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BY DATE RJA 9 OF 03/20/17 KAY0010 ALUMINUM SOFFIT INSTALLATION - UNLIMITED SPANS PTC PRODUCT DESIGN GROUP, LLC P.O. Box 520775 Longwood, FL 37252-0775 FBPE Cert. of Auth. No. 25935 DESCRIPTION REV TITLE: DRAWN BY: SCALE: REV: DATE: DRAWING NO: SHEET: KAYCAN LTD 1 MEMORIAL DRIVE RICHFORD, VT 05476 Robert J. Amoruso, P.E. Florida P.E. No. 49752 Phone: 321.690.1788 Fax: 321.690.1789 Email: [email protected] D N.T.S. PROJECT #419-1115 RJA 9/14/20 UPDATE NOTES C RJA 12/28/20 UPDATE INSTALLATION D KAYCAN LTD AL80,N80 62)),T 62L,D AND 9(NT(D :,T+ 8NL,0,T(D 63AN6 ,N6TALLAT,2N ANC+25A*( D(TA,L6 GENERAL NOTES, PERFORMANCE RATINGS, SOFFIT/TRIM SCHEDULE 1 GENERAL NOTES: 1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF FLORIDA BUILDING CODE- BUILDING AND RESIDENTIAL VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURES SHOWN ON SHEET 1. THESE PRODUCTS WERE TESTED TO ASTM E330-14. STRUCTURAL TEST RESULTS BASED ON ASTM E330-14 WERE DIVIDED BY 1.5 AS REQUIRED BY THE BUILDING CODE. 2. DESIGN PRESSURE (DP) RATINGS SHOWN ON THIS SHEET ARE DOCUMENTED AT UNLIMITED EAVE WIDTH SPANS WITH SUPPORTS (2X2 NOMINAL BATTENS) SPACED 10" O.C. 2.1. INSTALLATION CROSS SECTIONS DEPICT THREE (3) 10" SPANS FOR ILLUSTRATION. MORE OR LESS SPANS ARE ACCEPTABLE. 3. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON TESTING PERFORMED AT MOLIMO ARCHITECTURAL PRODUCT TESTING, 11410 EDEN ROAD, YORK, PA 1740. 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. 5. OVERHANGS RECEIVING SOFFIT SHALL BE CHECKED FOR STRUCTURAL ADEQUACY, DAMAGE, CRACKS OR DEFECTS THAT MAY PRECLUDE THE SOFFIT FROM PERFORMING ITS INTENDED FUNCTIONS. SUCH DEFECTS SHALL BE ELIMINATED PRIOR TO SOFFIT INSTALLATION. 6. INSTALLATION OF SOFFIT AND ACCESSORIES SUCH AS CORNER POSTS, STARTER STRIPS, AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES AND THE MANUFACTURER'S INSTRUCTIONS. 7. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT . 8. SOFFIT SHALL BE LABELED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. 9. SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE ARE SHOWN IN THE APPROVED SOFFIT SCHEDULE ON SHEET 1. 10. MATERIALS: 10.1. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT AND TRIM IS MANUFACTURED FROM ALUMINUM ALLOY WITH ASTM E8 TESTED TENSILE STRENGTH OF 21 KSI AND YIELD STRENGTH OF 9.86 KSI. DESIGN PRESSURE (PSF) RATING AT 10" SPAN (NOTE 2) ALUMINUM SOFFIT SERIES INSTALLATION STAPLE (BOM ITEM NO. 5) EAVE WIDTH (IN) DESIGN PRESSURE (PSF) (SEE NOTE 1) NET FREE AREA (SQ. IN./LINEAL FT.) NET FREE AREA (SQ. IN./SQ. FT.) TABLE OF CONTENT INSTALLATION DETAILS, ELEVATIONS INSTALLATION DETAILS A, B AND C INSTALLATION DETAILS, SECTION A/5 AND BOM INSTALLATION DETAILS, SECTION B/6 SOFFIT PROFILES CHANNEL AND FASCIA PROFILES

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Page 1: NTALLATN ANCA DTAL

BY

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KAYCAN LTDALUMINUM SOFFIT - SOLID AND VENTED

WITH UNLIMITED SPANSINSTALLATION ANCHORAGE DETAILS

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GENERAL NOTES:

1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE

CURRENT EDITION OF FLORIDA BUILDING CODE- BUILDING AND RESIDENTIAL

VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE

DESIGN PRESSURES SHOWN ON SHEET 1. THESE PRODUCTS WERE TESTED

TO ASTM E330-14. STRUCTURAL TEST RESULTS BASED ON ASTM E330-14

WERE DIVIDED BY 1.5 AS REQUIRED BY THE BUILDING CODE.

2. DESIGN PRESSURE (DP) RATINGS SHOWN ON THIS SHEET ARE DOCUMENTED

AT UNLIMITED EAVE WIDTH SPANS WITH SUPPORTS (2X2 NOMINAL BATTENS)

SPACED 10" O.C.

2.1. INSTALLATION CROSS SECTIONS DEPICT THREE (3) 10" SPANS FOR

ILLUSTRATION. MORE OR LESS SPANS ARE ACCEPTABLE.

3. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON TESTING

PERFORMED AT MOLIMO ARCHITECTURAL PRODUCT TESTING, 11410 EDEN

ROAD, YORK, PA 1740.

4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND

WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE

SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND

TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND IS THE

RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE

PROJECT.

5. OVERHANGS RECEIVING SOFFIT SHALL BE CHECKED FOR STRUCTURAL

ADEQUACY, DAMAGE, CRACKS OR DEFECTS THAT MAY PRECLUDE THE

SOFFIT FROM PERFORMING ITS INTENDED FUNCTIONS. SUCH DEFECTS

SHALL BE ELIMINATED PRIOR TO SOFFIT INSTALLATION.

6. INSTALLATION OF SOFFIT AND ACCESSORIES SUCH AS CORNER POSTS,

STARTER STRIPS, AND TRIM AROUND OPENINGS SHALL BE DONE IN

ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE

- BUILDING AND RESIDENTIAL VOLUMES AND THE MANUFACTURER'S

INSTRUCTIONS.

7. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING

REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR

REGISTERED ARCHITECT

.

8. SOFFIT SHALL BE LABELED IN ACCORDANCE WITH THE CURRENT EDITION OF

THE FLORIDA BUILDING CODE.

9. SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EDITION OF

THE FLORIDA BUILDING CODE ARE SHOWN IN THE APPROVED SOFFIT

SCHEDULE ON SHEET 1.

10. MATERIALS:

10.1. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT AND TRIM IS

MANUFACTURED FROM ALUMINUM ALLOY WITH ASTM E8 TESTED

TENSILE STRENGTH OF 21 KSI AND YIELD STRENGTH OF 9.86 KSI.

DESIGN PRESSURE (PSF) RATING AT 10" SPAN (NOTE 2)

ALUMINUM SOFFIT

SERIES

INSTALLATION STAPLE

(BOM ITEM NO. 5)

EAVE WIDTH (IN)

DESIGN PRESSURE

(PSF) (SEE NOTE 1)

NET FREE AREA

(SQ. IN./LINEAL FT.)

NET FREE AREA

(SQ. IN./SQ. FT.)

TABLE OF CONTENT

INSTALLATION DETAILS, ELEVATIONS

INSTALLATION DETAILS A, B AND C

INSTALLATION DETAILS, SECTION A/5 AND BOM

INSTALLATION DETAILS, SECTION B/6

SOFFIT PROFILES

CHANNEL AND FASCIA PROFILES

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PREPARED BY:
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12" 3 PANEL 9518 SOLID SOFFIT
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16 GA. X 7/16" WIDTH CROWN STAPLE 1" MIN. LENGTH
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FASCIA / J-CHANNEL
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+66.7/-110
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N/A
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J-CHANNEL / J-CHANNEL
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+66.7/-70
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12" 3 PANEL 9517 VENTED SOFFIT
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FASCIA / J-CHANNEL
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+66.7/-80
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6.57
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6.57
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16" SP-600 NO. 605 VENTED SOFFIT
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21.8
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17.3
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16" SP-600 NO. 605 VENTED SOFFIT
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18 GA. X 1/4" WIDTH CROWN STAPLE 1" MIN. LENGTH
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FASCIA / J-CHANNEL
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+66.7/-33.3
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21.8
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NOTE 1: DESIGN PRESSURE RATINGS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON Vasd BASIC WIND SPEEDS. THUS PROJECT DESIGN PRESSURES AS DETERMINED FROM ASCE 7 BASED ON Vult BASIC WIND SPEEDS ARE PERMITTED TO BE MULTIPLIED BY 0.6 PER THE CURRENT EDITION OF THE FLORIDA BUILDING CODE FOR COMPARISON TO THE DESIGN PRESSURE RATINGS ABOVE.
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SHEET
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DESCRIPTION
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1
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GENERAL NOTES, PERFORMANCE RATINGS, SOFFIT SCHEDULE
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2
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INSTALLATION NOTES AND FASTENER SCHEDULE
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7 & 8
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2

ALUMINUM SOFFIT INSTALLATION INSTRUCTIONS

FASTENER SCHEDULE

FASTENER DESCRIPTION

INSTALLATION

USE

SUBSTRATE

MIN. EMBEDMENT

(SEE NOTE 1)

EDGE DISTANCE

INSTALLATION NOTES:

1. EAVE WIDTHS (SPANS)

1.1. THE INSTALLATION CROSS SECTIONS SHOWN ON SHEETS 5 AND 6 DEPICT THREE (3) 10" SPANS FOR

ILLUSTRATION. MORE OR LESS SPANS ARE ACCEPTABLE.

1.2. DESIGN PRESSURE (DP) RATINGS SHOWN ON SHEET 1 ARE DOCUMENTED AT UNLIMITED EAVE WIDTH SPANS

WITH SUPPORTS (2X2 NOMINAL BATTENS) SPACED 10" O.C.

2. INSTALLATION FASTENERS

2.1. FASTENERS SHALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN HEREIN FOR RESPECTIVE

SUBSTRATE. SEE FASTENER SCHEDULE TABLE ON THIS SHEET.

2.2. MINIMUM EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER

AND SIDING). EDGE DISTANCES SHALL BE SUCH TO PREVENTIVE CRACKING OF SUBSTRATE MATERIAL.

2.3. FASTENER LENGTHS SHOWN IN THE INSTALLATION DETAILS DO NOT TAKE INTO ACCOUNT WALL FINISHES. WALL

FINISH THICKNESS SHALL BE ADDED TO THE REQUIRED FASTENER LENGTHS. SEE FASTENER SCHEDULE TABLE

ON THIS SHEET.

3. ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF CORROSION RESISTANT MATERIALS

COMPATIBLE WITH THE SUBSTRATE MATERIALS.

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PREPARED BY:
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INSTALLATION NOTES AND FASTENER SCHEDULE
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16 GA. X 7/16" WIDTH CROWN STAPLE 1" MIN. LENGTH
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SOFFIT, FASCIA AND CHANNELS
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WOOD
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7/8"
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1/4"
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18 GA. X 1/4" WIDTH CROWN STAPLE 1" MIN. LENGTH
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SOFFIT, FASCIA AND CHANNELS (SP-600 SOFFIT ONLY)
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WOOD
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7/8"
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1/4"
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0.097" DIAMETER x 1-1/2" T-NAIL
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CHANNELS
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CONCRETE OR MASONRY
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1"
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1/4"
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#8 x 3" FH WOOD SCREW OR #8 x 3" FH TAPPING SCREW
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WOOD BATTEN
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WOOD
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1-1/2"
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5/8"
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0.072" DIA. X 1-3/4" OR 0.072" DIA. X 2-3/4" LONG TRIM NAIL
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ALUM. FASCIA TO WOOD FASCIA
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WOOD
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1-3/4"
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1/4"
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NOTE 1: EMBEDMENT BASED ON NOMINAL LENGTH OF FASTENER THROUGH SOFFIT OR CHANNEL INTO SUPPORTING SUBSTRATE W/O WALL FINISHES. WHERE WALL FINISHES ARE PRESENT, THE FASTENER LENGTH WILL BE INCREASED AS REQUIRED TO MAINTAIN EMBEDMENT DEPTH INTO SUPPORTING SUBSTRATE.
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FASCIA TO J-CHANNELSOFFIT INSTALLATION CROSS SECTION

SEE DETAILS A & B FOR FASCIA & J-CHANNEL INSTALLATION

J-CHANNEL TO J-CHANNELSOFFIT INSTALLATION CROSS SECTION

SEE DETAILS B & C FOR J-CHANNEL INSTALLATION

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AutoCAD SHX Text
PREPARED BY:
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MINIMUM SPRUCE-PINE-FIR FRAMING @ 24" O.C. OR CONCRETE/MASONRY. BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET.
AutoCAD SHX Text
WALL
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#8 x 3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C.
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#8 x 3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. TYPICAL
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2" x 2" NOMINAL BATTENS TYPICAL
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FASCIA
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6
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7
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4
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6
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SOFFIT INSTALLATION STAPLES TYP. @ 10" MAX. THROUGH SOFFIT NAIL HEM INTO BATTEN. ADDITIONAL STAPLES WERE LOCATED IN THE VALLEYS OF THE SOFFIT ON THE CENTER PURLINS, SPACED 10" ON CENTER THROUGH THE SOFFIT INTO THE WOOD BATTENS. SEE SECTION B/6.
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J-CHANNEL
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SOFFIT
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3
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1
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5
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J-CHANNEL
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3
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MINIMUM SPRUCE-PINE-FIR FRAMING @ 24" O.C. OR CONCRETE/MASONRY. BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET.
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WALL
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#8 x 3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C.
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#8 x 3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. TYPICAL
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2" x 2" NOMINAL BATTENS TYPICAL
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FASCIA
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6
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7
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4
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6
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SOFFIT INSTALLATION STAPLES TYP. @ 10" MAX. THROUGH SOFFIT NAIL HEM INTO BATTEN. ADDITIONAL STAPLES WERE LOCATED IN THE VALLEYS OF THE SOFFIT ON THE CENTER PURLINS, SPACED 10" ON CENTER THROUGH THE SOFFIT INTO THE WOOD BATTENS. SEE SECTION B/6.
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J-CHANNEL
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SOFFIT
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3
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1
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5
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SEE DETAIL "C"
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SEE DETAIL "B"
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SEE DETAIL "A"
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SEE DETAIL "B"
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DETAIL BSOFFIT/J-CHANNEL TO WALL/BATTEN

INSTALLATION CROSS SECTION

DETAIL ASOFFIT/FASCIA TO BATTEN

INSTALLATION CROSS SECTION

DETAIL CSOFFIT/J-CHANNEL TO BATTENINSTALLATION CROSS SECTION

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PREPARED BY:
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MINIMUM SPRUCE-PINE-FIR FRAMING @ 24" O.C. OR CONCRETE/MASONRY. BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET.
AutoCAD SHX Text
WALL
AutoCAD SHX Text
#8 x 3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C.
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#8 x 3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. TYPICAL
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2" x 2" NOMINAL BATTENS TYPICAL
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FASCIA
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6
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7
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4
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6
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J-CHANNEL
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3
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FASCIA INSTALLATION NAILS TYP. @ 12" MAX. THROUGH FASCIA & SOFFIT INTO BATTEN
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8
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J-CHANNEL INSTALLATION STAPLES TYP. @ 24" MAX. THROUGH J-CHANNEL INTO WOOD WALL SUBSTRATE. T-NAILS TYP. @ 24" MAX. INTO CONCRETE/CMU WALL SUBSTRATE.
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5A
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5
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SOFFIT INSTALLATION STAPLES TYP. @ 12" MAX. THROUGH SOFFIT INTO BATTEN
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5
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SOFFIT
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1
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SOFFIT
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1
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SOFFIT/J-CHANNEL INSTALLATION STAPLES TYP. @ 12" MAX. THROUGH SOFFIT & J-CHANNEL INTO BATTEN
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5
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#8 x 3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C.
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2" x 2" NOMINAL BATTENS TYPICAL
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FASCIA
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7
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4
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6
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FASCIA INSTALLATION NAILS TYP. @ 12" MAX. THROUGH FASCIA, SOFFIT AND J-CHANNEL INTO BATTEN
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8A
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SOFFIT/J-CHANNEL INSTALLATION STAPLES TYP. @ 12" MAX. THROUGH SOFFIT & J-CHANNEL INTO BATTEN
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5
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SOFFIT
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1
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J-CHANNEL INSTALLATION STAPLES TYP. @ 24" MAX. THROUGH J-CHANNEL INTO WOOD FASCIA SUBSTRATE.
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5
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BILL OF MATERIALS

ITEM DESCRIPTION MATERIAL

INSTALLATION CROSS SECTIONSOFFIT NAIL HEM FASTENER SPACING5

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PREPARED BY:
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1
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SOFFIT - SEE SCHEDULE ON SHEET 1 AND DRAWINGS ON SHEETS 7 AND 8
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ALUMINUM (SEE NOTE 10 ON SHEET 1)
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2
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NOT USED
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3
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J-CHANNEL - SSEE DRAWING ON SHEET 9
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4
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FASCIA - SEE DRAWING ON SHEET 9
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5
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16 GA. X 7/16" WIDTH CROWN STAPLES 1" MIN. LENGTH (SEE NOTE 1 BELOW)
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STEEL
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18 GA. X 1/4" WIDTH CROWN STAPLES 1" MIN. LENGTH (SEE NOTE 2 BELOW)
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5A
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0.097" DIAMETER x 1-1/2" T-NAIL FOR CONCRETE AND MASONRY SUBSTRATES.
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STEEL
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6
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#8 x 3" FH WOOD SCREW OR #8 x 3" FH TAPPING SCREW. USED TO ATTACH BATTEN TO WOOD STRUCTURE.
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STEEL
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7
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2" x 2" NOMINAL WOOD BATTEN - SG = 0.42 MIN.
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WOOD
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8
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0.072" DIAMETER X 1-3/4" LONG TRIM NAILS
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STEEL
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8A
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0.072" DIAMETER X 2-3/4" LONG TRIM NAILS
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STEEL
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NOTES
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1) APPROVED FOR USE WITH 12" 3 PANEL / NO. 9518 SOLID SOFFIT, 12" 3 PANEL / NO. 9517 VENTED SOFFIT AND 16" SP-600 3 PANEL / NO. 605 VENTED SOFFIT.
AutoCAD SHX Text
2) APPROVED FOR USE WITH 16" SP-600 3 PANEL / NO. 605 VENTED SOFFIT ONLY.ONLY..
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2 x 2 BATTENS TYPICAL
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MINIMUM SPRUCE-PINE-FIR FRAMING. BUILDING CODE REQUIREMENTS FOR FRAMING MATERIAL MUST BE MET.
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#8 x 3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C.
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INSTALLATION STAPLES
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6
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7
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5
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PREPARED BY:
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WALL
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2 x 2 BATTEN
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FASCIA OR J-CHANNEL
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INSTALLATION STAPLES
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SOFFIT NAIL HEM
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SOFFIT
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SOFFIT NAIL HEM
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C
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L
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BATTEN
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C
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L
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BATTEN
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C
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L
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BATTEN
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C
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L
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BATTEN
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1
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5
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7
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4
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J-CHANNEL
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3
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3
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SOFFIT VALLEY
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SOFFIT TO BATTEN INSTALLATION STAPLE LOCATION AT INTERLOCK - APPLICABLE TO FASCIA/CHANNEL AND CHANNEL/CHANNEL INSTALLATIONS
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SOFFIT TO BATTEN INSTALLATION STAPLE LOCATED IN SOFFIT VALLEY - APPLICABLE TO FASCIA/CHANNEL AND CHANNEL/CHANNEL INSTALLATIONS
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PREPARED BY:
AutoCAD SHX Text
LOCK LAYOUT
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12" 3 PANEL VENTED SOFFIT - ALUMINUM NO. 9517
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LOCK LAYOUT
AutoCAD SHX Text
12" 3 PANEL SOLID SOFFIT - ALUMINUM NO. 9518
Page 8: NTALLATN ANCA DTAL

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AutoCAD SHX Text
PREPARED BY:
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LOCK LAYOUT
AutoCAD SHX Text
SP-600 16" VENTED SOFFIT - ALUMINUM NO. 605
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ALUMINUM

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PREPARED BY:
AutoCAD SHX Text
4" FASCIA SMOOTH ALUMINUM (No. 9700)
AutoCAD SHX Text
3/8" J-CHANNEL/TRIM ALUMINUM (No. 1029)
AutoCAD SHX Text
12" 3 PANEL 9518 SOLID SOFFIT
AutoCAD SHX Text
3/8" J-CHANNEL ALUMINUM NO. 1029
AutoCAD SHX Text
4" FASCIA ALUMINUM NO. 9700
AutoCAD SHX Text
12" 3 PANEL 9517 VENTED SOFFIT
AutoCAD SHX Text
16" SP-600 NO. 605 VENTED SOFFIT