DOOR INSTALLER (TO SUIT) DO IB E TRH CENTER HANG REQUIRED FOR DOOR COUNTER DOOR SYSTEM IOW HEADROOM OPTION DOORS OVER 8' HIGH OPTIONAL 13 GA. GALV. STEEL. FLAG BRACKET OR 12 GA. GALV. STEEL CONTINUOUS 3' GAIN. LAPS'=- STEEL TRACK µD µOLE, i-5/B' x 2-3/8' ANGLE _ TRACK THICKNF---° .ior . ANGLE THICKNESS:.080' HORIZONTAL TRACK SUPP ORT RT BY DO OR HDe L 14' MANQMUM SPACING INSTALLER (TO SlJff) _ JUNCTION, TWO+ 1/4' BOLTS . TRACK GONFl I AEON } NUTS FOR EACH TRACK FROM LAST MOUNTING SLOT TO TRACK JUNCTION Z DOOR 2' GALV. STEEL TRACK, HEIGHT 'L• o: ADDITIONAL MI;kA,M1IIING SLOTS DOOR VERTICAL r 8 TRACK THICKNESS: ,083' 0 78 SPACED AT 12" CENTERS. HEIGHT TRACK LENGTH �,2 ,III CENTER = T1'P.2-t/2•xi2 GA- GALV. 48' i STEEL TRACK BRACKETS OR CUPS. DISTANCE BETWEEN BRACKETS/CUPS Syi' NOT TO EXCEED 14' O,C. b 34• NE �• 7R MM, O ROLE AND M- BRACKETS ANDM;AT x DOORS UP TO 7'0' HIGH HAVE [(8) TRACK BRACKD O EAGI MOUNFa' (1) FLAG BRACKET] OR [(7) CUP31 SLOT LOGAR01MO 1' DOOR OVERLAP (FAG{ SIDE) I- STOP MOULDING BY DOOR INSTALLER (TO sun) m DOORS 7'3" TO Bb• H04 HAVE [(17) TRACK BRACKETS µD 22' � 16 G.4. GALV, STEEL END STILE JAMB CONFlGINRATION (') FLAG BRACKEN OR [(8) W�+• ONE g/16' x 1-5/8' LM3 SCREW SPACED AT THE SAME 2x8 WOOD JAM- 18 GA CAM STEEL DOUBLE END STILE ONEA5/16 AS THE TRACK BOLTS 3-AT 10', SAME SEE JAMB PREPARATION 70 34•, 48•, ETC.). ADDITIONAL LAD SCREWS LOCATED AT 16", NOTE' ABOVE 20 GA. GAI_V. S<TEL INFER. STILE 28'. A: 40' FROM BOTTOM. AJ_SO TWO LAG SCREWS LOCATED CO"3-,/z• OPTIONAL FA GA GALV, STEEL ABOVE VERRCAL/HORIZONrAL TRACK JUNCTION. JAWS IMI ANGLE FASTENED TO WOOD OPTIONAL 12 GEL GALV. STEEL TRACK ..... ... JAMB Wf1H 5//18'x1.y/e" LAG SCREWS BRACKETS FASTENED TO WOOD JAMB DESIGN ENGINEER; NOT TO EXC�EO 14` .ye" CONTINUOUS WITH 5/te"x1-5/8' LAC SCREWS ANGLE MAY BE NOTCHED OUT FOR JAMB J NOT TO EXCEED 14' O.C, MARK W. WESTERFlELD, P,E DESIGN LOADS: +42.0 P.S.F. & -48.0 P.S.F. TO STRUCTURE ATTACHMENT POINTS. 70/RiL00K NUT FDiASIENR"M FL P.E, a 48495, NC P.E (PUSH NUT SHOWN) 7/1B ID. RWnD 2 GALV. STEEL TRACK FASTENED To TEST LOADS: +63,0 P,S.F, & -72,0 P.S.F. PUSH NUT OR LOCK 12 GA GALV. STEEL TRACK BRACKETS. #23832, TX P.E. #91613 2 GAILY. STEEL TRACK FAS'UPS NUT FASTENER TRACK ATTACHED TO EACH BRACKET TENED To 12 GA oALv. STEEL TRACK cups, a GA GALV STEEL Rou ER I cEs (Lope NUT SHOWN), WITH ONE t/4'x5/e' BOLT a1 NUT CLOPAY BUILDING PRODUCTS COMPANY MPCI PAN-2F 1'�3 C IIAY vma DWn RATM MAX DDDR SIZE, TRACK ATTACHED TO EACH CUP FASTENED Tb END STILES W/ 4 EACH OR TWO 1/4- DIA RNETS. WITH ONE 1/4 x5/8• BIXT do NUT. /14x5 $ SHEET MEru scR Ar+o to GA R v. STEEL CENTER HN�E =7fldingProducts 8585 DUKE BLVD, �� 16'2"W X 16'0"H EACH TRACK CUP ATTACHED TO `2) 1%4 • SELF TAPPING SCREWS PER END HINGE. FASTEN TO INTER. STILES W�(4MASON, ON 45040 11�21 J� `.4CONTINUOUS ANGLE WIM 2' DIA. LONG STEM STEEL ROLLER WITH STEEL OR NYLON TIRE �14x5�6 SHEET METAL SCREWS. MASO , OH 4 OO DRAVN BYI(2) t/4' DIAL RNETS PER CUP, ROLLER SHALL HAVE STEM THREADED FOR USE ,WITH 7 18• NUT OR MWU' 2-IN PAN +42 -48 16-2 X 16-0SHALL HAVE A STEM SMOOTH FOR USE WITH A 7/15- PUSHNUr,Cop y Co po vGon All Po9hh Reee ved. DRAINING NUK9FRVIM o � o DI1ET]CED BY, B 101309 IBC LISTED DE BELOW ACCORDING TO THE FLORIDA BUILDING COORU UTHE INiERNATKINAL BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSI/WSMA 108 AND ANSI 116. SITE -SPECIFIC CALCULATIONS BY A OUALIFTED DESIGN ULTIMATE VINO SPEED 04%O eta Igo lee 170 160 EXPOSURE LEVEL B C C D D MEAN RMY HEIGHT 30' ie' 30' 15, 30' R l . GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQU IREMENTS OF THE FL ORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (NVHZ), 53-1/8'" TIP -TO -TIP WIDTH - 82.1/8' BUCK WIDTH 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND•BORNE DEBRIS REGIONS. - 52-1/6" BUCK WIDTH - 49-118" S VISIBLE LIGHT ANCHORS VI IB NOA 4 -!8" MI -DAD E COUNT Y APPROVE D MASO 01 - D COUNTY, U ON L:Y MIA MI DA E OVN SE REQUIRED IN � LIGHT N R U � VISIBLE S) FOR MASONRY IA1.8 UAPPLICATIONSI Q I ' ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM QUO CONCRETE FLANGE B MAX. 3"MAX. �^-- -.�....p MASONRY UNITS AND CONORETS WITH MIN, KSI PER ANCHOR TYPE, SEE TABLES 6 & 0, SHEET 4 & 5, FRAME HEAD t 4) MASONRYANCHORS MAY BE,U6ED INTOWOOD AS PER TABLE 5,SHEET 4, ALLWOOD BUCKS LESS THAN1-1l2"THIK ARE TD BE CON$IQERED iX INSTAlLAT10N8. 1 X WOOD BUCKS ARE OPTIONAL IF UNIT 18-INSTALLED - - - S5-1/2"- OIRECTLYTO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1.112" THICK 17R GREATER• 1X AND 2X BUCKS ®" NAX. FROM '- VISIBLE - ---- -.- - VISIBLE (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, WOOp BUCK DESIGN CENTER OF 21" LK3HT + VISIBLE 6 LLATION I THE RESPONSIBILITY OF THE SNGINEE'sR OR ARCHITEOT OF RECORD, - MEETING 78' - LIGHT AND IN TA S - MAX. O.O. / RAIL � TIP•TO e" MAX.. O.C. - 0) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS TIP. OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 0, SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL 77" HEIGHT FOUR CORNERS OF THE FRAME, INSTALLATION ANCHORS SHOULQ BE SEALED. OVERALL SEALINGIFLASHING - FA STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE BUCK 1HEIGHTT77" OFTHES6INSTRUCTIONS. 9"MAX, FFbM � j BUCK 0) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTEROF HEIGHTSUBSTRATE. USE $HIM$ QAPASLE OF TRANSFERRING APPLIED LOADS, WOOD BUCKS, BY OTHERS, MUST 0E - MEETING. -SUFFICIENTLY ANOHORSO TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. RAIL /// y J- 1 7) DESIGN PRESSURES; Illff!� —d A. NEGATIVE 61®N LOADS SASEP ON STRUCTURAL TEST PRESSURE, FRAME ANALYSI9ANP GLASS PER ASTM E1300. B, POSITIVE DESIGN LOADS BASED ON WATER- TEST PRESSVRE, STR UC TURAL TEST PRESSURE, FRAME NO ANCHORS RS3' x-... J .-.-•-D _ ANALYSIS AND GLASS PER ASTM E1300. � � - - 1N FLANGE FRAME 811.E -- 0" MAk. O MAX. ,C• THE AI HORAOE METHOD$SHOWN HAVE. BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING -TO E. ELEVATION TYP, INTEGRAL FIN FRAME ELEVATION _ THE REQUIRED DESIGN PRESSURE. THE 331/3%STRESS INOREA$E HAS NOT BEEN USED IN THE DESIGN OF TYP- FLANGE FRAM - - `�-ESTED UNIT) THIS PRODUCT. THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANQHQRS INTO WOOD. . (TESTED UNIT) ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, - 9) REFERENCES: TEST REPORTS FTL-64791 ELCO ULTRADQN NOA; ELCO CRETEFLEX NOA; ANSVAF&PA NDS-2(I05 FOR WOOD CONSTRUCTION AND AOM-2006 ALUMINUM DESIGN MANUAL. ' - GUIDE TO SHEETS: ME OR GE FRAME) I LAN 1 KNOWN AS THE 4000 SERIES F 1Q) THE RIE SERIES AMe), HUNG WINbOW WAS FORMERLY N 4Q01 SERIES (FIN FRAME). - GENERAL NOTES ............ ....1 - ELEVATIONS.' LEVATIONS.... .................... 1 ,. DESIGN PRESSURE RATING - - IMPACT.RATINO DESIGN PRESSURES .,........2 & 3 VARIES, - - NOT RATED FOR - INSTALLATION. FLANGE........., ,4 _ SEE SHEETS 2 & 3 IMPACT RESISTANCE NSTALLATION, INTEGRAL FIN...5 WINDOW SHAPE$ AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING T HE _ - ANCHOR QUANTITIES.......... -. @ G v T ILS................... 7 GLAZING B A. SHAPE IN A BLOOK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. CORNER ASSEMBLY .............. 7 EXTRUSION PROFILES.............-S PARTS LIST ..........0 F"--' WIDTH _-P I I^"I'•` WIDTH -►{ .... �.. PRODUCT REV138P aomPlylrlg edlh the PTodd4 BYIt I q (:ode AadePtanceNo II'_ Qom• - v r : Ered n r>ara (a D (e' - Re la on Bz 9 O Rdvleed a Br P 7 � / HEIGHT� . ..... JJ 10/10/11 2010 FBC NOTE By HEIGHT ^ R2,• V 4Mtem Dada PTodael nl •., *- % Rw/nd By: DpN:- Revlarom is f 140. 58705 - _ (L' DeetHptlon: Drown Byr Ct e t GENERAL NOTES & ELEVATION J ROSOWSK) -O i T C(1, Dote: STA = 1070 TECHNOLOGY DRIVE Tifle: EOUAILIrE - PROVIEWIORIEL ARCRTOPPROVIEW/ORIEL RAeN9TOPEOUALLRE 'i0i(`'••,• FLOR\OP''�C9\�` N. VENIOh, FL 3427E SINGLE HUNG WINDOW INSTALLATION 06/11/11 . 'v �lS , • i. ` P.O. BOX 1529 5 . Drowing No. Rev: '/,r`S/Oi�la1\\G•" ` NOKOMIS; FL 34274 sedeefModer: scobr - A A. LYNNMILLER, P.E. CERT, OF AUTH. #28298 5H-200 NTS MD SH2O0-01 P.E.#88705 - 1 TABLE 2: Monolithic Glass Types PRODUC "VLSBD w{lh the Florida A 1/8"Annealed os cotnPlYl>B Buitdig8codc No II• I 121� 8 1/8° Tempered AccpPtwsce PxPlmtion Ante C 3/16" Annealed D 3/16" Tempered By N1;an,i �a rodeo. LL E 1/4" Annealed F 1/4" Tempered TABLE 3! T o as ,ram Insulated Glass Types ter G 1/8" Annealed, 1/4' Airspace 1/8" Annealed O z O N H 3110" Annealed, 3116" Airspam 1/8" Annealed Nj I 1/8,, Tempered, 114" Airspace, 11S" Tempered j 3/16".Tempered, 3/18" Airspace, 1I8" Tempered W Q z Q m o FIGURE A; SASH CROSS SECTION (WITH 1.0. GLASS) Z LLi C) z B i­- (� § Z � z C) . II II Z z Li N II II II SASH TI -�j C0 W O` 8 Z VISIBLE LIGHT II HEIGHT s HEIGHT II I - SASH HEIGHT - 3-0/18" II II �np+< m II II II I OMP� CNV N pR�i III I rag o 6Z �lnlluur// .......... ..... al NOTES 1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS A). _- _ �; w - e'•' i " o, tom-• O i Z - TYPES B - J. NOT APPLICABLE WITH 118" ANNEALED GLASS (TYPE AVAILABLE WIDTH OR -. ; W ,,, ->,•U o •, S y p N u ; O _ $ Z z a 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT THE TABLE, 7 �� ` HEIGHT DIMENSION SHOWN ON jay. ,.'•�2t/� d v//1/1111100" - "v r •,. w I !I' ll1 IFp7l�rIn y"W"> 4AR4e7a-N� �,IIMI M IAMIZDAD MIAMI-DADL COUNTY _ In EDGE DISTANCE INSTALLATION DETAILS FOR FIN FRAME$ EDGE EDGE EDGE TYP. ANCHOR TYPE EMBEDMENT AND DISTANCE 1/4"MAX SHIM DISTANCE "6H6,� GE DISTANCE PER SUBSTRATESEE 1/4" MAX SHIM TYP. ANCHOR TYPE, I EMBEDMENT AND EDGE 2X WOOD, SEE 2X WOOD, DISTANCE PER SUBSTRATE, —� NOTE 2, THIS ZX WOOD, SEE NOTE 2, THIS SHEET9EE NOTE 2, SEE TABLE 8, THIS SHEET. SHEET INSTALLATION OPTION6EMBEDMENT 2xwooD THIS $MEET HORIZONTAL SECTION C-CCURVED HEADER IINSTALLATION DISTANCE --�" DISTANCE I{j SEE NOTE 2,.27 ANCHOR(SCREW)THIS SHEET 2e $1 10 EMBEDMENT THROUGH THE FINEDGEEDGEDISTANCEJ DI 777 �L EMBEOMEM' IM" MAX SHIM IM- MAX SHIM 6 TYP. ANCHOR TYPE, 9B i TD EMBED DISTANCE I TYP. ANCHOR TYPE, 1.485'• 6QGEDISTANCE � 4 --- - - q INSTALLATION EMBEDMENT 2 . PER SUBSTRATE, E _ OPTION e - I T 1 SEE TABLE 6, THIS DISTANCE PER THIS E, INSTALLATION - -=- -- J__ SHEET. SEE TABLE 6, THIS SHEET. -- 84 INSTALLATION ANCHOR - VISIBLB I`NOIALLATION OPTIONS 32 EXTERIOR (NAIL) THROUGH THE FIN- 38 INSTALLATION 43 - OPTION E LIGHT THROUG (SCREW) -.T VISIBLE LIGHT WIDTH - HEADER - -- H I 81 30 STRAIGHT E GHT THROUGH THE FIN INSTALLATION ANCHOR BucK WIDTH EGRESS FORMULAS 2e(SCREW) THROUGH THE FIN (EQUAL-LITE) MULLION SECTION- _ HEIGHT; BUCK HIEIGH172-5-1$118" V -D MULLION MAY D D�APPR E BE O _ AE 0 , J\ 8' VERTICAL OR HORIZONTAL. MAX. �VISIBLE LIGHT FORMULAS EXTERIOR f INSTALLATION J - 1/4" SHIM. SEE SUBSTRATE \ PROPERTIES TABLE e, THIS SHEET. (EQUAL-LITE) BUCK TE) OPTION 7 , USE EITHER WIDTH (SASH): BUCK WIDTH • 4•1/18" INSTALLATION BUCK � -LATCH (# 28) OR - WIDTH (FIXED): SUCK WIDTH - 3" BOTTOM LOCK THROUCHORGH (SCREW) ���y-- HEIGHT 32 THROUGH THE FIN 1/4" MAX. SHIM EXTERIOR �-' HEIGHT; (BUCK HEIGHT -6-1/18") / 2 (#i 1). TESTED 35 UNIT LOCATION: WITH FIN Ij 6-5/8" FROM REMOVED 64 VENT END, #10 STEEL =_ SELF -DRILLING -� TABLE 8; VISIBLE I SINS (06) LIGHT , I HEIGHT 34 II 11 6 O EXTERIOR O I r - / 4 3 AfIr b, 2 284" ALUMINUM/STEEL FRAMING OR STEEL 31 20 STUD. SEE SUBS "IRATE PROPERTIES, TABLE 6, THIS SHEET. �°/ NOTES PRODUCl' REVISED' / 5dIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. Il4" MAX SHIM 1 Pe complying with Itre T•lodda 1) USE ONLY SUBSTRATE I I I I I I I Bulldih8 Code Y 0/ 2 w ca No r- . AcceP t - .Ji._ APPROPRIA-fE ANCHORS LISTED �� LYNN vi/ Ravleed By: 06ter Revinlon: P.:I irenpn Dale Olf/j _ ON TABLE B OF THIS SHEET. \ � pN'.... .... . TYP. ANCHOR TYPE, FALLOW EMBEDMENT AND EDGE �4�.•VrC,ENSF F"P JJ 10/10/11 NO CHANGE By 7 EMBEDMENT AND EDGE —^- EDGE DISTANCE LIMITS, ANY Revised By: Odts: Revlalam. Miam ado Produot Con DISTANCE PER SUBSTRATE,- DISTANCE INSTALLATION OPTION SHOWN * Nt,, 50705 SEE THOLE 8, THIS SHEET. - MAY BE USED ON ANY SIDE OF THE = _ EDGE WINDOW, Bmxn et': Oeecrtpt/on: INSTALLATION Y DlslarvGE 2) 2Y WOOD FRAMING OR SUCK, a I rt .' w :T. FIN FRAME INSTALLATION DETAILS J ROSOWSKI i-1/2" THICK OR GREATER, %�� STATE OF lU. - Sots: OPTION S -EMBEDMENT '•,-CORVDP••' �1 N. VENICE TECHNOLOGY DRIVE nf1e: INSTALLATION ANCHOR 2X WOOD, SEE NOTE 2, THIS SHEET 3 VISIBLE LIGHT 'WIDTH OR HEIGHT SINGLE HUNG WINDOW INSTALLATION - 05/11/11 (NAIL) THROUGH THE FIN (ALSO REFERRED TO AS DAYLIGHT '-,S/ONA� E' `` P.D. BOX 152e _ (ALSOOPENIN E IS MEASURES FROM r l' l I I 11 s 1 t t NOKOMIS, FL 34274 serles/Modeh Scale: Dr wing No, Rev: A. LVNN MILLER, P.E. - SH-2100 NTS MD-SH2O0-01 %� VERTICAL SECTION D-D BEADING TO BEADING. p,E.#6870.5 CERT. OF AUTH. (J28206 PRODUCT CONTROL SECTION ru DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 z I!1 AFFAIRS (PIRA) zMiami, Florida 33175-2474 �� l7 m BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-.2599 r 4W er O ' NOTICE OF ACCEPTANCE NOA wnvAy.miamldade. 2y1� g .�L o PGT Industries AV LLz 00 1070 Technology Drive - q flu North Venice, FL 34275 C4 J.n D� ID SCOPE: m U II �. N This N e' J T NOA is b m issued under the h applicable ruffs an r -• '•o d regulations gpP g s governing the use of construction �+ � Q rn materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - w o Product Control Section to be used in Miami Dade Inx County and other areas where allowed �' b the Authority � Having Jurisdiction (AHJ). Y W < a This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyProduct Control Q U >- tk Section (In Miami Dade County) and/or the AH.I (in areas other than Miami Dade County) reserve the right z ID 0 to have this product or material tested for qualt(ay assurance purposes, If this product or material fails to Q 01 I er r N p fo rm in the accepted manner, the manufactures will incur the, expense of such testing and the ARJ malt' In immediatel y revoke modify, or suspend the use �Isuch product or material within tteirJ jurisdiction. PER A A ru reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control W fTi Q Section that this product or material fails to meet e requirements of the applicable building O u p � code, 10 � U This product is approved as described herein and has been designed N li p pp geed to comply with the FloridalFlorida Building p a Code, including the High Velocity Hurricane Zonie. 0 a DESCRIPTION: Series "SH-200" Aluminum Single Hung Window — N.I. APAPPROVAL DOCUMENT; Drawing No. IYY[DH2O0-01, titled "Single Hung. Window Installation sheets 1 through 8 of 8, dated 05111/11 with revision A dated 10/10/11, prepared by manufacturer, signed and Sealed by Anthony Lynn Miller, P,E., bearing, the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance. nurn er and ex tramon date by the Miami -Dade ode CountY Product Control Section, MISSILE IMPACT DATING, Noise LABELING: Eadi unit shall bear a permanent 1;abel with the manufacturer's name or too c'state, , logo, city, S a. e, a model/series, and following statement:. Miami -bade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered aft a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product,. TERMINATION of this NOA will occw after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement p - of any product, for sales, advertising or any other Purposes shall automatically terminate this NSA. Failure to comply with any section of this 140A shall be cause far termination and removal of NSA ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shall be done in its entirety. 1 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA # 11-0614.01 and consisft of this page I and evidence page E-1, as well as approval document mentioned above. INSTALLATION DETAILS FOR FLANGE.FRAMES cONCRETe/cmu CONCRETE/CMU - The submitted documentation was reviewed by AUnuel.Perez, P.E. PERANCHOR PER ANCHOR TYP. ANCHOR - OPTIONALADDON - EMBEDMENT REQUIREMENT 13 REQUIREMENT TYPP, FLANGE @ HEAD, O INSTALLATION 3� EME6DMENTAND NOA No. 11-1013.12 OPTION 1 BILL ;JAMBS - \ MIAM! DFtDE COUFITY 114" MAX 41 -- 27 EDGE DISTANCE CURVED HEADER EDGE- SHIM 81 1D PERSUBSTRATE, . - r • , • i ► Expiration Date: September 01, 2016 • -- SEE TABLE 6 INSTALLATION INTO WOOD. — DISTANCE 1� TH S 8H6ET. - - Approval Date: December 08, 2011 2X, SEE NOTE 2, THIS SHEET.—---'--��•q - - -- - - - Page 1 EMBEDMENT TYPE - -- TYP, ANCHOR 38 EMBEDMENT —7- __,--•—r— } 1/4" 1 EMBEDMENT EDGE Anchor Substrata e Min. Edge Pintance Min. Embedment 2-1/2" x .113" Box Nall P.T, Southern Pine (SG a .55) 1/2" 2-7/16' Common Nail P,T, Soulhem Pine (SG - .55) 91JU' 2.7/18" ' 14 " R ofin —Nall 2-112 x .. 6 0 e G = 5 I Pine S ,5 P.. Sou hem ( ) 9 /t 8 2-7/16" #10 Steel SINS Screw (G5) P.T, Soulhem Pine (SG = .65) 3/4" 1-3/8,, Aluminum, 6063-T5 min. 3/81, Steel Stud, Gr. 33 min. 3/8" 0,036 A30Steel 318' - i/B"- MAX SHIM MAX AND EDGE - — - - DISTANCE SHIM SHIM DISTANCE PER - 24 .....� / TYP. ANCHOR TYPE, 1 3 r - SUBSTRATE, EMSEDMENT AND SEE TABLE 5, 1.466" EDGE DISTANCE 1 32 - PER SUBSTRATE, THIS SHEET. / 43 84 EXTERIOR INSTALLATION BEE TABLE 6, THIS INSTALLATION 36 SHEET. OPTION 1 INSTALLATION OPTION 3 f� VISIBLE STRAIGHT HEADER OPTION 2 VISIBLE LIGHT WIDTH INSTALLATION ANCHORS LIGHT II INSTALLATIONONTO INSTALLATION BUCKWIDTH THROUGH. IXBUCK$TRIP HEIGHT ` 61 WOOD 2X. NO ANCHORS ANCHORS DIRECTLY - TIP -TO -TIP WIDTH - - INTO MASONRY. 1 `30 . G IRED AT HEADER. INTO MASONRY, . � HORIZONTAL SECTION A -A �T 20 EGRESS FORMULAS ® ! - #12 STEEL IW MAX. SHIM --PI SELF -DRILLING 4� SINS (05) SEE 0 THOLE $, THIS 2.751, 9 / 01-I T BUCK USE EITHER HEIGHT EXTERIOR LATCH (# 29) OR INSTALLATION BOTTOM LOCK OPTION 4 1'IP-TO•TIP 32 (#11).TESTED INSTALLATION HEIGHT UNITLOCAVON: ANCHORS ( 3� I I I 6-618" FROM DIRECTLY INTO L VENT END. I I 64 �( METAL. VISIBLLIGHT Ii II - �' \7 HEIGHT I II j ` 34 DADE APPROVED MULLION, III / ALUMINUM, STEEL FRAMING OR EXTERIOR STEEL STUD. SEE SUBSTRATE n (EQUAL-LITE) WIDTHI TIP -TO -TIP WIDTH • 4" HEIGHT: TIP•TO•TIP W IDTHM — 6.5/16" VIS 6L LIGHT FORMULAS (EQUAL-LITE) WIDTH (SASH): TIP -TO -TIP WIDTH • 6.1116" WIDTH (FIXED)' TIP -TO -TIP WIDTH _ 4" HEIGHTI QIP•TO•TIP HEIGHT • 7•i/16'y2 II PROPERTIES, TABLE 5, THIS SHEET. NOTES 43 1) USE ONLY SUe IRATE -APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION / SHOWN MAY BE U$'eD ON ANY SIDE OF THE WINDOW. 2.z54 3.1 20 - 2)MASONRY ANCHORS MAti BE USED INTO W000 AS PER TABLE 5, THIS SHEET, ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS, 2X WOOD / 2 IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, 1X AND 2X BUCKS BU2 OK$TRIP, / (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE PRODUCTREVISED SEE NOTE 21 ENGINEER OR ARCHITECT OF RECORD. as colnplyirr8 WEIh the Florida THIS SHEET, - Uu{t&g Codc _ 3 VISIBLE LIGHT WIDTH OR HEIGHT ALSO ,11 I I I I I I / I-.J�l Q Aocaptanw No ( �� LYN /, - R40s.d By: Dgmt R.vW,n; Bx halloo Dote G T-� REFERRED TO AS DAYLIGHT OPENING) IS �� NpN�„ N, ti/j( cif -. \ MEASURED FROM BEADING TOBEADING. P��•.• LtCENSF'' (�� !. JJ 10110/11 NO CHANGE uy \\ \ i/4"MAX SHIM Revleed By: Dater RevrO= Miami ads Product Lontr F NO ANCHORS CONCRETE PER - - REQUIRED IN - ANCHOR -O .. G(. - Deeenptlon: 7- 8y: FLANGE REQUIREMENT - REQUIREMENT 7y •., [ o /n ry �\- FLANGE. FRAME INSTALLATION DETAILS J ROSOWSKI FRAME Sfl1 '' O STATE 7,(ORIOP,. �'��� 1070 TECHNOLOGY DRIVE Tltfa: N. VENICE, FL M275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 - S/ONAL E N KOMIS �FL134274 Sedse/Aodeh Spab: - _ awlnp No. Revr VERTICAL SECTION B-B ALvrJMIER N LL, P.E. CV P.E.LVER CERT. OF AUTH, 129296 r t NTS MD-SH2O0-01 I A Aluminum, 6083•T6 min. 31V 1/8"t Steel Stud, Gr. 33 min. 3/8" 0.0346 (20 Ga)` A38 Steel WV 1/8" P.T. Soulhem Plne (SG - .66) - 1" 1.1W- PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. .Manufacturer's die drawings, and sections. 2. Drawing No. MD-SH2O0-011, titled "Single Hung Window Installation" Sheets 1 through 3 of 8, dated 05I1I 11 with revision A dated 10/10/11, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. B. 'PESTS 1. Test reports on: 1) Air Infihration Test, per FBC, TAS 202-94 2) Uniform, Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance `Pest, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3,2.1, TAS 202-94 along with marred -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens I thru 26, dated 03/28/11, signed and sealed. by Marlin D. Brinson, P.E. (Subinitted under previous IVOA #11-0614.41) C. CALCULATIONS: 1. Anchor verification calcular ons and structural analysis, complying with I BC-2007 and FBC-2010, dated 06/0 111 and updated on 10/07/11, prepared, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). Ee MATERIAL CERTIFICATION 1, None, F. STATEAI.ENTS 1. Statement letter of confortnance to the FBC-2007 and FBC-2010, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal N€i.10-1066 issued by BNC, dated 11/09/10, signed by Ishaq Chanda, P. E. G. OTHERS 1. Notice.of Acceptance No. 11-0614.01, issued to PGT Industries for their Series "SH- 200" Aluminum Single Huza-g Window — N.I., approved on 09' d expiring on09/Ol/16. Manu ereZ, P.E. Product Cont Examiner / NOA No. 11-1013.12 Expiration Date: September 01, 2016 Approval Datei December 08, 2011 E-1 ,...,2 ,,,.„,., , ,..,. w. r r ,A �, , t, , ,r , , rr, t,.�� � _ r n � s�na+• �nir nnTrrrrrrrw�lam I .rI _IE,ZR9 lflffl¢f 1 i "till ESR-1066 j Most Widely Accepted and .Trusted Page 3 of 6 ESR-1066 Most Widely Accepted and Trusted Page 5 of 6 Wind resistance of the soffit panels is outside the scope 8.0 OTHER CODES TABLE 1-VINYL SIDING AND SOFFIT (Continued) z In m m. of this report. 8.1 Evaluation Scope: � • . P PRODUCT PRODUCT PRODUCT THICKNESS LENGTH W d Resistance to positive and negative wind loads is NAME CODE STYLE '� _ C- Evaluation deport ESR- ,� 6 in addition to the codes referenced in Section 1.0, the inch ❑ ❑ (inch) (feet -inches .determined by structural capacity of the substrate. 1 . products described in this report were evaluated for The following products are sold under the brand name Vytec: A9 Cr n0 Reissued May 1, 2010 5.0 CONDITIONS OF USE compliance with the requirements of the following codes: 04Q 12 3 0 Aft Q - O 0 Double 44nctt W u This report Is subject to re-examination m two years. The CertainTeed Vinyl I Sidings s and Soffits described in this ■ 2006 International Building Code° 2006 IBC J -n y g g ( ) Nantucket Double 44nch Dutchlap 040 12-3 report comply with, or are suitable alternatives to what is ® Zto ® ■ 2006 International Residential Code (2006 IRC) Double 4'/24nch Dutchlap 040 12-11- . U WWW.ica-es.or (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council specified in, those codes listed in Section 1.0 of this report, "" "'°"m" °°° ^^ �° ° ^° ° e -• subject to the following conditions: ■ 1997 Uniform Building CodeT"" UBC Beaded Sin le 02.4nchru 1 9 (UBC) 9 048 12 4. w. ■ BOCA' National Building Code/1999 BNBC Double 4-inch 042 12-3 M a p m 5.1 Installation complies with this report, the 9 (BNBC) Double 4'12 inch .042 12-11 C� Lit , DIVISION: 07 00 Ol)-THERMAL AND MOISTURE construction types over approved 'sheathings capable of manufacturer's published instructions and the ■ 1997 Standarr/ Building Code' (SBC) PROTECTION supporting the imposed loads, including but not limited to Proside Double 4'/2 inch Dutchlap 042 12-3 W Section: 07 46 33-Plastic Sidingapplicable code. In the event of a conflict between the positive and negative transverse wind load; and as manufacturer's published installation instructions and The products comply with the above -mentioned codes as Single 8 irTch 042 12 3 tQ� W closures on the underside of exterior roof eaves (soffits). this report, this report governs. described in Section 2.0 through 7.0 of this report, with the 0 EL REPORT HOLDER: revisions noted below: Triple 3 Triple 3-inch .042 12-11 A U } 3.0 DESCRIPTION 5.2 The siding is limited to design wind pressures shown M CERTAINTEED CORPORATION The vinyl sidings and soffits are extruded from polyvinyl in Table 2 of this report. 8.2 Uses: Double 4 /z4nch .044 12-11 O N Prestige Double 4 /cinch Dutchlap .044 12-11 4 m 803 BELDEN ROAD chloride (PVC) resins. The. siding panels conform to the 5.3 In jurisdictions adapting the IRC, the siding must be See Section 2.0, N JACKSON, MICHIGAN 49203 requirements of ASTM D 3679 and are formed with an installed in accordance with IRC Table R703.4 and Double 5-inch Dutchlap .044 12-11 RJ 8.3 Description: (800) 233-8990 upper edge having nail slots and a lower edge that hooks limited to areas where the design wind pressure does Double 4'/cinch 046 13� In www.certainteed,corn into the upper edge of the lower course. The accessorySee Section 3.0. W In not exceed the values shown in Table 2 of this report. Double 4'/zinch 046 20-0 p to items, used to detail the application of the product as an 5.4 The exterior walls must be braced or sheathed to 8.4 Installation: Eminence Double 4'/2-inch Dutchlap .046 20-0 Ul U EVALUATION SUBJECT: exterior wall covering, are of the same material resist racking loads with approved materials in installation musk be in accordance with 2006 IBC Section Double 4'/2-inch Dutchlap 046 20.0 ul 0) t All panels are designed with receiving legs and a nailing accordance with the requirements of the applicable 1405.13. Seeiian 4.0 applies, with revisions as noted Board and Batten 0) p CERTAINTEED ViNYL SIDING AND SOFFIT j a Single 6 /z p50 �� flange with a 1 /6-inch-by- l8-inch (28.58 mm by 9.53 mm) building code. g 10-0 below. The following products are sold under the brand name Vinyl Carpentry: prepunched elongated nailing slot spaced 2 inches 5,5 When installation is on Types I, I1, 111 and IV , Types I, 11 111 and IV Construction (2006 IBC) and Triple 3'/,3-inch i� ADDITIONAL LISTEES: (50.80 mm) on center: All siding panels used in horizontal YP � � ' construction (IBC) and noncombustible construction Noncombustible Construction UBC, BNBC and InvisiVent Soffit 46228 Triple 3 /3-1nch Vented Soffit 0,044 VINYL CARPENTRY applications have weep holes prepunched at a minimum of ( 12-6 (UBC, BNBC and SBC), and fire -resistance -rated SBC): See Section 4.5,exce t t 18 inches (457.2 mm) on center on the underside to construction, refer to Sections 4.5 and 4.6 of this ) p he assembly described Triple 3 /3-inch . 750 EAST SWEDESFORD ROAD provide ventilation and drainage, in this section must be limited to installations exposed to Soffit/ Vertical 46229 Triple 3'/,-inch Soffit /Vertical Siding 0.044 12-6 VALLEY FORGE, PENNSYLVANIA 19482 report, respectively, maximum basic wind speeds (3-second gust) of IronMax Soffit/ Vertical 47201 Double 54nch Solid Soffit/ Vertical (800) 233-8990 The panels are available in different colors with smooth 5,6 The siding must be installed only on exterior walls 100 miles per hour (161 km/ti) on structures a maximum Siding 0.046 12-0 finish or embossed with a matt or wood -grain texture. The covered by a solid sheathing capable of supporting of 40 feet (12 192 mm) in height under the 2006 IBC VYTEC panels range in thickness from 0.036 inch to 0.50 inch the imposed loads, including but not limited to positive and the BNBC; maximum basic wind speeds {fastest 47205 Double 5-inch Fully Vented 0.046 12-0 (0.91 mm to 1.27 mm). 750 EAST SWEDESFORD ROAD and negative transverse wind loads, mile) of 80 miles per hour (129 km/h) on structures a 48224 Triple 44nch Fully Vented 0.040 12-0 VALLEY FORGE, PENNSYLVANIA 19482 The accessory shapes include a fascia, "F" shaped trim, maximum of 40 feet 12 192 mm in height in Exposure Universal Soffit/ Vertical 48216 Triple 44nch Solid Soffit/ Vertical _ 5.7 The siding may be installed on buildings of any ( ) 9 p p 0.040 (800) 233-8990 "J" shaped trim, drip cap, starter strips, inside/outside C areas under the UBC; and maximum basic wind Siding 12-0 construction type under the IBC or buildings under the g comers, quarter round soffit molding, undersills, soffit cove IRC, and at a fire separation distance of greater than speeds of 70 miles per hour (112 km/h) on structures a 48220 -Triple 44nch Center vented 0.040 12-0 WOLVERINE SIDING SYSTEMS trim, and "H" divider bar. The thicknesses of accessories 5 feet (1524 mm) in accordance with IBC Section maximum of 40 feet (12 192 mm) in height in Exposure Triple 2-inch Solid Soffit/ Vertical 750 EAST SWEDESFORD ROAD range from 0.040 to 0,050 inch (1.02 to 1.27 mm). C areas under Section 1606.2 of the SBC. Beaded Soffit/ Vertical 46209 1406.2.1.2 or IRC Table R302.1, as applicable. Siding 0-038 12-6 VALLEY FORGE, PENNSYLVANIA 19482 Refer to Table 1 for panel thicknesses, lengths and 5.8 The sheathing must be covered with a water -resistive • One -Hour Fire -resistance -rated limited Load- 46211 Triple 2-inch Vented 0.039 12-6 (800) 233-8990 profiles within the scope of this report. Bearing Wood Stud Wall: See Section 4.6.1. barrier, as required by the applicable Bade. 9 49224 Triple 4-inch Fully Vented 0.036 4.0 INSTALLATION • Fire -Resistance -Rated Walls on Buildings of T 12 0 1.Q EVALUATION SCOPE 5.9 The siding is manufactured in Jackson, Michigan; g Type Value Soffit 49216 Triple 4-inch Solid Soffit 0.036 4.1 General: Claremont, North Carolina; Joplin, Missouri; and V Construction Under the IBC (Type 5 Under the 12-0 Compliance with the following codes: Williamsport, Maryland, under a BNBC, T 49220 Triple 4-inch Center Vented 0.03ti 12-0 Installation of the system; including the panels, corners, P rl/ quality control Type VI Under the SBC, Type V Under the ■ 2009 International Building Code (IBC) program with inspections by Architectural Testing, Inc, UBC): See Section 4.6.2. starter strips, tom and other accessory items, must C ) • Wind resistance: See Section 4.7, except design wind ■ 2009 International Residential Code°(IRC) installed in accordance with IBC Section 1405.14 or IRC (AA-676 . ■ Other Codes (see Section B.QJ Section R703.4, as applicable, ASTM D 4756, the 6.0 EVIDENCE SUBMITTED pressures must be determined in accordance with manufacturer's published installation instructions, the Chapter 16 of the UBC, BNBC or SBC, as applicable or 6.1 Data in accordance with the ICC-ES Acceptance Properties evaluated: code and this report. Criteria for Vinyl Siding (AC37), dated June 2009. with 2006 IRC Section R301.2.1. Under the UBC, where the basic wind speed does not exceed 80 mph (35 m/s) ■ Exterior veneer 4.2 Siding Installation: 6.2 Test reports in accordance with UBC 26-4, UBC 8-1, (fastest mile) and the building height is less than or r Wind load resistance -transverse u s alled over solid plywood structural NFPA 268 and ASTM E 119. equal to 40 feet (12 192 mm) in Exposure C areas, sheathing complying with DOC PS 1, or Exposure 1 7.0 IDENTIFICATION installation must comply with the prescriptive r Types I, II, III and. IV (noncombustible) construction oriented strand board (OSB) sheathing complying with requirements of 2006 IBC Section 1405.13, BNBC DOC PS 2, covered with an approved water -resistive The vinyl sidings and soffits described in this report are Section 1406.3.3, SBC Section 1403.9 or UBC Section ■ Fire -resistance -rated construction barrier as required by the applicable code. identified by a stamp bearing the brand name 1405, as applicable. 2.0 USES (CertainTeed, Wolverine, Vytec or Vinyl Carpentry), the The method of application of the siding is by first product name and style, the statement "Conforms to ASTM For applications in excess of the prescriptive » CertainTeed vinyl sidings; which are also sold under itte installing a starter strip horizontally, along the bottom of the Specification D 3679," the statement "Conforms to UBC requirements, the installation must be in accordance " brand names Wolverine, Vytec and Vinyl Carpentry, are building matching the lowest corner of the building. The Standard 14-2" and the evaluation report number with 2006 IRC Section R301.2.1.1. used as exterior wall coverings on buildings of all starter strip is then nailed to the building every 8 inches (ESR-1066). 8.5 Conditions Of Use: In jurisdictions enforcing the IBC or UBC, foam plastic See Section 5.0, except [h t (Section 5.7) a fire separation ICC-ES Evakmtion Reports are not M be cnn.ca-tted ar representing aesthetics or env other aur-ihutes notspecyically addressed, nor are they to be conshwed '^m, insulation used for noncombustible construction must be distance of greater than 5 feet must be in accordance with as an endorsement of the.cubject nj the report or a recomntenda[ion for its are. There is no warronty by.ICC Evoluotion Service, LLC, evne.ix or implied ac identified in accordance with IBC Section 2603.5.6 or UBC 2006 IBC Section 704.5. [o env finding nr other nm[ter in tlri-s report, nr ar m arn� product covered by the reNIN pnr't. _ .. �,M� Section 2602.2. - - Copyright © 2010 Page 1 of 6 ESR-1066 Most Widely Accepted and Trusted Page 6 of 6 ESR-1066 t Most Widely Accepted and Trusted ,;�.�.».....,_..,.,.,nw.,.,.-.�.,._..___......�w_.._., -._._ ... � . _ .,. ,. ._4___. _w_ ._ _ ._�e . � 6 ..,»._.».s.....�...�_.,.w,._,.. ,._..__.. .,..�,.... �,._,.,�..a.. Page 4 of 6 TABLE 2-ALLOWABLE NEGATIVE WIND LOADS ESR-1066 j Most Widely Accepted and Trusted TABLE 1-VINYL SIDING AND SOFFIT ry Nq4 Y} Page 2 of 6 _ SIDING MAXIMUM STUD' FASTENEW ALLOWABLE NEGATIVE `g, PRODUCT PRODUCT PRODUCT THICKNESS LENGTH SPACING (inches) WIND LOAD (GA (203.2 mm) to 10 inches (254 mm) in slots provided in the mechanically fastened with noncorrosive, self -tapping, NAME CODE STYLE (inch) (feet -inches) SBC BNBC IBC/IRC UBC strip. The nails must be located in the center of the slot, 21/2-inch-long (64 mm) .screws with minimum 3/6-inch- The foifawing products are sold under the brand name CertainTeed: leaving a minimum 1/324nch (0.8 mm) space between the diameter (9.5 nim) heads and 1/8-inch-diameter (3 mm) Monogram 46 D5 16 Nail to studs 53 53 53 33 UJ fastener head and the face of the vinyl nailing strip, to shafts, and with minimum 5/a inch ciiamefer (15.88 mm) 331Q1 Double4-inch p-046 12� 16 allow for expansion. nylon washers, to the exterior of a steel stud wall 33110 Double 4-inch Staple to studs 47 47 47 29 LU 0.046 12-6 16 Nail to studs 76 76 -76 47 The inside and outside corner posts are then installed on constructed with 112-inch-thick (12.7 mm) gypsum wall 33111 Double 4-inch all building corners, and accessories are installed around board on the exterior and 5/e-inch-thick (15.88 mm) Type X Monogram46 0.046 12-6 Monogram 46 D5DL 16 - 33122 Double 5-inch Staple to studs 49 49 49 31 all wall openings. gypsum board on the interior. The assembly described in 0.046 12-0 24 Nail to studs 44 44 44 28 Ail 0% this section must be limited to installations exposed to 33103 Double 5-inch Dutchlap 0.046 12_0 16 Monogram 46 D4 Nail to studs 91 91 91 57 The first siding panel must be locked into the starter strip maximum basic wind speeds (3-second gust) of 100 miles 33125 Double 5-inch Dutchlap 0.046 12_0. 16 Staple to studs 58 58 58 36 and nailed to the building in the center of the nailing slots per hour (161 kmlh) on structures a maximum of 40 feet 33114 - Double 4-inch 0.046 every 16 to 24 inches (406.4 mm to 609.6 mm). (Refer to (12 192 mm) in height under the IBC. 16-8 Monogram 46L D4 16 Nail to studs 87 87 87 54 Table 2 of this report.) The nails must: be located in the 33139 Double 44nch 0 046 Monogram 46L 16-0 in 46L D5DL 16 Nail to studs 78 78 78 49 center of the slot, leavinga minimum 1J3Z-inch 0.8 mm 4.6 Fire -resistance -rated Construction: 33126 16-0 16 Nail to studs ( ) Double 5-inch Dutchlap 0-046 67 67 67 42 - space between the fastener head and the face of the vinyl 4.6.1 One -hour Fire -resistance -rated Limited Load- 33140 Double 5-inch Dutchlap 0.046 20-0 Classic D5 16 Staple to studs 36 36 nailing strip, to allow for expansion. Succeeding panels bearing Wood Stud Wail Wood studs must be nominal 36110 Double 4 inch 36 22 shall be similarly installed, locking into the panel below. 2-by-4 Douglas fir marked "STD & BTR, Doug. Fir, S-Dry," 0.044 12-6 24 Nail to studs 49 49 49 31 spaced 16 inches (406 mm) on center. The wall must be Classic 36119 Double 4'/2-inch Dufcht ap 0.044 12-1 Classic D4 The horizontal siding panel ends must be overlapped 16 Nail to studs 80 80 80 50 1 inch (•2.54 cm) at butt joints and held 1/4 inch (0.64 cm) constructed with a single bottom plate and double fop 36t22 Double 5-inch 0 044 clear of all vertical accessorymembers at wall ends and plates. The wall is a maximum of 10 feet (3.05 m) in 39131 12-0 16 Nail to studs 76 76 76 47 Triple 3-inch 0,042 12-1 Mainstreet D5 16 Staple to studs 38 38 38 24 around openings. For vertical siding height with double 2-by-4 wood fire blocking located at B pane[ end joint 9 39111 Double 4-inch 0.042 12-6 Nail to studs treatment, refer to the manufacturer's installation 8 feel (2.44 m) above the bottom plate. Stud cavities 24 47 47 47 29 39110 Double 4-inch 0,042 12-6 16 Nail to studs must be filled with 31/z-inch-thick 88.9 mm), R-11, 39122 62 62 62 39 instructions. ( ) Double 5-inch 0.042 16 mineral wool insulation bolts. The stud wall must be Mainstreet 12-0 Mainstreet D5DL Staple to studs 58 58 58 36 4.3 Soffit Installation: covered on the exterior with one layer of 1/2-inch-thick 39113 D�uble4-inch Dutchlap 0042 12-6 24 Siding and soffit panels may be installed as horizontal (12.7 mm), exterior gypsum sheathing, and on the interior 39125 Double 5-inch Dutchlap 0.042 Nail to studs 42 42 42 26 soffits at a maximum span of 24 inches (610 mm), with end face with a single layer of 5/6-inch-thick (15.9 mm), Type 12-0 24 Staple to studs 36 36 36 22 :::E 39104 Single 8-inch 0.042 12-6 16 Nail to studs joints on supports. FSW, fire-resistant sum wall board. The exterior wall 39102 Mainstreet D4 53 53 53 33 j pports. The panels must be retained by gyp 6'/2-inch Beaded 0.042 12� 16 Staple to studs 8 F-channels, J-channels or aluminum or vinyl fascia caps. sheathing must be covered with awater-resistive barrier. 2 82 82 51 The channels must be fastened to the fascia, nailing strip The studs are assembled with two 16d smooth box nails Board & Batten 34137 Single 8 Vertical 0.048 12 6 16 or solid wood sheathin at 16 inches 406 mm on center, on each end. The wall board is installed vertical) with 3413g Nail to studs 67 67 67 42 9 f ) 3 y Single 8 Vertical 0.048 with nails of sufficient length to penetrate the nailer 1 inch 1 14-inch-long (44.5 mm), No. 6, bugle head drywall Carolina Beaded 38102 10-0 Carolina Beaded 16 Staple to studs 56 56 56 35 (25.4 mm) or to penetrate through the material thickness, screws spaced 8 inches (203.2 mm) on center around the 6124nch Beaded 0.044 12-4 60106 24 Nail to studs 36 36 36 22 perimeter of the board and along the studs- Vertical Single 7-inch whichever is less. The minimum No. 26 gage (0.019 inch) 9 joints g 0:050 10-1 are staggered on opposite sides of the wall. The Northwoods 60107 24 Staple to studs 38 38 38 24 aluminum fascia cap must be bent to form a minimum 9g pp joints Single 10-inch Shake Q-050 16 1 /2-inch 38 mm receiving flange at corners; channels must be Treated with ready -mixed joint compound and 60148 10-0 Northwoods S7 Nail to studs 60. 60 60 38 ( ) g g Single 9 inch Shake 0.050 10-4 Northwoods S10 16 Nail to studs 42 42 42 26 shall allow for inch 6.4 mm of expansion at each wall, spark -perforated paper joint reinforcing tape. The siding ( ) xP 9 The following products are sold under the brand name Wolverine: Northwoods S9 16 To permit expansion, panels are measured to length and must be attached to the studs using 1 /z-inch-long Nail to studs cut t/z inch (12.7 mm) less. The panels are first inserted (38 mm) roofing nails with flat heads, spaced 8 inches Restoration Smooth 36132 Triple 3-inch 0.044 42 42 42 26 12-1 Board &Batten 12 Nail to sheathing 62 62 62 39 (203 mm) on center along the stud. 36118 Double 4'/zinch 0.044 12-1 into the wall channels and then into the fascia channels. American Legend D5 16 Nail to studs 36 36 36 22 Each panel must be secured to the fascia or to nailing The axial load capacity of the wall is limited to a 36110 Double 4 inch 0,044 12-6 16 Staple to studs 33 strips at a maximum of 16 inches (406 mm) on center, maximum load of 1050 pounds (476.7 kg) per stud or Classic 36119 Double 4'12-inch DutchLap 0.044 33 33 21 LJ Adjacent panels must be interlocked. Fascia caps must 32 percent of maximum design load calculated under the 36122 12-1 American Legend D4 16 Nail to studs 60 60 60 38 Double 5 trtch 0 044 9 then be installed over the panels, and a drip edge must be AF8[PA National Design Specification for Wood 12-0 16 Staple to studs 58 58 58 36 40131 Triple 3-inch 0.042 12-1 16 placed over the cap to reduce moisture intrusion. For porch Construction (NDS)_ Nail to studs 44 44 44 28 ceilings, the ceiling 40110 Double 4 inch 0.042 Staple to studs 69 69 69 43 9 g perimeter is framed with the J cftannels 4.g,2 Fire -resistance -rated Walls an Buildings of Type 4011i 12 ° Encore D5 16 so F-channels, and panel placement is as set Earth far V Construction under the IBC: The vinyl siding may be Double 44nch 0.042 12-6 24 Naii to studs 33 33 33 21 soffits. installed over code-complying,exterior, fire -resistance- American Legend 40122 Double 5-inch 0.042 24 r 12-0 Staple to studs 44 44 44 28 4.4 Fasteners: rated bearing or nonbeanng walls required to be of Type V 40119 Double 4'!Z-inch Dutchlap 0.042 16 construction under the iBC without affecting the hourly 401- 12-1 Encore D4 Nail to studs 64 64 64 40 ' Siding, soffits and accessories must be fastened to framirt 6 /z-inch Beaded p,042 �2 4 16 Staple to studs 53 53 53 33 9 rating of the walls_ 40105 with either .galvanized, aluminum or stainless steel nails Single 84nch 0.042 12-6 Newtown D4 16 Nail to studs With a minimum length of 1112 inches �38 mm), a shaft 4.7 Wind Resistance: 43130 51 51 51 32 Triple 3-inch 0.040 . 12-1 Newtown D5 16 Nail to studs 38 38 38 24 diameter of 0.122 inch (3 mm), and a lib -inch diameter The design wind pressures must be determined in 43110 Double4 irxh 16 �11.11 mm) head. Minimum embedment into scuds must be accordance with Chapter 16 of the IBC, or Section R301.2 Encore 0.040 12-6 Newtown D5DL Nait to studs 22 22 22 14 14 inch (19.05 mm). Corrosion -resistant staples may also of the IRC, and must not exceed the allowable values 43122 Double 54nch 0.040 12-0 Triple 3-'/a Soffit /Vertical j2 Nail to sheathing 56 56 56 35 be used, where indicated in Table 2_ Staples must be shown in Table 2 0# this report. 43119 Double 4'/24nch Dutchlap 0.040 For SI: 1 inch = 25,4 mm, 1 psf = 0.0479 kPa. 12-1 16 gage, with a minimum length of 1314 inches (44.45 mm) In areas where the basic wind speed (3-second gust) 61110 Double 4-inch 0.040 and a crown width of r/16 inch (11.11 mm). Minimum staple p ( ) 12 6 ZStuds are minimum 2-by-4 wood with a minimum specific gravity of 0,42, _ does not exceed 100 mph 45 (12 and the building height Newtown 61122 Double 5-inch 0.Q40 Nails and staples must be as specified in Section 4.4. embedment into studs must be 3!4 inch (19.05 mm). is less than or equal to 40 feet (12 192 mm) in Exposure C 61125 12-6 Double 5-inch DutchLap 0.040 12-6 Accessory materials such as comers, starter strips and areas, installation must comply with the prescriptive trim must be fastened in accordance with the requirements of IBC Section 1405:14. manufacturer's instructions. In areas where the basic wind speed (3-second gust) 4.5 Types 1, 11, 111 and IV (Noncombustible) does not exceed 110 mph (49 m/s) in Exposure B areas Construction: and does not exceed 90 mph (40 m1s) in Exposure C areas or 85 mph (37 m/s) in Exposure D areas, installation must The vinyl siding may be installed on the exterior of comply with the prescriptive requirements of IRC Section buildings of any type of construction when installed over R703.4. For applications in excess of the prescriptive maximum 1-inch-thick (25.4 mm) expanded polystyrene requirements, the installation must be in accordance with insulation (1 pound per cubic foot (16 kg1m3)j and IRC Section R301.2.1. a ,