HomeMy WebLinkAboutPRODUCT INFORMATIONREV. 11 MAY 2015
80002
HR Englnee�ifig, Inc. GATE; 2014,N.2012 PROJECT NO. ]10120001 SHEET .1. V of 4 .
PLYGEM / GEORGIA-
CLIENI: PACIFIC 8Y: A. REEVES PROJECTNAME VINYL SIDING INSTALLATION
16":
STUD & NAIL
SHEATHING 01
A
VINYL =
ITUDS
Q
y
4
^
CGS
x
PLYGEM / GEORGIA-PACIFIC VINYL. SIDING INSTALLATION
GENERAL, NOTES
1. NAILS ARE GALVANIZED STEEL ROOFING NAUS, 1-1/2" LONG,
WITH 1/8" DIAMETER SHANKS, AND 3/8" DIAMETER HEADS.
2. ALL STUDS MUST HAVE NAILS IN THEM AND ALL NAILS
MUST BE IN STUDS.
3. SHEATHING MUST BE NAILABLE WITH A MINIMUM
THICKNESS OF 518", AND PLYWOOD MUST BE A MINIMUM
OF V? THICK
4. FOR ALOWABLE DESIGN WIND LOADS ON VINYL SIDING
USING THIS INSTALLATION PROCEDURE, SEE EVALUATION
REPORT FOR PLYGEM / GEORGIA-PACIFIC SIDING.
S. THE INSTALLATION DETAILS SHOWN ON THIS DRAWING
ARE IN CONFORMANCE WITH FLORIDA BUILDING CODE
2014, PARAGRAPHS 1404.9 AND 1405.14; PLUS FLORIDA
RESIDENTIAL CODE 2014, PARAGRAPH 703.11.
N. RE��°
No.19354
' STATE OF
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J-4 /I/ 4y z o / S
Allen N. Reeves, P.E., SECB
S4ruchlrai Engineer
Florida License No. 19354
a
REV, 11 MAY 2015 14080002
HR Engineering, Inc. DATE. 20 JAN. 2012 c_[PR0JECrINAME-
ROJECT No. 1I120001 SHEE7 -2 OF 4.
CUENT:PLYGEM/ GEORGIA A. REEVES VINYL SIDING INSTALLATION
PACIFIC SY:
SHEATHING
d
0
0
16"STUD
SPACIN
95
VERTICAL VINYL SIDING;
BOARD AND BATTTEN, •
TRUEWALL BOARD AND a
BATTEN, BEADED, D5 OR T3-1/3
PLYGEM / GEORGIA PACIFIC VERTICAL VINYL SEDING
INSTALLATION
GENELBAL NOTES
L NABS ARE GALVANIZED STEEL ROOFING NAILS, 1-1/2" LONG,
WITH 1/8" DIAMETER SHANKS, AND 3/8" DIAMETER HEADS.
2. STUDS.ARE NOT REQUIRED TO HAVE NAILS IN THEM. NAILS
MUST PENETRATE THE SHEATHING OR PLYWOOD ONLY.
3. SHEATHING MUST BE NAILABLE WITH A MINIMUM
THICKNESS OF 5/8", AND PLYWOOD MUST BE A MINIMUM
OF %:" THICK.
4. FORALOWABLE DESIGN WIND LOADS ON VINYL SIDING
USING THIS INSTALLATION PROCEDURE, SEE EVALUATION
REPORT FOR PLYGEM / GEORGIA-PACIFIC SIDING.
E I Ir
c No.19354 S
STATE OF =W�
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LE"
c� 97, /&
A? A04Y 2015
5. THE INSTALLATION DETAILS SHOWN ON THIS DRAWING
ARE IN CONFORMANCE WITH FLORIDA BUILDING CODE Allen N. Reeves, P.E., SECB
2014, PARAGRAPHS 1404.9•AND 1405.14; PLUS FLORIDA Structural Engineer
RESIDENTIAL CODE 2014, PARAGRAPH 703.11. Florida License No. 19354
a
REV. =IMJAY201514080002
HR En ineeriR , In DATE: 1112000I 3 4. S txPPLYGEM/GEORGIAACL1EM PACIFIC 91 —ME: S»G LAfSTALLADN
SHEATH NG
OR PLYWOOD gxACING
STUDS AT
16" SPACIAIG
`b
NARS AT
16" SPACING
t
FOAM BACKEDVINn SIDING
CALIBER HIGJI
PERFORMANCE et R
PI.YGEM / GEORGIA^-PACIFIC FOAM BACKED VINYL. SIDING
INSTALLATION
GENERAL NOTES
I. NAILS ARE GALVANIZED -STEEL ROOFING NAILS, 1-1/2" LONG,
WITH 1/8" DIAMETER SHANKS, AND 3/8" DIAMETER HEADS.
2. ALL STUDS MUST HAVE NAILS IN THEM AND ALL MAILS MUST
BE IN STUDS, WITH THE SINGLE EXCEPTION OF D6 WITH 8" NAIL
SPACING, WHICH HAS % OF NAILS IN STUDS.
3. NAII-OLE SHEATHING AND PLYWOOD MUST BE A MINIMUM
OF 5/8" THICK, EXCEPT FOR D6 WITH 16"NAIL SPACING, WHICH
MUST BE'A MINIMUM OF %r THICK
4. ALLOWABLE DESIGN WIND LOADS ARE; +/-61.7 PSF ON D6
WITH 16" NAIL SPACING OR+/_95.7 PSF WITH 8" NAIL SPACING,
5. THE INSTALLATION DETAILS SHOWN ON THIS DRAWING ARE
IN CONFORMANCE WITH FLORIDA BUILDING CODE 2014,
PARAGRAPHS 1404.9 AND 1405.14; PLUS FLORIDA RESIDENTIAL
CODE 2014, PARAGRAPH 703.11.
`tttpuuuuuurr! -�
r :• N'o 19354
:Q_
gyp'. STATE OF ;W\
'Gt� �0RtV
. lqunrn mnnWt�p
/3 M.Qy 2 o JS
Allen N. Reeves, P.E., SFCB
Stnictuia( P-u&eer
Florida License No. 19354
REV, I I MAY 2015 14080002
HR EB1 inew1i1 Inn. DAIS 20JAN.201z 11120001 4 4 ��r PROJECTNO.
PLYGEMIGEORGIAv
GLIEALT PACIFIC BY. A• RWTS PRQJEM HAND; VINYL S11DING INSTALLATION
SHEATHING MARS AT ;
ORPLYWOOD 8^ SPACING ,
STUDS AT ,
o
16" SPACING
e
PLASTIC SIDING
ry
CEDAR SPECTRUM
e
HAND SPLIT SHINGLE,
SHINGLE,
E7
U
ROUND CUT SIDINGta
�
PLYGEM / GEORGIA-PACMC PLASTIC SIDING
INSTALLATION
GENERAL NOTES
1. NAILS ARE GALVANIZED STEEL ROOFING NAILS, 1-1/2" LONG,
WITH 1/8" DIAMETER SHANKS, AND 3/8" DIAMETER HEADS.
2. ALL STUDS MUST HAVE NAILS IN THEM AND % OF ALL NAILS
MUST BE IN STUDS.
3. NAH.ABLE SHEATHING AND PLYWOOD MUST BE A MINIMUM
OF 5/8" THICK.
4. ALLOWABLE DESIGN WIND LOADS ARE; +/-65.0 PSF FOR
DOUBLE 9" HAND SPLIT SHINGLE, +/-83.6 PSF FOR DOUBLE 7"
SHINGLE, AND +/-74.9 PSF FOR DOUBLE 6-1/4" ROUND CUT
SIDING.
5. THE INSTALLATION DETAILS SHOWN ON THIS DRAWING ARE
IN CONFORMANCE WITH FLORIDA BUILDING CODE 2014,
PARAGRAPH 1404.8 AND SECTION 2605.
z '
`\���nuwnuu�uq
? No.19354 c
/Ny
`-p STATE OF ��`
NIA1lE� '
2 0./'5"
Allen N. Reeves, P.E., SECB'
Structural Engineer
Florida License No. 19354