00-0044-039 . _
8" X 12" MIN. CONCRETE ARCH
SEE ROOF PLAN FOR REINF.
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R 0 BIDDING SET CONSTRUCTION N
SET ONI
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' I BUILDING PERMIT SET QP
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REVS. }
2 #5'S ADDITIONAL (DIAGONAL)
ONE N.S. do ONE F.S. (TYP,)
AFFIX SEAL HERE
I FOR SIDE REINF. REFER TO I 6
FOUNDATION PLAN is
!H
3 1/2"x3 1/2"x 1/4" 1/ I
MASONRY OPENING VARIES
STEEL. COLUMN. REFER To ELEVATIONS FOR CEMENT TILE ROOF ON A LAYER OF 90 LB. �
I I RADIUS OF ARCH ASPHALT FELT HOT MOPPED OVER 30 LB. FELT 12
DRYWALL I I GROUT FILLER FIN. SLAB UNDERLAYMENT TIN–TAGGED AT 12" ON CENTER 5
NOTE: HOOK ALL VERTICAL REINF.
WOOD BASE I I I INTO FOUNDATION AND TIE BM. STAGGERED TO 19/32 CDX PLYWOOD SHEATHING
BOARD j I WITH STANDARD ACI HOOK APPROVED METAL ANCHOR @ EA. TRUSS
1 1 24' SEE ANCHOR SCHEDULE ON ROOF FRAMING PLAN
1 v (jai
CONE67ION DETAIL a 1 2le p-4 TYP ARCH REINF . I L PERIMETER COURSE OF SPANISH "S" TILE SHALL BE x
INSTALLED W/ CLIPS MECHANICALLY FASTENED TO
d Q SHEATHING PRE–FABRICATED ENGI NEERED
WOOD TRUSSES AT 24} ON CENTER
4 1/2" x 9� =
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`11 PANEL ROOF SHEATHING SHALL BE PROVIDED " F
ANCHOR BOLTS W/ A MIN. OF 2 X 4 EDGEWISE BLOCKING AT ELEV. = + 10'-0" y a
a. A HORIZONTAL PANEL JOINTS, w/ EDGE AND TOP OF TIE BEAM
AST A-307 4 END SPACING IN ACCORDANCE W/ MANUFAC.
SPECIFICATIONS, FOR A DISTANCE OF AT LEAST
4' FROM EACH GABLE END MIN. R-19 BATT INSULATION, REFER TO
HH HH 4f ACTUAL R–VALUE RATING.
PL 12 x12 x1/2
2"X4" 'X' BRACING W/ 2-10 d. 4 #
OFIL4S TRUSSES MIN 26 GAUGE 2"x2" GALV. DRIP NAILED WITH 12 GAUGE, P.T. 1 x 2 FIRE STOP issool . .
�, 1–I" RING–SHANKED NAILS 4" O.C. TO P.T. 1 x 2
` NAILER ON 2 x 8 WD. FASCIA l NAILED 4" O.C. a
1/2"x3 1/2"x 5/16" WD. TRUSSES @GABLE ENDS} LAPPED MIN. 4 @PERIMETER AND W
STEEL COLUMN. 24"° WRAPPED AROUND A MIN. OF 5" AT CORNERS. 8"x12" CONT. CONCRETE TIE BEAM W/ 4#5 CONT. REINFORCED . gi
@ CORNERS & AT EA. BEND ELSEWHERE. BEND
q 2#5 FROM EA. DIRECTION AROUND CORNERS MIN. 0 30" •
In 7/8" STUCCO SOFFIT W/ SCREENED VENT 1/2" DRYWALL ON P.T. 1 x 2
uj
`- I ` (4) 1/2"o x g" HOUSE OPENINGS SHALL BE COVERED W/ A CORROSION FURRING STRIPS 24" ON CENTER
RESISTANT MESH WITH OPENINGS NOT TO EXCEED 1/8"
ANCHOR BOLTS z
„ AST A-307
BA SE PLA TS' 9E
Coll
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z
_ 5/8" TEXTURED STUCCO FINISH TYP. S.G.D., SEE FLOOR PLAN, DOOR SCHEDULE
AND PAINT SEE EXTERIOR ELEVATIONS FOR DESIGN PRESSURES
w
DRYWALL --
a
2"X4" BLOCKING — FIT
TIGHT BETWEEN TRUSSES
W� 2-10d TOE NAILS 2"X4" CtNT H7*(p BRACING
Ep X' END A INGD AT EACH -AT 6`-0 o.c. W2-16d NAILS
@
CX
EA. TRUSS,RESTRAINED @ 2 MAX.E END`
E5
I
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a
I I 3 /12"X3 1/2 x 1/4" UD_ T I A T p I FOR FLOOR FINISH SEE FINISH SCHEDULE
I I _ STEEL COLUMN GROUT 1 1/2" RECESS SLAB FOR S.G.D. TRACK
4" REINFORCED CONCRETE SLAB wf6x6, 10 10 W.W.M. ON a
III FILLED CLEAN WELL COMPACTED FILL FREE OF ORGANIC MATTER
I I :
I (UPLIFT CAPACITY, [2—BOLTS, 1 EACH SIDE] 6,920 LBS.)
CONNECT. DETAIL I I I (UPLIFT CAPACITY, [4—BOLTS, 2 EACH SIDE] 13,500 LEIS.) " " FINISH FLOOR
I I 19/32 APA SHT G. N/8d NAILS @ 6 O.C. it A.
+0–0 4 4 4 d -°
_
1/4- A36 STEEL ( }
I I_
5/8" "TYPE X H: DRYWALL EA. SIDE 3" X 13" STL. �. .
SFBC 3703.11 (c) (60 mitt) PLATE �/ �°` ' \ d °' \� \ `\ \ \
I I. WOOD GIRDER TRUSS
L3 4„ CONC. SLAB REFER TO ENGINEERING (2” X 4" TOP CHORD} ,!�j/\ � B
\ /fir'\ /�i'\ /\ /\ \ //'\ ,� \ / /\ /fr'\
FOR CALCULATIONS W
I I : PROVIDE VAPOR BARRIER
H
FOR FOOTING SIZE & REIFORCEMENT REFER 5
TO FOUNDATION PLAN
4 : 4 -d
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=1 11=1 11-1 I — I ICI ICI CUT ANY BOLT
-I I1 ICI I III III®I 11=1 I II I I=1 11=1 I I I I ICI I I I 11�=
INTEFERENCE W/
DRYWALL
v C_ VAPOR BARRIER N P ._ I 2-3/4" DIAM. x 6-1/2" EXP. BOLTS
» M
�, T.B. REFER TO T.B. SCHEDULEI ; I
�aQ � Q
5
aj
Z _� F 4.0 I 4 FIN' D . 2-1/8"x4"X24"(H) STEEL PLATE ATTACHED
TO CONC. TIE BEAM WITH 3/4" DIA. X 6-1/2"
EXP. BOLTS EACH PLATE. SEE UPLIFT CAPACITY
_u -0 TO DETERMINE NUMBER OF BOLTS REQUIRED.
SECTION
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