00-0045-020 0
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ISSUANCE FOR
❑BIDDING SET ONLY
❑CONSTRUCTION SET ONLY
STUCCO 5/8" 1 2" DRYWALL y []BUILDING PERMIT SET ONLY
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THICK MIN
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J» BEAD
CEMENT TILE ROOF '• ' ' `�
METAL FLASHING GALVANIZED
COVERED W/ 90 LB FELT �''```` t.i,' .'. .
SPANISH "S" TILE 12 ......kaR eAL HERE
2 X WD STUD STUCCO ON FLASHING AND 5
@ 24" O.C. COUNTER FLASHING
SEE DETAIL D-2
SEE DETAIL D-5
8
MIN . ALUMINUM PAINT ON ALUMINUM FELT ON 1 'r
LAYER OF 90+ FELT ON 19/32" CDX PLYWOOD N
DECK ATTACHED TO 2 X 4 ( #2 S.Y.P., 19% MC) p
P.T WOOD LEDGER W/10d NAILS @ 6, O.C. • o
(REFER TO STRUCTURAL DWGS. o '�
W
FOR SIZE AND METHOD OF R — 19 INSULATION pq
ATTACHMENT) 8 H
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HUGHES JHA 213 METAL HANGER AT EACH TRUSS
LASH NG DETA L ATTACHED TO LEDGER W/16 16d NAILS AND
TO WOOD TRUSS W/ 3 10d NAILS
STRUCTURAL 2/2 x 8 PRESSURE TREATED WOOD LEDGER E°I W 1.4
LUMBER (SOUTHERN PINE No.2 OR BETTER W 5/8 DIAMETER x W "
GRADE �2 SPICE:
SO PIN 7 1 /2" LONG NUT ANCHOR @ 24" O.C. , A A
0
CEMENT TILE ROOF ON A LAYER OF 90 LB. U
ASPHALT FELT HOT MOPPED OVER 30 LB. FELT 12
UNDERLAYMENT TIN-TAGGED AT 12" ON CENTER 5
STAGGERED TO 19/32° CDX PLYWOOD SHEATHING is
APPROVED METAL ANCHOR 0 EA. TRUSS $ v�
- SEE ANCHOR SCHEDULE ON ROOF FRAMING PLAN Not to Scale
PERIMETER COURSE OF SPANISH "S" TILE SHALL BE
INSTALLED W/CLIPS MECHANICALLY FASTENED TO '• �j
SHEATHING PRE-FABRICATED ENGINEERED fs V
WOOD TRUSSES AT 24 ON CENTER
O
ELEV. = SEE ELEV. a
c
TOP OF TIE BEAM � M
O
26 GAUGE 2"x2" GALV. DRIP NAILED WITH 12 GAUGE, 9•. BATT INSULATION, REFER TO I� Pq RING-SHANKED NAILS 4" O.C. TO P.T. 1 x 2 CTUAL R-VALUE RATING.NA LER ON 2 x 8 WD. FASCIA ("NAILED 4" O.C.
®GABLE ENDS) LAPPED MIN. 4 ® PERIMETER AND p : .o . . 1 x 2 FIRE STOP
WRAPPED AROUND A MIN. OF 5" AT CORNERS. "•
5/8 TYPE "X" DRYWALL
m pip
7/8" STUCCO SOFFIT W/ SCREENED VENT 8"x12" CONT. CONCRETE TIE BEAM W/4#5 CONT. REINFORCED M
HOUSE OPENINGS SHALL BE COVERED W/ A CORROSION @ CORNERS & AT EA. BEND ELSEWHERE. BEND
RESISTANT MESH WITH OPENINGS NOT Tb EXCEED 1/8" :•� a CMU 2#5 FROM EA. DIRECTION AROUND CORNERS MIN. 0 30"
SPANISH "S" TILE ROOF ON A LAYER OF 90 LB. g M
19/32" PLYWOOD DIAPHRAGM W/8d NAILS ° .�
IN T. FELT HOT MOPPED OVER 30 LB. FELT
® I T. SUPPORTS AND 6"ox AT PANEL 91
EDGES, EDGE BLOCKING 2" NOMINAL UNDERLAYMENT TIN-TAGGED AT 12" ON CENTER a
PLYWOOD SHALL BE GLUED W/ ADHESIVES 5/8" TEXTURED STUCCO FINISH CDX PLYWOOD SHEATHING
MEETING REQUIREMENTS OF AFG-01. (TYPICA AND PAINT STAGGERED TO 5/8"
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APPROVED METAL ANCHOR ® EA. TRUSS
2x4 WOOD TRUSS M
SEE SHT. D-1 FOR NOTICE OF APPROVAL & �XA
® 24" O/C. NAILING REQUIREMENTS �Y
(rn'•)
° °
5/8 E "x" DRYWALL PERIMETER COURSE OF SPANISH "S" TILE SHALL BE W W ^0
I INSTALLED W/ CLIPS MECHANICALLY FASTENED TO E—+ M
1 x 3 P.T. FIREST �
SHEATHING
2-2x8 P.T. WD. LEDGER ATTACHED 1 IN 3000 PSI CONCRETE Y 'gi ,.L
W 5/8" DIA. X 7\-LAG BOLT IN BEDDED 8 TYPE °X" DRYW I LLED CELL PROVIDE CLEANOUT Q '�
IN CONC. W/ NUT ANCHORS AT 24" ON CENTER AT BOTTOM TO ENSURE 26 GAUGE 2"x2" GALV. DRIP NAILED 6" ���••
a = PROPER FILL FILLED CELL AT ALL O.C. PTO 1"x2" P.T. NAILER ON 1"x8" WD. FASCIA ON ^ a
a T 2x4 SUBFASCIA (NAILED 4 O.C. @ GABLE ENDS)
.< 1 #43 MODIFIED (TEN CAP) R.S. NAILS 6" O.C. ON LAPS AND 12" OPENINGS, AT ALL CORNERS AND MAX. LAPPED MIN. 4" @ PERIMETER & WRAPPED AROUND ✓�' �''�
C' _�z O.C. FIELD 2 #15 FABER BLASS HOT MOPPED 1 LAY CAP $ CMU SPACING INDICATED ON PLANS & A MIN. OF 5" AT CORNERS. o M
CD as SHEATING (GRANULAR OVER 5/8" EXTERIOR GRADE con 00
o �
o PLAYWOOD ROOF SHEATING NAILED WITH #8d AT 6" O.C. IN l�
"' #9 GAUGE TRUSS TYPE HORIZONTAL REINFORCEMENT 8" HOLLOW CONC. BLOCK WALL, W 1 VERT 0 48" 0 C. REINF. AT - 'rr s �,
a GALVANIZER COMMON NAILS AND #8d 4" O.C. AT EDGE OF / / e
Lo ROOF (PRODUCT CONTROL APPROVED AND A SEPARATE EVERY OTHER COURSE SEE S.F.B.C. 2707.1(F) CELL (9" +/- SLUMP) EACH OPENING IN GROUT FILLED 4" CONCRETE SLAB W/DOUBLE 0 1 j ®
"r 4-. PERMITED REQUIRED). WWF 6"x6"-10/10 WELDED WIRE
`D �I FABRIC 2500 psi CONC. MIN. __—_ —_ _. I 1 Q N
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m ALL SPLICES SHALL BE " .. ._;:: �, �•�
W PROVIDE 1 1/2 RECESS AT SLAB PERIMETER
U I A MIN. OF 30"
CD WF-1616'x12"
MONOUTHIG W/2#5 30" DOUBLE WELDED WIRE
CD REBAR CONTINUOUS vs HOD
(SEE FOUNDATION PLAN) I a a
TOP BAR SEE PLA FOR LOCATION " , o
T3 a — — MIN. 1" CLEAR EDG DIST NCE " 7/8 STUCCO SOFFIT S.F.B.C. SECT. 3710 6 MINH
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— — — — — —1 — _ i— MIN. 1 CONC. m
+, COVER CLEAR 6
CD —1 I i��i� 1 I 5/8" TEXTURED STUCCO FINISH
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w ° REBAR CONTINUOUS
MONOLITHIC W/2#5
REBAR CONTINUOUS Z
=_ T .I T LL SECTION" {SEE FOUNDATION PLAN) 5 1 — HR. FIRE RATED STUCCO SOFFIT D-5
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