|
F
<br />FL # FL16503-R3
<br />Application Type Revision
<br />Code Version 2017
<br />Application Status Pending FBC Approval
<br />Comments
<br />Archived (w.
<br />Product Manufacturer KAYCAN LTD
<br />Address/Phone/Email 1 Memorial Drive
<br />KAYCAN LTD
<br />VINYL SOFFIT - SOLID AND VENTED
<br />cN
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<br />VINYL SOFFIT INSTALLATION INSTRUCTIONS
<br />DP RATINGS AT VARIOUS SPANS
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<br />Richford, VT 05476
<br />(662) 25ne@kpi Ext 231
<br />(662)n 52-99 1 Extct31
<br />AuthorizedSl nature Joe
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<br />joe.lundine@kpproducts.com
<br />T h -1 R- - t tI J LL dl
<br />WITH SINGLE SPANS
<br />INSTALLATION ANCHORAGE DETAILS
<br />w
<br />3
<br />d
<br />INSTALLATION NOTES: DESIGN PRESSURE (PSF) AT VARIOUS SINGLE SPAN LENGTHS
<br />1. EAVE WIDTHS (SPANS)
<br />( 12"TRIPLE 4 SOLID/ NO. SOLID SOFFIT 12"TRIPLE4 FULL-0-VENT ECO/NO.0639 VENTED SOFFI
<br />1.1. THE INSTALLATION CROSS SECTIONS SHOWN ON SHEETS 3 AND 4 DEPICT SINGLE Single $part INSTALLATION Single Span INSTALLATION
<br />SPANS FOR EAVE CONSTRUCTION OF FRAMING IN EITHER DETAILSATHRUF Positive Negative DETALLSATHRUF Positive Negative
<br />CANTILEVER OR OVERHANG CONFIGURATIONS. HOWEVER, THIS DOES NOT LIMIT Length "L" Length °L° 5
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<br />eC nca epresen a Ve oe In ne
<br />GENERAL NOTES:
<br />Address/Phone/Email 402 Boyer St
<br />Williston, VT 05495
<br />1, THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE
<br />(662) 252-9991
<br />CURRENT EDITION OF FLORIDA BUILDING CODE- BUILDING AND RESIDENTIAL
<br />Joe. lundlne@kpproducts, com
<br />VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE
<br />DESIGN PRESSURES SHOWN ON SHEET 1. THESE PRODUCTS WERE TESTED
<br />Quality Assurance Representative Joe Lundine
<br />TO ASTM E330-14, STRUCTURAL TEST RESULTS BASED ON ASTM E330.14
<br />WERE DIVIDED BY15ASREQUIRED BYTHE BUILDINGCODE ,
<br />Address/Phone/Email 402 Boyer St
<br />Williston,
<br />2. DESIGN PRESSURE (DP) RATINGS SHOWN ON THIS SHEET ARE BASED ON 10"
<br />-9 91
<br />(662) 2hne@k 1
<br />EAVE WIDTHS IN SINGLE SPANS. SPAN WIDTHS AT 10", 12", 14" AND 16" ARE
<br />Joe. lundlne@kpproducts.com
<br />SHOWN ON SHEET 2,
<br />Category Panel Walls
<br />3. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON TESTING
<br />PERFORMED AT MOLIMO ARCHITECTURAL PRODUCT TESTING, 1141C EDEN
<br />Subcategory Soffits
<br />ROAD. YORK, PA 1740.
<br />Compliance Method Evaluation Report from a Florida Registered ATchitect Or a Licensed
<br />-
<br />4, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND
<br />Florida Professional Engineer
<br />WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE
<br />SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND
<br />Evaluation Report - Hadcopy Received
<br />TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND I$ THE
<br />Florida Engineer or Architect Name who Robert J. Amoruso, P.E.
<br />RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE
<br />PROJECT.
<br />developed the Evaluation Report
<br />Florida Ucense PE-49752
<br />6. OVERHANGS RECEIVING SOFFIT SHALL BE CHECKED FOR STRUCTURAL
<br />ADEQUACY, DAMAGE, CRACKS OR DEFECTS THAT MAY PRECLUDE THE
<br />Quality Assurance Entity Architectural Testing, Inc.
<br />SOFFIT FROM PERFORMING HS INTENDED FUNCTIONS. SUCH DEFECTS
<br />g w SOFFIT INSTALLATION TO THESE CONFIGURATIONS ONLY AS LONG AS MINIMUM (SHEET 5)
<br />)
<br />FASTENER REQUIREMENTS AND SPAN LIMITS ARE MAINTAINED. 10 D & CorE & F 663 -63.3 10 D &CorE & F 66.7 -60.0
<br />A&BorA&C 66.7 60.0
<br />1.2. SEE TABLE ON THIS SHEET FOR SPANS OF IO", 12', IVAND 16". A&BorA&C 55.6 -52.0
<br />12 D&CorE&F 55.6 -52.8 12 D&CorE&F 55.6 -50.0 i n
<br />2. INSTALLATION FASTENERS A &BorA & C 55.6 -50.0 A &BorA & C 55.6 -5010 a
<br />o
<br />D&CorE&F 47.6 -45.2 b&CorE&F 47.6 -42.9 rn4 n
<br />a $ OLL 2.1. FASTENERS SHALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN 14
<br />ZHEREIN FOR RESPECTIVE SUBSTRATE, SEE FASTENER SCHEDULE TABLE ON THIS A &BorA & C 47.6 -42.9 14 A &BorA & C 47.6 -37.5 O w
<br />M SHEET. D&CorE&F 4L7 -39.6 16 D&CorE&F 41.7 -37.5 w> B
<br />E s 16
<br />8 2.2. MINIMUM EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO A & B or A & C 41.7 -37.5 A &BorA & C 41.7 -37.5 z Q
<br />W STUCCO, FOAM, BRICK VENEER AND SIDING). EDGE DISTANCES SHALL BE SUCH TO j I a y
<br />LOZ PREVENTIVE CRACKING OF SUBSTRATE MATERIAL, 12"TRIPLE4FULL-O-VENT/NO. MU VENTED SOFFIT
<br />5 vJ
<br />¢ r Q 2.3. FASTENER LENGTHS SHOWN IN THE INSTALLATION DETAILS DO NOT TAKE INTO Single Span r5 a E
<br />o o O par z ACCOUNT WALL FINISHES. WALL FINISH THICKNESS SHALL BE ADDED TO THE DETAILS ATHRU F Positive Negative
<br />REQUIRED FASTENER LENGTHS. SEE FASTENER SCHEDULE TABLE ON THIS SHEET. Length "L" O aA
<br />(SHEET 5) 3�w�z?8
<br />vMX ° 10
<br />3, 2X2 NOMINAL BATTEN INSTALLATION TO SUPPORTING SUBSTRATE STRUCTURE IS THE D &CorE& F 66.7 -5&7 w LTj
<br />U Qg $ RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. A & 8 Or A & C 66.7 -66.7 .6
<br />LL1? m-� D&CorE&F 56.G -47.3 5z J w
<br />g r Or -" 4. ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF 12 'z o
<br />LL ti m a CORROSION RESISTANT MATERIALS COMPATIBLE WITH THE SUBSTRATE MATERIALS. A &BorA & C 55.6 -55,6 - R
<br />00`P D&CorE&F 47.6 -40.5 >g
<br />mZ
<br />¢1 5. SEE INSTALLATION MOUNITING DETAILS AND ILLUSTRATIVE INSTALLATIONS ON SHEETS 14
<br />Quality Assurance Contract Expiration Date 12/31 /2020 SHALL BE ELIMINATED PRIOR TO SOFFIT INSTALLATION, z K d w 3.4 AND 6. A & B or I & C 41-7 -47.6
<br />35A
<br />e» D&CorE&F 41.] -35.4 - z-»
<br />y. 161
<br />16
<br />z ERSg A&BorA&C 41.7 -41.7
<br />6 INSTALL W a5^
<br />DESIGN PRESSURE (PSF) RATING AT 10" SPAN (NOTE 2)
<br />VINYL SOFFIT SERIES
<br />INSTALLATION METHOD
<br />DESIGN PRESSURE
<br />NET FME AREA
<br />NET FREE AREA
<br />(SEE NOTE 2)
<br />(PSF) (SEE NOTE 1)
<br />(SQ. LNlLINEAL FT.)
<br />(SO. INfSQ- FT.)
<br />12" TRIPLE 4 SOLID
<br />FASCIA / J--CHANNEL
<br />FASCIA / F-CHANNEL
<br />+66.7/-63.3
<br />N/A
<br />N/A
<br />NO. 06M SOLID SOFFIT
<br />J-CHANNEL J J-CHANNEL
<br />+66.7/-60
<br />N/A
<br />F-CHANNEL / F-CHANNEL
<br />N/A
<br />12" TRIPLE 4 FULL O-VENT
<br />FASCIA J J-CHANNEL_
<br />FASCIA / F-CHANNEL
<br />+66.7/-56.7
<br />4.18
<br />4.18
<br />NO. Q622 VENTED SOFFIT
<br />J-CHANNEL / J-CHANNEL
<br />+66.7/-66-7
<br />F-CHANNEL / F-CHANNEL
<br />4,18
<br />4.1a
<br />12" TRIPLE 4 FULL-O-VENT ECO
<br />FASCIA / J-CHANNEL
<br />FASCIA / F-CHANNEL
<br />+66 7/-60
<br />4,18
<br />4.18
<br />NO. 0639 VENTED SOFFIT
<br />J-CHANNEL J J-CHANNEL
<br />+66.7/-60
<br />F-CHANN£L / F-CHANNEL
<br />4.18
<br />4.18
<br />NOTE 1; DESIGN PRESSURE RAi1NCS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON Vasd BASIC WIND SPEEDS. THUS PROJECT
<br />DESIGN PRESSURES AS DETERMINED FROM ASCE 7-10 BASED ON Vult BASIC WIND SPEEDS ARE PERMITTED TO BE MULTIPLE{D BY 0.6 PER THE
<br />CURRENT' EDITION OF THE FLORIDA BUILDING CODE FOR COMPARISON TO THE DESIGN PRESSURE RATINGS ABOVE.
<br />NOTE 2: SEE SHEET 2 FOR DESIGN PRESSURES AT 10", 12", 14" AND 16-. SEE SHEETS 3 AND 4 FOR SINGLE SPAN INSTALLATIONS FOR
<br />TRUSS/WOOD FRAMING CANTILEVER AND OVERHANG EAVE CONSTRUCTION. SEE SHEET 5 FOR CONNECTION DETAILS.
<br />Validated By Steven M. Urich, PE
<br />IV
<br />ATION OF SOFFITAND ACCESSORIES SUCH AS CORNER POSTS, O " K��s
<br />"q
<br />STARTER STRIPS, AND TRIM AROUND OPENINGS SHALL BE DONE IN o65
<br />ACCORD CE WITH THE CURRENT EDITION OF THE FLORIDA BUII
<br />Validation Checklist - HardCopy Received
<br />OING CODE
<br />- BUILDINGANAND RESIDENTIAL VOLUMES AND THE MANUFACTURER'S E
<br />Certificate of Independence FL 16503 R3 COT CI 2511 Re-10 'v Invl-soffit Es -
<br />INSTRUCTIONS.
<br />7. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING
<br />Referenced Standard and Year (of Standard) Standard Year
<br />REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR
<br />REGISTERED ARCHITECT
<br />ASTM D1929 2012
<br />6. SOFFIT SHALL BE LABELED IN ACCORDANCE WITH THE CURRENT EDITION OF
<br />ASTM D2843 2010
<br />THE FLORIDA BIJILOING CODE,
<br />ASTM D3679 2011
<br />0, SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EDITION OF
<br />ASTM D635 2010
<br />THE FLORIDA BUILDING CODE ARE SHOWN IN THE APPROVED SOFFIT
<br />ASTM D638 2003
<br />SCHEDULE ON SHEET 1. Robert J. Amoroso, PF.
<br />ASTM E330 2002 10. MATERIALS:
<br />10.1- KAYCAN BUILDING PRODUCTS VINYL SOFFIT AND TRIM IS
<br />ASTM E330 2014 MANUFACTURED FROM AFORMULATFDPVC POWDER COMPOUND
<br />ASTM 3155-05a 2005 MEETING THE SPECIFICATIONS OF ASTM D3B79.
<br />10.2. KAYCAN BUILDING PRODUCTS ALUMINUM TRIM IS MANUFACTURED FROM
<br />Equivalence of Product Standards ALUMINUM ALLOY WITH ASTM Eli TESTED TENSILE STRENGTH OF 21 KSI
<br />Certified By Florida Licensed Professional Engineer or Architect AND YIELD STRENGTH OF 9.86 KSI.
<br />r_1650r R3 Eauiv EER - RevO 'V:nrvi- offit ss.cdF
<br />Sections from the Code
<br />Product Approval Method Method 1 Option D
<br />b d
<br />TABLE OF CONTENT
<br />SHEET
<br />DESCRIPTION
<br />1
<br />GENERAL NOTES AND PERFORMANCE RATINGS
<br />2
<br />INSTALLATION NOTES AND DP RATINGS AT VARIOUS SPANS
<br />3
<br />INSTALLATION DETAILS, CANTILEVER CONSTRUCTION
<br />4
<br />INSTALLATION DETAILS, OVERHANG CONSTRUCTION
<br />5
<br />INSTALLATION DETAILS A THROUGH F
<br />6
<br />SOFFIT PROFILES
<br />7
<br />CHANNEL A. FASCIA PROFILES / DOM / SOFFIT SCHEDULE
<br />Flaldz P.E. No. 49752
<br />FASTENER SCHEDULE
<br />F,VSiEwER �E6GWPTION
<br />7E
<br />MN. ENBEOMENT
<br />TssENorev
<br />p(-E p�tiAAI[E
<br />0.097" DIAMETER x
<br />CONCRETE
<br />1"
<br />1/4"
<br />1-1/2" T-NAIL
<br />OR MASONRY
<br />0, 072' DIAMETER %
<br />WOOD
<br />1-3/4"
<br />1/4'.
<br />1-3/4- TRIM NAIL
<br />16 GA. X 711W WIDTH
<br />CROWN STAPLE 1` MIN,
<br />WOOD
<br />7/8"
<br />1/4"
<br />LENGTH
<br />�8 x 3" FH WOOD SCREW
<br />OR NB x 3" FH TAPPING
<br />WOOD
<br />1-1/2"
<br />5/6"
<br />SCREW,
<br />3/16- PW TAPCON
<br />CONCRETE
<br />1"
<br />1-1/8°
<br />CONCRETE SCREW
<br />OR MASONRY
<br />NOTE 1: EMBEDMENT BASED ON NOMINAL LENGTH OF FASTENER
<br />THROUGH SOFFIT OR CHANNEL INTO SUPTYJRTING SUBSTRATE WJO
<br />WALL FINISHES, WHERE WALL FINISHES ARE PRESENT, THE FASTENER
<br />LENGTH WLLL BE INCREASED AS REQUIRED TO MAINTAIN EMBEDMENT
<br />DEPTH INTO SUPPORTING SUBSTRATE.
<br />Date Su mifle 12/O8/2017
<br />Date Validated 12/12/2017
<br />Date Pending FBC Approval 12/20/2017
<br />TRUSS/FRAMING CANTILEVER EAVE CONSTRUCTION Q a
<br />N
<br />SPAN "L" SPAN "L^ 'TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION
<br />SPAN "L' SPAN 'L" 4
<br />EAVE WIDTH W
<br />EAVE WIDTHS A EAVE WIDTH EAVE WIDTH �u
<br />(ROOF (ROOF w >;o (ROOF (ROOF w �o
<br />OVERHANG) OVERHANG) p o h OVERHANG) OVERHANG) °o
<br />a L
<br />a o
<br />CONCRETE, coo o CONCRETE, CONCRETE,
<br />$ o
<br />SOFFIT CMU OR SOFFIT zo f�../ CMU OR d� E
<br />���/// WOOD
<br />(NOTE & (NOTE ORCMU
<br />SEE DETAIL "F SOFFIT WOOD v,�
<br />a ° WOOD SEE DETAIL "E" ( a
<br />CMU
<br />O SEE DETAIL "A' SEE DETAIL "Bw WOOD I SEE DETAIL "D' SEE DETAIL "C°N z
<br />m B SOFFIT NOTE 1)
<br />TE
<br />SEE DETAIL "A' SEE DETAIL "8'
<br />EAVE CROSS-SECTION EAVE CROSS-SECTION (NOTE 1) a 9 i >> z a EAVE CROSS-SECTION EAVE CROSS-SECTION oa o mI LLIL a
<br />SPA
<br />SINGLE SPAN W/F-CHANNEL SINGLE SPAN W/J-CHANNELS 5 ° A 8 S SINGLE SPAN -CHANNEL SINGLE SPAN W/J-CHANNELS qq3 0
<br />C 0 3 F-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA PND > 22 F Sa g
<br />r F-CHANNEL @ WALL, FASCIA @ FASCIA END J-C14ANNEL @ WALL, AND FASCIA END > o w of sE e o tlgiy
<br />SPAN "L" SPAN "L"
<br />a LL� Pa 06 "ES
<br />OpLL' - EAVE WIDTH EAVE WIDTH
<br />@1
<br />SPAN "L" zg 1L S4
<br />4 (ROOF (ROOF s6
<br />a R OVERHANG) OVERHANG) _.
<br />4-Jt!
<br />EAVE WIDTH(ROOF
<br />OVERHANG)
<br />1'n
<br />SEE SHEET 2 FOR INSTALLATION
<br />NOTES, FASTENER SCHEDULE AND CONCRETE, CONCRE E,
<br />DESIGN PRESSURE PERFORMANCE ;SOFFIT// CMU DR WOOCMU OR
<br />RATING TABLES. SEE SHEET 5 OR SEE DE AIL "A SEE DETAIL "E (NOTE
<br />OD 1) SEE DETAIL "F SOFFTSEE DETAIL 'e"� (NOTE 1)
<br />forlda P.E. N".49752
<br />CONCRETE, DETAILS A B C & D. EAVE CROSS-SECTION EAVE CROSS-SECTION
<br />SOFFIT-�. / CMU OR } 7 R"wna. Ar,r"m.d,PE.
<br />SEE DETAIL "A" ,_/ WOOD FI"rid"P.ENn.4AT62 SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/F-CHANNEL
<br />SEE DETAIL "C' (NOTE 1)
<br />J-CHANNEL {ril WALL-, FASCIA @FASCIA END F-CHANNEL @ -WALL, J-CHANNEL @FASCIA END
<br />EAVF, CROSS-SECTION SEE SHEET 2 FOR INSTALLATION NOTES, FASTENER SCHEDULE AND DESIGN PRESSURE
<br />SINGLE SPAN W/J-CHANNEL NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING ® 24" O.C.
<br />J-CHANNEL @ WALL, FASCIA @ FASCIA END OR CONCRETE/MASONRY. BUILDING CODE REQUIREMENTS PERFORMANCE RATING TABLES. SEE SHEET 5 OR DETAILS A, B, E & F.
<br />FOR SUBSTRATE MATERIAL MUST BE MET.
<br />NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING 0 24" O.C, OR CONCRETE/MASONRY, BUILDING CODE
<br />REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET.
<br />a ¢ s
<br />N N c S
<br />w 11519
<br />c
<br />WOOD FRAMING Q 375 376 wro It
<br />HIPPIES INSTALLED u z
<br />% O 24' D.C. INTO m .486N
<br />� 36E5 2625 V v- C &
<br />FRAMING F 166
<br />WUtip ¢ W QZ u-
<br />STAES INSTALLED O 24" QX p NN `
<br />PL5 0 LL O dt t}
<br />O MAk (INTO W000) ON F-CHANNEL / IY' F 6 0.084 n4 L
<br />TRIN NAI LEG OR T-NAIL O 12QC, NA% / DL $ w
<br />© I1HRH (INTO CONCRLM/MAsouwY
<br />0 Gj
<br />FASCIA
<br />OX MAx A O.C.UES INSTALLED 4N 12' INsrx-t�D �,+ u�/� v M� -� R0,D93 •793
<br />O ST+NLE - WOOO)CIN FF- ANNEL (WTO WOOD)IN 0,165
<br />DETAIL A
<br />1Nsr VALLEYS
<br />AT 1s2 ace iwzii w os rH-4 . a �i• £ ° 0. 18 95° 0.5 6
<br />7 7
<br />NAIINHVAltEY6 (OD
<br />/ S CONCRETE/Maa7NgY) 5 D.0 MAIL (INTO '�
<br />-LHANN O" UNGREEMAONR,u 0 12" TRIPLE 4 SOLID SOFFIT - VINYL - N0. 623 w
<br />a Q 4
<br />-- SOMI 1/8" MAX. CONCRETE, 3O CONCRETE, ;: wy---.}�
<br />�FAS WOOD°R 1/8" MAX. WOOD R n & - - w 1'4 9:: "
<br />J-CHANNELO / (NOTE 1) (NOTE 1} L� - e
<br />a W
<br />Al
<br />1/2" J-CHANNEL TRIM
<br />o/.486 3625 3.625 3fi6 � K �° a LLDETAFASCALA DETAIL B DETAIL CA Ni oEp._lyF.CVINYL (N0. 1100) �sT o,Lz
<br />2X2 WOOD BATTENU J-4I1A1NTNEL -�i P� ". 1.25
<br />STAPLES INSTALLED
<br />]� 0 24' DO. INTO 2X2 W000 BATTEN 10 Nz`� �Z _ �'E$ 4" FASCIA
<br />FRANMC INSTALLATION SCREW, TT .
<br />eATTEN ATTACHMENT Q8 2- DETAIL SMOOTH
<br />STAPLES 116TALIED FASTENER SPACFA 24'I9l ALUMINUM
<br />O 24' O.C. IN70 O MPX. O.L. �J y^�PN, a56
<br />N LLS INSTALLED A=a 12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL - NO. 622
<br />§� (No. 9700)
<br />x2we
<br />O 24' O.G INTO O Go$�
<br />FRAMING 411;
<br />STAPLES INBTALLEO
<br />O 12' 0 C MAX Eli x 3' WOOD SCREW OR ATDEN
<br />(7) D) W SCREW, ENERJ-CHANNEL SLOT ACMENT FASTENER-
<br />wACEo 24- L4Ax. o.e� 13se9 JOR,775
<br />S O.C. 110.X (WIG.35 .315
<br />�SOFRr CONCRETE/MASONRY) - .49 3625 3.62 366 GN NNeF/�; R015O SiAPLED.CN WX Q 0 sOFFIr� O / rFlTO 0044
<br />STAPLES INSTALLED O 1 Imta4J Pmmu; PE
<br />BILL OF MATERIALS
<br />ITEM
<br />DESCRIPTION
<br />MATERIAL
<br />1
<br />SOFFIT - SEE SCHEDULE ON SHEET i AND DRAWINGS
<br />ON SHEETS 6
<br />WNYL
<br />(SEE NOTE 10 ON SHEET 1)
<br />2
<br />F-CH NEL - SEE DRAWING ON SHEET 7
<br />3
<br />J-CHANNEL - SEE DRAWING ON SHEET 7
<br />4
<br />FASCIA - SEE DRAWING ON SHEET 7
<br />ALUWNUM
<br />(SEE NOTE ''0 ON SHEET 1)
<br />5
<br />x 1-1/2' T-NHL FOR CONCRETE AND
<br />MASON'DWSUBSTRATES.
<br />MASONRY Y SUBSTRATES.
<br />STEEL
<br />6
<br />0.072' DIAMETER X 1-3/4" TRIM NAIL
<br />STEEL
<br />7
<br />15 GA. % 7/16" TTIDrH CROWN STAPLE 1" MIN. LENGTH
<br />STEEL
<br />e
<br />HH x 3" FH WOOD SCREW OR a x 3" FH TAPPING
<br />SCREW. USED TO ATTACH BATTEN TOW STRUCTURE,
<br />STEEL
<br />9
<br />3/16" RW TAPCCN CONCRETE SCREW, MIN. I'
<br />EMBEDMENT
<br />STEEL
<br />10
<br />Y X 2' NOMINAL WOOD BATTEN - SG = 0.42 MIN.
<br />WOOD
<br />VINYL SOFFIT AND TRIM SCHEDULE
<br />VINERIES LT
<br />S
<br />SERIES
<br />J-CHANNEL
<br />F-CHANNEL
<br />FASCIA
<br />12" TRIPLE 4 SOLID
<br />NO. 0623 SOLID
<br />SOFFIT
<br />12' TRIPLE 4
<br />FULL-O-VENT
<br />1/2" J-CHANNEL
<br />1/2" F-CHANNEL
<br />4" FASCIA
<br />NO. 0622 VENTED
<br />VINYL
<br />VINYL
<br />ALUMINUM
<br />-SO FIT
<br />NO. 1100
<br />NO. 1178
<br />NO. 9700
<br />12" TRIPLE 4
<br />FULL-O-VENT ECO
<br />NO- 0639 VENTED
<br />SOFFIT
<br />Rotvn J. Amoroso, P.E.
<br />FbNtl" P E. No.4ei52
<br />D �o
<br />a H�
<br />16
<br />E i
<br />O g n
<br />�N
<br />NE g
<br />S Sm �d i ¢
<br />Q %p a�s
<br />�gyz� P
<br />WOOD) IN J-CHANNEL 1/8 MAX. O
<br />-CHANNEL 12" O.C. MAX (INTO
<br />BLOT
<br />i/8" MAX. WOOD IN J-CHASNN -CHANNEL 3
<br />3
<br />� A38
<br />Fbr"°P.E No, A9]52
<br />r78 ,7) R
<br />no'ae76s.
<br />o
<br />R.b.J.Amorus,P.E.
<br />WW PE.N 49762
<br />J6' MAX
<br />�- --
<br />R oMa P t
<br />'
<br />CONCRETE,
<br />��%-�✓ U U��
<br />DETAIL A
<br />1/2" F-CHANNEL/TRIM
<br />CMU OR
<br />DETAIL DETAIL (NOTEE1)
<br />VINYL (No. 1 1 78)
<br />DETAIL F
<br />12" TRIPLE 4 FULL-O-VENT SOFFIT ECO - VINYL NO. 639
<br />J-CHANNFI, J-CHANNEL
<br />J CHANNEL
<br />FASCIA
<br />NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING ® 24" O.C. OR CONCRETE/MASONRY, FASCIA
<br />f`
<br />BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET.
<br />
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