HomeMy WebLinkAboutSHINGLE PAPERWORKMECHANICAL APPLICATION OF PANEL SHEATHING AND SHINGLES TO ELITE PANEL
SCALE: N.T.S. ROOF SLOPE: 2Y/Z:12 MINIMUM
DECORATIVE
ROOF SHINGLES
NAIL ROOF SHINGLES TO SHEATHING
BOARD IN ACCORDANCE WITH LOCAL
BUILDING CODE REQUIREMENTS OR
PRODUCT APPROVAL.
INSTALL FELT PAPER IN
ACCORDANCE WITH BUILDING
CODE REQUIREMENTS.
OSB &
ADHESIVE APPLICATION OF SHINGLES TO ELITE PANEL __
SCALE: N.T.S. ROOF SLOPE: PER PANEL APPROVAL I I r$0-Ci
HEREIN ARE INTENDED FOR
USE WITH NON -HABITABLE
MAXIMUM ALLOWABLE UPLIFT
-50.00 PSF / +18.00 PSF
GLUE DOWN SHEATHING
BOARD USING
PL PREMIUM POLYURETHANE
CONSTRUCTION ADHESIVE
OR LIQUID NAIL IN %Z"
THICK CONTINUOUS BEADS
TO COMPOSITE ROOF
PANELS, SPACED AT 6" O.C.,
TYP.
30LB FELT PAPER
ADVANTECH
SHEATHING, STAGGERED SEE FL#5500, FL#7561 FOR
(VERIFY REQUIRED
GRADE WITH BUILDING 4°. ALLOWABLE PANEL ROOF SPANS
DEPARTMENT)
r NOTE: ADHERE %" ADVANTECH SHEATHING,
ELITE COMPOSITE STAGGERED, ON COMPOSITE PANEL AS SHOWN HEREIN.
PANEL (FL#5500, FASTEN SHEATHING WITH #8 DRYWALL SCREWS WITH
FL#7561) ALUMINUM FACE, 10" MIN. SPACING FOLLOWING THE CONTINUOUS
TOP & BOTTOM. ADHESIVE BEAD PATTERN.
GENERAL NOTES:
DECORATIVE ROOF
ELITE COMPOSITE
PANEL (FL#5500,
FL#7561)
ALUMINUM`FACE,
TOP & BOTTOM.
JUN 0 4 2019
ST. Lucie County, Permitting
UTILIZE PL PREMIUM OR
O.S.I. ADHESIVE RT-600,-
AND PROVIDE (2)-Y2"./
THICK CONTINUOUS; -
ADHESIVE LINES PER'
SHINGLE SPACED 4'-6'
APART, TYP,;
SEE FL#5500, FL'#ti7561
-LOWABLE PANEL ROOF
SHINGLE NOTES: (APPLICABLE TO THIS DETAIL ONLY)
SHINGLES MUST HAVE 0.65 OR GREATER SOLAR REFLECTANCE AS1RATED BY SHINGLE MANUFACTURER.
STARTER ROWS OF SHINGLESeSHALL HAVE TWO LINES AT MID TAB AREA. SHINGLE' OW INSTALLED WITH TABS
FACING IN THE UPWARD DIRECTION OF THE ROOF SLOPE.
SUBSEQUENT ROWS OF SHINGLES INSTALLED WITH THE TABS FACING IN HE DOWNWARD DIRECTION OF THE
ROOF SLOPE WITH ONE LINE OF ADHESIVE,UNDER THE SHINGLE AT MID COVERED AREA.
1. THIS DESIGN COMPLIES WITH THE STRUCTURAL PROVISION OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). DESIGN CRITERIA CONSIDERS V UIt*=170\MPH, EXPOSURE 'B'1,30'MRH, RISK
CATEGORY I PER ASCE 7-10. THIS CERTIFICATION IS NOT INTENDED FOR USE IN HVHZ ZONES. *V asd MAY BE CALCULATED WITH THE FOLLOWING CONVERSION: V1asd=Vi1t*'V0.61
2. THIS SHEET CERTIFIES STRUCTURAL DESIGN ONLY (WATERPROOFING BY OTHERS). TOTAL SUPERIMPOSED DEAD LOAD ON/ANY PANEL,SHALL NOT EXCEED 5 PSF, AND THIS WEIGHT SHALL BE
SUBTRACTED FROM THE LIVE LOAD ALLOWABLE VALUES IN THE PANEL ROOF SPAN CHARTS WHEN USING THIS INSTALLATION METHOD (SEE,PANEL APPROVAL FOR ROOF�SPANS).
2.1. EXAMPLE: IN A 30PSF WIND PRESSURE/SNOW LOAD ZONE, WITH THE ADDITION OF THE MAXIMUM ALLOWABLE 5P9F DEAD LOAD, THE'MODIFIED''MAXIMUM ALLOWABLE PANEL SPAN SHALL BE
GOVERNED BY LOADING CRITERIA OF 35PSF. fir'
3. INSTALL COMPOSITE ROOF PANELS IN ACCORDANCE WITH APPROPRIATE ELITE MASTER PLAN SHEETS & SPAN TABLES�PER SEPARATE DOCUMENTS. SHEATHING TO'BE INSTALLED PER ICC REPORT 100
ESR-1785. \ // "I />
4. SEAL ALL SEAMS AND CONNECTIONS WITH STRUCTURAL GRADE ADHESIVE SEALANT (1500 PSI MIN. TENSILE LOAD STRENGTH), AND CLEAN"ROOF OF,ANY DIRT, GREASE, WATER OR OIL.
5. ALL FASTENERS TO BE #8 OR GREATER SAE GRADE 5, UNLESS NOTED OTHERWISE. FASTENERS SHALL BE CADMIUM-PLATED,OR OTHERWISE'CORROSION-RESISTANT MATERIAL AND SHALL COMPLREVIE
WITH "SPECIFICATIONS FOR ALUMINUM STRUCTURES", & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. ``\
6. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF, INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY GREATER DESIGN CODE C(
CRITERIA. THIS ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT.
7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, I.E. ALUMINUM PER F.B.C.,,2003.8.4. ST. LUC
8. PANELS TO BE ELITE ALUMINUM CORPORATION ONLY. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO CERTIFICATIONS OR AFFIRMATIONS`ARE INTENDED.
9. THIS DETAIL ONLY VALID WHEN SIGNED AND SEALED BY FRANK L. BENNARDO, P.E. THIS SHEET SHALL CONTAIN A RED 'ELITE' STAMP OVER•THE.PLAN FACE OR IS NOT VALID FOR USE. B
10. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR
ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR
BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN.
11. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE
HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL
BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND
FABRICATION AND INSTALLATION OF MATERIALS.
12. ** ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION.
C to,-,
SCANNED
BY
St LUCWCOUnty
IEEDD�FOR
MPLIANCE
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4K L. BENNARDQ, P.E.
0046549 %I
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DEE GP.E.A EA BELOW
I STO, P.E.
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D FOR 1-PERMIT ONLY U.
ICE: IF THIS SHEET DOES
CONTAIN AN ORIGINAL
NATURE & ENGINEER SEAL
1ERE IS A+DIGITAL
IATURE'ON SHEET 1, THIS
T 15-PART OF A,DIGTIALLY
IED FILE, SHALL REMAIN IN
TAL FORMAT, &,PRINTED
ND SEALED: IF THERE IS NO'
WrAL SIGNATURE ON SHEETI
R-THI5 SHEET DOES NOT -
JNTAIN AN ENGINEER'S
RIGINAL SIGNATURE & SEAL, `„',
iI5'SHEET IS A COPY/DRAFT.
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COPYRIGHT ENGINEERING EXPRESS
17-5148
SCALE: NTS UNLESS NOTED
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