01-0517-020 ^ -----
PLYWOOD SHEATING NOTES : 5/8" CDX EXTERIOR PLYWOOD NAILED WITH #8D- NAILS J. Bonfill & Associates
SPACED 6" O.C. @ EDGE 6" O.C. INTERIOR TYPICAL
& # 10 D NAILS SPACED 4" O.C. AT GABLE END.
#30 FELT 2" MIN. LAPPED,TIN-CAP 32 GA. X1 5/8" DIAM.
NAILED @ 12" O.C.
ROOF TILES NAILED AND U
GLUED AS PER MANUF. REQTS. OVER (1) �� M
LAYER OF 90# SLATE HOT MOPPED t� O 00 to
Q OVER (1) LAYER 30# FELT TIN TAGGED 12 M 00
10 TREADS @ 10- 1 /2 = 8� — OVER 5/8" EXTERIOR GRADE PLYWOOD 3.s O N 0 M
C
24 GA.GALV. METAL DRIP ROOF N PRE-FAB WOOD TRUSSES AS '�"� O '"' O
LAPPED 6" AND NAILED PER MANUFACTURES SPECS. Cd U Cx
4"C.C. OVER 1"X2" P.T. BATT INSULATION (R=19 ) • (� +� O Q
WD. NAILER CONT.
EL. + 20'-0" Cn
Cn t TOP OF BEAM N � _�
2"X8" WD. FASCIA 1/2" GYPSUM BOARD ON 1"x3" g� M
METAL RAILING ^ W/3-16D NAILS EA. I WOOD FURRINGS AT 24" O.C.TRUSS
px
3. 5"� LIGHT TEXTURE STUCCO AT CEILING vINTERSECTIO S �8'-0" A.F.F.&
V 'd
-- ON METAL LATH OVER .--1 p 0
5/8 CDX PLYWOOD(TYP) N V�
- I`0 HURRICANE STRAP "SEMCO TAPR 212 W/ v O
4"X16" SCREEN VENT 6-10D NAILS EA.TRUSS TYPICAL, U.O.N. •� \p •--+
AT 4'-0" O.C. SEE SEE ROOF FRAMING PLAN 0 M
CALCULATIONS 1'-6* O.H. p4 d
ptq Do SHEET A-3
8"X12" CONC. TIE BM. W/4#5 •
RAILING SPACING TO CONT. #3 TIES 412" EA.SIDE
• REJECT 4"0 BALL RAISED STUCCO BAND OF TIE COL. BAL. @48" O.C.
° & 2 CORNERS BARS 5' LONG
°
TOP & BOT. WITH 2'-6" LEG o
SHEAR REINF.OPNG.6' TO 8' I
°
3� - 8 r ' #3 TIES 2 @4",406",BAL.@12"O.C. pi
U
O . . kr)
' - SEE FINISH SCHEDULE FOR FLOOR & BASE
• 8" CONC. SLAB w/#4012" BOTT. EA. WAY
w � � a
#606" ;TOE,&BOTTOM (3000 PSI CONC.) (TYP) SEE FLOOR PLANS Cd ^
• i i II FOR ADDITIONAL REINFORCING U O
8"CAST-IN PLACE .CONC.1 1 " '—'
STAIR & LANDING ' ' EL. + 11 -0 Q �
LQ Q TOP OF BEAM ° d ° ° ^+ CC*0 O Q'
° d' M
• #3 NOSE BAR d
i i 0 12" CONT. STUCCO MOULDING • °. ° �"� M -,
i w M ct
• #4012" BOTTOM TRANSVERSAL i Q
U U
� q 5/8"DRYWALL (TYPE X) ON 1x3 FURR.
,w
n 8"X12" CONC. TIE BM. W/4#5
• i i � rrow4awnot �. P �'N 016"O.C.; SEE TABLE 37-C #42 OF THE S.F.B.C.
O CONT. #3 TIES 4012 �EA.SIDE
OF TIE COL. BAL. 048 O.C. UA
00 & 2 CORNERS BARS 5' LONG 1"X4" P.T. WD. FIRE STOP 08'-0" A.F.F.&
° J TOP & BOT. WITH 2'-6" LEG AT CEILING INTERSECTIONS - -
I SHEAR REINF.OPNG.6' TO 8' -
Q #3 TIES 204",406",BAL.012"O.C. -=
D _ -
i
- - _
-- cV
U) Z in cv ,
oMO -
' ' Li #5 VERT. IN FULLY GROUTED CELLS - p w M C�
(� (SEE A-2 FOR LOCATIONS) FOIL-BACKED �- n M N
' — WALL INSULATION (R-4.2) F�--i rq
i Q H
ry U-4
1/2" GYPSUM BOARD ON 1"X2"
__7...... i i r--4
Q LIGHT TEXTURED STUCCO WOOD FURRINGS AT 24" O.C.
NOTE: USE 3000 PSI CONC. ` i C� ON 8" CONC. BLOCKS '
@STAIR, SECOND FLOOR SLAB i i •~ cn
jjil� Cd
& BEAMS
1"X4" P.T. WOOD
o PROVIDE HORIZONTAL JOINT Cn
REINFORCEMENT 0 16"O.C. NAILER CONT. (TYP)
N EVERY OTHER BLOCK COURSE
_ _ #8 TRUSS TYPE TYP. 4 WOOD BASE BOARD `�
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - "
� � (SEE FINISH SCHEDULE) ; W
• PROVIDE 3/4" RECESS 0 BLOCK 30"
TIFF — 11111 — im — 11111 — 11111
I WALL & SLIDING GLASS DOOR (TYP) � � ti
i�
GROUND FL. FIN.
�Ii GAG �V�L�
:Tw .— �. W J X X X
X X
EL +0'-0" o v p
CO r-1
STAIR SECTION 1 L 2#5 CONT. W
SCALE: 3/4"=1'-0" - •
CONC. FOOTING _ 4" CONCRETE SLAB W/6X6 10/10 W.W.M.ON
(SEE PLAN - SCHEDULE) 95% WELL COMPACTED FILL OF LAYERS DRY DENSITY
(DOUBLE WIRE MESH AT PERIMETER 30") O REVISIONS BY
0
I /MOISTURE BARRIER (.006 IN. VISQUEEN) Cy g Z7 N
° d
v
•
WF-24 ISEE SCHEDULE) Date: 01-29-2001
Job: ESTARELLAS
2 Drawn: J.P.R.S.
TYPICAL WALL SECTION
SCALE: 3/4"=1'-0" -1 O Checked:
Scale: AS SHOWN
SHEET
A- 10
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