14-490-016ROOF FRAMING PLAN
SCALE Ya" = 1' -0"
STRUCTURAL CONNECTORS SCHEDULE ALL ANCHORS, JOIST HANGERS, AND FRAMING ANGLES COMPLY W/ FBC 2010
O
COMPANY
O3
0
(�2
0
O3
0
3a
0
2a
0
3a
0
O3
0
0
0
O2
O1
(�2
2a
2a
2a
(�2
NVJH28
JOIST HANGER
O3
O2
O3
3a
2a
3a
[�3
O
O
32.8 -
-80.3 2
2 1
114.2 2
2a 5
51.0 -
-118.9 2
2 1
147.2
3 3
32.8 -
-153.8 3
3 1
199.1 3
3a 5
51.0 -
-169.8 3
3 2
232.7
4 6
66.7 -
-52.4 4
4 7
79.3 -
-84.9
5 6
66.7 -
-69.0 5
WIND ZONE DIAGRAM
5 7
STRUCTURAL CONNECTORS SCHEDULE ALL ANCHORS, JOIST HANGERS, AND FRAMING ANGLES COMPLY W/ FBC 2010
O
COMPANY
O3
0
(�2
0
O3
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3a
0
2a
0
3a
0
O3
0
0
0
O2
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2a
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NVJH28
JOIST HANGER
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STRUCTURAL CONNECTORS SCHEDULE ALL ANCHORS, JOIST HANGERS, AND FRAMING ANGLES COMPLY W/ FBC 2010
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COMPANY
PRODUCT
TYPE
NOA#
UPLIFT A
GRAVITY
FASTENER
(h) _
6. DIST.
(a) _
7. SLOPE
_
1
NU -VUE
NVJH28
JOIST HANGER
08- 0828.02
1,736 LBS
- --
(14) 10d X 1 Y" TO HEADER
(7) 1 O X 1 Y" TO JOIST
51.0 -
-73.6 1
1 N
N/A
2 3
32.8 -
-80.3 2
2 1
2X8 P.T. NAILER ATTACHED
TO T. B. WITH Y EXP. BOLTS
@ 24" O.C.
5/8" CDX PLYW00
2X10 @ 16" O.C.
(2) 2X10 P.T. LEDGER
BOLTED TO WALLS W/ (1)
5/"0 X 7 " KWIK BOLT 3 @ 12" O.C.
WTH 4" MIN. EMBED.
24 Go. GALV.
DRIP EDGE
TB -1
8" CMU BLOCK - W/ GROUT
FILLED CELL AND #5 VERT. @
32 O.C. - MIN. 30" LAP TO
DOWELS - SEE FDN. PLAN
LEDGER DETAIL
SCALE 3/4" = 1' -0"
WIND ZONE DIAGRAM
GRAVITY DESIGN LOAD
DL = ROOF = 25 PSF (INCLUDE SELF WT) LL = ROOF = 30 PSF
WIND LOAD CALCULATION
( BASED ON ASCE - STANDARD 7 -05 do FBC 2007 )
1. BASIC WIND SPEED
=
2. WIND IMPORTANCE FACTOR
(I) _
3. WIND EXPOSURE
_
4. INTERNAL PRESS. COEFF.
(GCpi) _
5. MEAN ROOF HEIGHT
(h) _
6. DIST.
(a) _
7. SLOPE
_
175 MPH .
1.0
r^r
+/- 0.18 (ENCLOSED) 1 0.55 PARTIALLY ENCLOSED
13.66'
3.0'
6' PER FOOT
NET WIND UPLIFT PRESS. SCHED.
ENCLOSED ( PSF) PARTIALLY ENCLOSED ( PSF )
ZONE ROOF OVER HANG ZONE ROOF OVER HANG
P ( +) P ( -) ZONE P ( -) P ( +) P ( -) ZONE P ( -)
1 32.8 -63.3 1 N/A la
WOOD NOTES
1. PRIMARY WOOD FRAMING MEMBERS SHALL BE N0. 2 SOUTHERN PINE OR
BETTER, SURFACED DRY, USED AT 19 %
MAX M.C., WITH THE FOLLOWING
STRESS RATING UNLESS OTHERWISE NOTED:
Fb (SINGLE MEMBERS) = 1,200 PSI
Fb (REPETITIVE MEMBERS) = 1,400 PSI
Fv = 90 PSI
Fc (PERPENDICULAR TO GRAIN) = 565 PSI
E = 1,600,000 PSI
2. METAL STRAPS, CLIPS, AND HARDWARE SHALL BE GALVANIZED TREATED.
3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE
TREATED.
TERMITE PROTECTION
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER
APPROVED METHODS OF TERMITE PROTECTION LEVELED FOR USE AS PREVENTIVE
TREATMENT TO NEW CONSTRUCTION.
IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL
CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE
AFTER ALL EXCAVATIONS, BACKFILLING AND COMPACTION IS COMPLETED.
SHEATHING
USE 5/8" PLYWOOD APA RATED SHEATHING EXPOSURE I. INSTALL WITH THE LONG
DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS, AND WITH PANEL
CONTINUOUS OVER TWO OR MORE SPANS. PANEL END JOINTS SHALL OCCUR OVER
FRAMING. NAIL 8d ®6" O.C. ALONG SUPPORT PANEL EDGES AND AT INTERMEDIATE
SUPPORTS. NAIL 8d ®4" O.C. ALONG THE PERIMETER. THIS IS
BASED ON MAXIMUM SUPPORT SPACING OF 24" O.C. NAILS SHALL BE 8D NAILS
"RING SHANK" WITH 1 3/4" MIN. PENETRATION ON MAIN MEMBER.
ALL FRAMING AND TRUSS CORDS SHALL HAVE A MINIMUM OF 2X6 MEMBERS
AS PER F.B.C. 2007 ZONING DEPARTMENT
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r ALL DRAWINGS AND WRITTEN MA IAL
APPEARING HEREIN CONSTITUTE ORIGINAL AND
UNPUBLISHED WORK OF THE ARCHITECT. THE
SAME MAY NOT BE DUPLICATED, USED OR
DISCLOSED WITHOUT WRITTEN CONSENT
OF THE
ARCHITECT.
JOB No.:
13.05855. RET
REVISIONS:
DATE: 12/16/2013
CHECKED BY:
DRAWN BY: AM
rp LOT.- ion
SPIFFY INDEX:
ROOF
FRAMING
PLAN
SHEET No.:
S -3
51.0 -
-73.6 1
1 N
N/A
2 3
32.8 -
-80.3 2
2 1
114.2 2
2a 5
51.0 -
-118.9 2
2 1
147.2
3 3
32.8 -
-153.8 3
3 1
199.1 3
3a 5
51.0 -
-169.8 3
3 2
232.7
4 6
66.7 -
-52.4 4
4 7
79.3 -
-84.9
5 6
66.7 -
-69.0 5
5 7
79.3 -
-101.9
NOTE :DESIGN PRESSURE VARIES WITH DIRECTION OF APPLICATION, DUE TO DIFFERENT SHAPE
FACTORS. NUMBERS SHOWN REPRESENT MAXIMUM VALUES. (PRESSURE IN PSF, TYP.)
MAX M.C., WITH THE FOLLOWING
STRESS RATING UNLESS OTHERWISE NOTED:
Fb (SINGLE MEMBERS) = 1,200 PSI
Fb (REPETITIVE MEMBERS) = 1,400 PSI
Fv = 90 PSI
Fc (PERPENDICULAR TO GRAIN) = 565 PSI
E = 1,600,000 PSI
2. METAL STRAPS, CLIPS, AND HARDWARE SHALL BE GALVANIZED TREATED.
3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE
TREATED.
TERMITE PROTECTION
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER
APPROVED METHODS OF TERMITE PROTECTION LEVELED FOR USE AS PREVENTIVE
TREATMENT TO NEW CONSTRUCTION.
IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL
CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE
AFTER ALL EXCAVATIONS, BACKFILLING AND COMPACTION IS COMPLETED.
SHEATHING
USE 5/8" PLYWOOD APA RATED SHEATHING EXPOSURE I. INSTALL WITH THE LONG
DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS, AND WITH PANEL
CONTINUOUS OVER TWO OR MORE SPANS. PANEL END JOINTS SHALL OCCUR OVER
FRAMING. NAIL 8d ®6" O.C. ALONG SUPPORT PANEL EDGES AND AT INTERMEDIATE
SUPPORTS. NAIL 8d ®4" O.C. ALONG THE PERIMETER. THIS IS
BASED ON MAXIMUM SUPPORT SPACING OF 24" O.C. NAILS SHALL BE 8D NAILS
"RING SHANK" WITH 1 3/4" MIN. PENETRATION ON MAIN MEMBER.
ALL FRAMING AND TRUSS CORDS SHALL HAVE A MINIMUM OF 2X6 MEMBERS
AS PER F.B.C. 2007 ZONING DEPARTMENT
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W 9
W M
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to O
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L;<.t E5 O
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NJ a
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00
. 00
r ALL DRAWINGS AND WRITTEN MA IAL
APPEARING HEREIN CONSTITUTE ORIGINAL AND
UNPUBLISHED WORK OF THE ARCHITECT. THE
SAME MAY NOT BE DUPLICATED, USED OR
DISCLOSED WITHOUT WRITTEN CONSENT
OF THE
ARCHITECT.
JOB No.:
13.05855. RET
REVISIONS:
DATE: 12/16/2013
CHECKED BY:
DRAWN BY: AM
rp LOT.- ion
SPIFFY INDEX:
ROOF
FRAMING
PLAN
SHEET No.:
S -3
. 00
r ALL DRAWINGS AND WRITTEN MA IAL
APPEARING HEREIN CONSTITUTE ORIGINAL AND
UNPUBLISHED WORK OF THE ARCHITECT. THE
SAME MAY NOT BE DUPLICATED, USED OR
DISCLOSED WITHOUT WRITTEN CONSENT
OF THE
ARCHITECT.
JOB No.:
13.05855. RET
REVISIONS:
DATE: 12/16/2013
CHECKED BY:
DRAWN BY: AM
rp LOT.- ion
SPIFFY INDEX:
ROOF
FRAMING
PLAN
SHEET No.:
S -3
r ALL DRAWINGS AND WRITTEN MA IAL
APPEARING HEREIN CONSTITUTE ORIGINAL AND
UNPUBLISHED WORK OF THE ARCHITECT. THE
SAME MAY NOT BE DUPLICATED, USED OR
DISCLOSED WITHOUT WRITTEN CONSENT
OF THE
ARCHITECT.
JOB No.:
13.05855. RET
REVISIONS:
DATE: 12/16/2013
CHECKED BY:
DRAWN BY: AM
rp LOT.- ion
SPIFFY INDEX:
ROOF
FRAMING
PLAN
SHEET No.:
S -3