HomeMy WebLinkAboutAPPLICATION OF PANEL SHEATHING - SHINGLES TO ELITE PANELSMECHANICAL APPLICATION OF PANEL SHEATHING AND SHINGLES TO ELITE PANEL ADHESIVE APPLICATION OF SHINGLES TO ELITE �PANW- )
SCALE: N.T.S. ROOF SLOPE: 2Y,:12 MINIMUM SCALE: N.T.S. ROOF SLOPE: PER PANEL APPROVAL PLY
)SB & SHINGLE A ���V
—DETAIMILL �, l s
HEREIN ARE INTENDED FOR !A
USE WITH NON -HABITABLE
DECORATIVE
ROOF SHINGLES
30LB FELT
%"
SHEATHING, STAGGERED -
(VERIFY REQUIRED
GRADE WITH BUILDING
DEPARTMENT)
S
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.
TTACHMENT _ �L n
STRATEO— ----`�J
XIMUM ALLOWABLE UPLI
-50.00 PSF / +18.00 PSF
GLUE DOWN SHEATHING
BOARD USING
PL PREMIUM POLYURETHANE
CONSTRUCTION ADHESIVE
OR LIQUID NAIL IN Yy"
THICK CONTINUOUS BEADS
TO COMPOSITE ROOF
PANELS, SPACED AT 6" O.C.,
TYP.
SEE FL#5500, FL#7561 FOR
ALLOWABLE PANEL ROOF SPANS
DECORATIVE ROOF
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.
VALID FOR
woaurvm
EE FL#5500, FL#7561 FOR
�
-
ELITE COMPOSITE ALLOWABLE PANEL ROOF SPANS
D �n
PANEL (FL#75610)
H O m
ALUMINUM FACE,
�
TOP &BOTTOM.
O LL
SHINGLE NOTES. (APPLICABLE TO THIS DETAIL ONLY)
O y
JQdr�
wu
SHINGLES MUST HAVE 0.65 OR GREATER SOLAR REFLECTANCE AS RATED BY SHINGLE MANUFACTURER.
Wcezz
STARTER ROWS OF SHINGLES SHALL HAVE TWO LINES AT MID TAB AREA. SHINGLE ROW INSTALLED WITH TABS
� � �
FACING IN THE UPWARD DIRECTION OF THE ROOF SLOPE.
�
J U o U
SUBSEQUENT ROWS OF SHINGLES INSTALLED WITH THE TABS FACING IN THE DOWNWARD DIRECTION OF THE
W a
ROOF SLOPE WITH ONE LINE OF ADHESIVE UNDER THE SHINGLE AT MID COVERED AREA.
•
GENERAL NOTES:
1. THIS DESIGN COMPLIES WITH THE STRUCTURAL PROVISION OF THE 2010 FLORIDA BUILDING CODE. DESIGN CRITERIA CONSIDERS V„iI*=170 MPH, EXPOSURE'B', 30'MRH, RISK CATEGORY I PER
ASCE 7-30. THIS CERTIFICATION IS NOT INTENDED FOR USE IN HVHZ ZONES. *V,sd MAY BE CALCULATED WITH THE FOLLOWING CONVERSION: Vasd=Vu¢*-v0.6
2. THIS SHEET CERTIFIES STRUCTURAL DESIGN ONLY (WATERPROOFING BY OTHERS). TOTAL SUPERIMPOSED DEAD LOAD ON ANY PANEL SHALL NOT EXCEED S 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 SPSF DEAD LOAD, THE MODIFIED MAXIMUM ALLOWABLE PANEL SPAN SHALL BE
GOVERNED BY LOADING CRITERIA OF 36PSF,
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
ESR-1786.
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.
S. ALL FASTENERS TO BE 4
8 OR GREATER SAE GRADE S, UNLESS NOTED OTHERWISE. FASTENERS SHALL BE CADMIUM -PLATED OR OTHERWISE CORROSION -RESISTANT MATERIAL AND SHALL COMPLY
WITH "SPECIFICATIONS FOR ALUMINUM STRUCTURES" SECTION 5.2.1 BY THE ALUMINUM ASSOCIATION, INC., &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 ]USTIFY GREATER DESIGN
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.
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.
30. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, e[. al. INDEMNIFIES &SAVES HARMLESS THIS ENGINEER FOR
ALL COST &DAMAGES INCLUDING LEGAL FEES &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCT -ION PRACTICES BEYOND THAT WHICH IS CALLED FOR
BY LOCAL, STATE, &FEDERAL CODES &FROM DEVIATIONS OF THIS PLAN.
11. ENGINEERING EXPRESS HAS NOT VISITED THIS IOBSITE. 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.
ONLY
1
00-EAC-1049
I
MECHANICAL APPLICATION OF PANEL SHEATHING AND SHINGLES TO ELITE PANEL
SCALE' N.T.S. I ROOF SLOPE: 2Y�:12 MINIMUM
DECORATIVE
ROOF SHINGLES
30LB FELT
%"
SHEATHING, STAGGERED
(VERIFY REQUIRED
GRADE WITH BUILDING
DEPARTMENT)
NAIL ROOF SHINGLES TO SHEATHING
BUILDING CODE REQUIREMENTS OR
PRODUCT APPROVAL.
INSTALL FELT PAPER IN
ACCORDANCE WITH BUILDING
CODE REQUIREMENTS.
ADHESIVE APPLICATION OF SHINGLES TO ELITE
SCALE: N.T.S. ROOF SLOPE: PER PANEL APPROVAL
DETAIL LUSUSE WITH NON HINTEABITABLE
MAXIMUM ALLOWABLE UPU
-50.00 PSF / +18.00 PSF
GLUE DOWN SHEATHING
BOARD USING
PL PREMIUM POLYURETHANE
CONSTRUCTION ADHESIVE
OR LIQUID NAIL IN Y�"
THICK CONTINUOUS BEADS
TO COMPOSITE ROOF
PANELS, SPACED AT 6" O.C.,
TYP.
SEE FL#5500, FL#7561 FOR
ALLOWABLE PANEL ROOF SPANS
DECORATIVE ROOF
EL
AF
1.J
Drym
ovY
2r8','oO
m_r^
�
UTILIZE PL PREMIUM OR
W rYr^^J
M
w J "
O.S.I. ADHESIVE RT-600
VJ
OLL„�U•
AND PROVIDE (2)US
Z W
a
Z ym
w = •• x
THICK CONTINUOUS
�
> U LL w
a W
ADHESIVE LINES PER
SHINGLE SPACED 4"-6"
o Z a
m
APART, TYP.
Z
W
wm3
ulLL;;� 3
�w
Da
_
a
SEE FL#5500, FL#7561 FOR
Y
ELITE COMPOSITE ALLOWABLE PANEL ROOF SPANS
a
PANEL(FL#5500,
Z Fy a M
FL#7561) ALUMINUM FACE,
TOP & BOTTOM.
01
O
SHINGLE NOTES: (APPLICABLE TO THIS DETAIL ONLY)
y
wU
Qaf�
SHINGLES MUST HAVE 0.65 OR GREATER SOLAR REFLECTANCE AS RATED BY SHINGLE MANUFACTURER.
W�zs
STARTER ROWS OF SHINGLES SHALL HAVE TWO LINES AT MID TAB AREA. SHINGLE ROW INSTALLED WITH TABS
FACING IN THE UPWARD DIRECTION OF THE ROOF SLOPE.
H U o o
SUBSEQUENT ROWS OF SHINGLES INSTALLED WITH THE TABS FACING IN THE DOWNWARD DIRECTION OF THE
W <
ROOF SLOPE WITH ONE LINE OF ADHESIVE UNDER THE SHINGLE AT MID COVERED AREA.
GENERAL NOTES:
1. THIS DESIGN COMPLIES WITH THE STRUCTURAL PROVISION OF THE 2010 FLORIDA BUILDING CODE. DESIGN CRITERIA CONSIDERS V„„*=170 MPH, EXPOSURE'B', 30'MRH, RISK CATEGORY I PER
ASCE 7-10. THIS CERTIFICATION IS NOT INTENDED FOR USE IN HVHZ ZONES. *V,, MAY BE CALCULATED WITH THE FOLLOWING CONVERSION: Vag=V.„*-VO.6
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 SPSF DEAD LOAD, THE MODIFIED MAXIMUM ALLOWABLE PANEL SPAN SHALL BE
GOVERNED BY LOADING CRITERIA OF 35PSF.
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
ESR-1785.
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.
S. 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 COMPLY
WITH "SPECIFICATIONS FOR ALUMINUM STRUCTURES" SECTION 5.2.1 BY THE ALUMINUM ASSOCIATION, INC., & 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
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.
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.
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.
00-EAC-1049
0