05-213-0075/8" P
NAILS
4+
4CK CENTERED ON
L/ ANCHORS 0 24" O.C.
� -2
- OCKING BETUIEEN
' CHORDS 0 PLYU100D
'ANEL POINTS (4' -0 ")
.5 EACH END TO
NAILS + 4" O.C.
RMANENT BRACING
'RAT RUNNERS' ON TOP
.HORD ON TRUSSES
-0" O.G. MAX, TYP-
.5 ld EACH TRU55.
1/411 = 11 -011
Q
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ROOF PLAN NOTES:
I. SUPER I1" IF'OSED LOADS:
DL = 25 PSF
LL = 30 PSF
NET UPLIFT = 40 F'SF ZONE
68 PSF ZONE (2 4
2. FOR CONNECTION OF PREFA5 WOOD TRUSSES TO
CONCRETE 5EA1" IS PROVIDE NVHTAIO GALV. TRUSS ANCHOR
5'r "NU -VUE" W/ 6 -106 NAILS TO SEAT PLATE 4 10-106 NAILS
TO STRAP.
3. FOR ROOF SHEATHING PROVIDE 5/5" CDX PL'rWOOD W/
10d NAILS e 411 O.C. ALONG EDGES 4 AT ALL SUPPORTING
TRUSSES, 4 106 NAILS Q GAi3LE ENDS.
4. FOR ALL EXTERIOR SOFFITS INCLUDING OVERHANGS
GREATER THAN 2 FT. PROVIDE MIN. 1/2" F'L1'WOOD
SHEATHING W/ Sd NAILS Q 6" ALONG EDGES 4 AT ALL
SUPPORTING TRUSSES 50TTOM CHORDS.
5. FOR ALL PIGG'r5.4CKS PROVIDE 14 GA. x 1" GALV. STRAP
5'r 115EMCO" MODEL NO. RTPGA516 Q EACH TRUSS W/ 3 -16d
NAILS EACH 1" IEl" 15ER.
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SEE BEAM SCHEDULE
OONC. ARCH BEAM DETAIL
NOT TO SCALE
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LAID SPLICE
' DOWELS SAME SIZE
AND NUMBER
AS COL. REINF.
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(D-- COLUMN FOUNDATION DETAIL
SCALE: 3/4 "
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TYPICAL COLUMN DETAIL
SCALE:
ENTRANCE STEP DETAIL
SCALE: 3/4' -1' -0"
e,
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DESCRIPTION
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1
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2
10 -5/4"
1
MIN. 5/8' EXTERIOR GRADE PLYWOOD �
SEE PLAN FOR NAILING REQUIREMENTS
3
STEEL, PLATE II- 1/4'x4'x3/8' (Fy ■ 36 ksi)
4
(1) 5/811 THRU BOLT FOR TWO POLY TRU55
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(1) 3/4'1 TWW BOLT FOR THREE PLY TR1155
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SCALE: 3/4 " =1'-0'
C TYPICAL WALL FOOTING DETAIL
SCALE: 3/4' =1' -0'
REINF. GOUTED CELL (TYP
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C.B.S. WALL
1x4 IW.T. WOOD BUCK w /1/4" DIA. A -3/4" TORCON SCREW
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NEW DOORS & WINDOWS BUCK DETAIL
SCALE: 3/4 " -1' -0"
s 111 /4 "
2
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MARK
DESCRIPTION
MARK
pESGRIpTION
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k. � (MAX- UPLIFT T�Ol9t)
SECTION
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DESCRIPTION
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6
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2
STEEL PLATE'- 3/4'x4'xl/4' CFy ■ 3(r ksf)
1
MIN. 5/8' EXTERIOR GRADE PLYWOOD �
SEE PLAN FOR NAILING REQUIREMENTS
3
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4
(1) 5/811 THRU BOLT FOR TWO POLY TRU55
i
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