00-0046-031 i
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8" X 12" MIN. CONCRETE ARCH
-•• SEE ROOF PLAN FOR REINF.
ISSUANCE FOR
\ I R ❑BIDDING SET ONLY
❑CONSTRUCTION SET ONLY
- I \VA, \ I \ �Rb �?� ;�� �.`.�3,,� o^ ❑BUILDING PERMIT SET ONLY I
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2 #5'S ADDITIONAL (DIAGONAL)
ONE N.S. & ONE F.S. (TYP.)
a AMX SEAL HERE
I FOR SIDE REINF. REFER TO I /
FOUNDATION PLAN
MASONRY OPENING VARIES I o
REFER TO ELEVATIONS FOR CEMENT TILER OF ON A LAYER OF 90 LB.
RADIUS OF ARCH I ASPHALT FELT HOT MOPPED OVER 30 LB. PELT 12
UNpERLAYME T TIN-TAGGED At 12" ON CENTER / 5 F,
NOTE: HOOK ALL VERTICAL REINF. STAGGERED 0 19/32" CDX PLYWOOD SHEATHING
INTO FOUNDATION AND TIE BM.
WITH STANDARD ACI HOOK APPROVE METAL ANCHOR 0 EA. TRUSS
SEE ANC R SCHEDULE ON ROOF FRAMIN&'PLAN
V
�N ' o IL PERIM ER COURSE OF SPANISH "S" TILE SHALL' N
INSTA ED W/ CLIPS MECHANICALLY FASTENED TO O
SHE HIND W 0
PRE-FABRICATED GINEERED o 1
WOOD TRUSSES AT 4" ON CENTER
PANEL ROOF SHEATHING SHALL BE PROVIDED
W/ A MIN. OF 2 X 4 EDGEWISE BLOCKING AT -� ELEV. + 10'-(d"
ALL HORIZONTAL PANEL JOINTS, W/ EDGE AND TOP OF CIE BEAM r-•I ^
END SPACING IN ACCORDANCE W MANUFAC.
/ W wH
- lh SPECIFICATIONS, FOR A DISTANCE OF AT LEAST •
4' FROM EACH GABLE END Qv°. o
MIN. R-19 BATT INS ATION, REFER TO
ACTUAL R-VALUE TING.
A-L Z �
2"X4" 'X' BRACING W 2-10 d. °
NAILS AT EA. BLOCKING. MIN
OF 4 TRUSSES 26 G GE 2"x2" GALV. DRIP NAILED WITH 12 GAUGE,
P.T.P.t. I x 2 FIRE OP � T�
1-1i4" ING-SHANKED NAILS 4" O.C. TO P.T. I x 2 °' ° V • •
BSI NA ER ON 2 x 8 WD. FASCIA ( NAILED 4" O.C.
GABLE ENDS) LAPPED MIN. " PERIMETER AND o
LL WD. TRUSSES PPED AROUND A MIN. OF " AT CORNERS. aQ °® �
® 24 o.c. 8x12 CO T. CONCRETE TIE BEAM W/ 405 CONT. REINFORCED • •
° a CO ERS # AT EA. BEND ELSEWHERE. BEND
® . 0 2#5 F OM EA. DIRECTION AROUND CORNERS MIN. ? 30"
I/8" STUCCO SOFFIT W/ SCREENED VENT 1/2" RYWALL ON P.T. I x 2 ^ Z
HOUSE OPENINGS SH L BE COVERED W/ A CORROSION F RING SCRIPS 24" ON CENTER
RESISTANT MESH WIT OPENINGS NOT TO EXCEED 1/8" _
4.
: IRIS �c
5/8 TEXTU D STUCCO
. • .• ,•. FINISH SEE EXTD 10 E FLOOR.PLAN, DOOR SCHEDULE
.: l..
AND PAINT ER ELEVATIONS FOR DESIGN PRESSURES • •
TOP OF CONC. p
BEAM
5 Mk
jc
FLOOR FINISH SEE FINISH SC HE
I; FO H ULE ° O
D D ' '• D—I .-.•.•;. . .• .. '1 I; 11/2" ESS SLAB FOR K ..
C R Six RAC � � 00
' CLEAN REINFORCED CONCRETE SLAB lu/6x , 10/ AN.W ..op
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10 W.WM.,ON
1 11 :. . _• CL WELL COMPACTED PILL FREE O ORG MATTER _
/ 1/2- p�
3 —1 4 3" (UP N
i � @�� ®® �+ .-•�
(UF RVSS AI�Y �OfI ..SCHEDULE, FINISH FLOOR
DER T +0'-0
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DESCR 0 � ON O .b Q d d d• \�\ ^' �.�.I
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I
:' .. i : ANGLE'3"x3"xi/q" ' W/EXTENDED LEG (FY 36. ksi). SEE DWG. . \ \ ;b \ \ \ \ \ Q
0 PLY.TRUSS � � �_ - � � X -
_ Z STEEL�*IPLATE '9-.-3/4.x4.x1/4" (Fy=36 'ksi)
F 1 • Q OMO
3
11 1 4" 3 STEEL PLATE .11 1�4„x4"x3%8" (Fy=36 ksi) PROVIDE VAPOR BARRIER c
I` �
FOR FOOTING SIZE 4 REIFORCEMENT F
00 S
ONE (1), 5�8” DIAM. THRU BOLT FOR TWO PLY TRUSS �. TO FOUNDATION AN ER m
1/4" ONE (1), 3/4 DIAM. 'THRU BOLT. I=OR THREE PLY TRUSS
�.
O
316' Q
I I 5 .� DIAM. -HILTI KWIK BOLT II (CARBON STEEL), 2 .REQ'D I
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TOP OF CONC. -• - -• _.. -„ � U '
°� ---' � /
BEAM 6 PREFABRICATED TWO OR THREE PLY TRUSS. 11 0 •
10
p MIN. 5/8" EXTERIOR GRADE PLYWOOD. SEE PLAN
o. •• I 5 7 FOR -NAILING REQUIREMENTS. '' m HEIM �c5
8 MIN. 8. .x.1 2 CONCRETE .TIE BEAM (fc=3,000 PSI,.. MIN.) - Q
C
D
ooaaoa000 w�
9.... CONCRETE MASONRY BLOCK
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3 4 3 4 3 � � f
DRIO` ON` R
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IR ER 1°RU SS DE°T�►IL
FREE PLY TRUSS �
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1112 f-0' .•a
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