00-0768-012 ^ I_
NOTES T REVISIONS BY y
LINE OF WD. FRAMING - 1. DO NVT SCCALL_-,: RAWINGS. USE FIGURED DIMENSIONS ONLY". CONTRACTOR SHALL
VERIFY ALL DIMENSIONS AND CONDITIONS. IN THE EVENT OF CONFLICT, NOTIFY
ARCHITECT BEFORE PROCEEDING. z
STUCCO ON FELT BACKED -" '' '' =
METAL LATH ON 1/2" CDX """ 2-CONTRACTOR SZ4ALL COORDINATE WITH OWNER AND VARIOUS TRADES SO THAT
PLYWOOD SHEATHING _ _ " _ FOROPFF;c OF;ER4INC•GS AND CHASES ARE PROVIDED.
WOOD TRUSS BEYOND Z
GALVANIZED COUNTER FLASHING 3. ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO PLACING
4 STUCCO STOP CJ-TER F) R-11 INSULATION ADHERED FILL. FOUNDATION SHALL BEAR ON CLEAN FILL COMPACTED IN LAYERS OF NOT
TO 1/2" PLYWD. SHtG MORE THAN 12" IN DEPTH AND TO Sr2% DENSITY AS PER A.ST.M. PROCTOR
GALVANIZED FLASHING TEST OR MODIFIED PROCTOR TEST.
2X6 P.T. W/ 1/2" DIA.X 4 L.A.5.0 36" z
MORTAR O.C. b" FROM TOP 4 BOTTOM. 4.FOOTINGS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF
FOR CONC. BEAM USE HILTIS PN12108 8" O.C. 2500 P.S.F. SOIL BORINGS MUST BE MADE BY A TESTING LABORATORY TO COMFIRM I j 0
FLAT CEMENT TILE STAGGERED. THE ASSUMED SOIL BEARING PRESSURE. W 00 r<
WOOD MOLDIN GARAGE O.H. DOO 5. CONCRETE SHALL HAVE A SLUMP OF 5" MAX. AND A MIN. COMPRESSIVE STRENGH f� o
a-, 1/2" PLYWD. Sill 1x3 WOOD PURRS IN 28 DAYS AS FOLLOWS: V j 0� 0) 0 3
FOUNDATIONS AND SLABS ON GRADE 2500 PSI _ 01 d
(1) LAYER OF 5/8" TYPE "X" 2x4 WOOD FRAME ❑ COLUMNS AND BEAMS 3000 PSI I t� ►� O N
WD. DOOR CONCRETE COVER FOR ALL POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS: O O
GYP. BD. ADHERED TO 1x2 WOOD FRAME STOP FOUNDATIONS 3 INCHES L7 O
LINE of WD. PLYWOOD SHEATHING COLUMNS 1 1/2 INCHES N O °
FRAMING REFER t0 STRUG e-,% O W
FOR REINFORCING
SLABS ON FILL W).UF. AT CENTER DEPTH OF SLAB Q
-}- , RATED ATTIC 11 6. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF A.S•TM. A615 W lY po ^ �
5E CT IOI I�l. I .S_ 2 ACCF CJCJ 0 G 'DACE ,7 11 3 DETAIL 3/4 SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND GRADE 60 SPEC. WITH � O `� 1n w o
_ ,a-$ A MIN. YIELD STRENGTH OF 60,000 PSI. It SHALL BE DETAILED, FABRICATED = _I O
�E SUF}PORTING STRUCTURE HAS BEEN AND PLACED AS RECOMENDED BY A.C.I. LL L j v —
A198 ED FOR THE FORCES SHOWN ON Z
THE PRODUCT APPROVED MANUFACTURE'S 1. WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO A.S.TM. A-105, DOUBLE O — O
DR4=4GS. W. . 36" ON EA. SIDE OF BEARING WALLS AND 30", PLUS WIDTH OF FOOTER Z I X tl
WF $
AROUND PERIMETER OF MONOLITHIC FOOTING. Q 0 Q
O :2 w 1i- p
S. CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE CONFORMING TO A.S TM. ►'7 W U
C-90. MORTAR SHALL CONFORM t0 A.S.tM. C270, TYPE M. CO
Ix
O
S. ALL STRUCTURAL LUMBER SHALL HAVE MIN. BENDING STRESS RATING fb 1200 9
PSI. MIN. UNLESS OTHERWISE SPECIFIED. o
O
N
10. ALL ROOF JOISTS, TRUSSES, OUTLOOKERS, BEAMS AND GIRDERS SHALL BE W
SECURED WITH APPROVED METAL TIES, CLIPS, AND ANCHORS t0 TIE BEAMS OR S 1 O 3 11 H O d d oo !i
(I.E. P.V.C, ROMEX,
BEARING PARTITIONS. O o
EM.t., COPPER) 3M FOAM OR EQUAL 11. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED O
(FIRE-STOP 4 Z
R-11, 19 OR 30 DRAFT-STOP) 12. PROVIDE SIGNED AND SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR " °f'f"' O
INSULATION, SEE P ARCHITECT'S APPROVAL. "'"'``''
ARCH. NOTES AND I PREFAB. WOOD TRUSS
SEE STRUCT. DWGS. Iml O BLDG. SECTIONS 13. USE GALVANIZED NAILS ONLY FOR EXTERIOR WOOD WORK
14. ALL STUCCO SCRATCH COATS SHALL BE ALLOWED 24 HRS. DRYING PERIOD.
MOISTURE RESISTANT o =
GYP. RR G 1 X PT 15. SUBSTITUTIONS OF SPECIFIED PRODUCTS AND/OR MATERIALS BY WRITTEN REQUEST
WD FURRING TO AND SUBJECT t0 APPROVAL BY OWNER/ARCHITECT. o
CER. TILE ON MTL. 16. MARBLE WINDOW SILLS. 0
LATH W/ LEVELING
GOAT OF CEMENT o
MTL. STUD PARTITION, DOUBLE ROLLED CEMENT TILE PLASTER
PURRS
SEE ARCH. NOTES (SEE ARCH. NOTES 4
FLOOR PLAN(S) 4 BLDG. SECTIONS FOR (1) LAVER OF 90+FELT OVER GALVANIZED FLASHING 8" GMU WALL W
LOCATION.)
o
411 SEALANT 9
GYPSUM BOARD ` ER. TILE
�--� a
R-11 INSULATION, (SEE ARCH. NOTES ' �` 60 MIL MIN. REINF.
ONLY APPLICABLE PLASTIC SHOWER PAN c
IN FIRE-RATED 4 BLDG. SECTIONS) ORTAR, SLOPE FROM 1"
PARTITION ATTIC g w O
SPACE � PERIMETER t0 O DRA o _
Z
a =_
CONC. SLAB (SEE StRUCt. DWGS) +-4 � � c
PLYWD.SHTG. W
SHOWER FAN � �
t�P c�aL FIRE-STOP AND DRAFT-STOP DETAIL 11 +� °
5ECTION N.T.5. a
1=oR P�4RT zt IoN/coNp u IT PENETRATION N.T.S. 5 DETAIL�,��� 3/�•
JAS +
(,4PPLIc,45LE FOR UJ,4LL PENETRATION ALSO.) � U
Lu
o
w Ex
Qa
• W
1X4 P.T.WDOD
BLOCKM,8Er 7� 11 O
VV 2
]N CONTAJ ww � o
BEALANr BED.
CCONC.LA TEL O Q
n °
STUCCO I K N
a
FERaNE1ER SEALANt O n
AND BACK BEDD OL W
ATTAeCFP1ETIT OF IN
WINDOW TO
WOOD BLOCKM AS PER
8FEC2==ATI0N8AC R
5
bc4 PJO18.T.WOOD O O O
BEALATBD. WINDOW �E4ID I]E TA I - • a W ui
ArrACTIr OF WA.IDOW TO
WOOD BLOCKJM C7 ?
w MaN�AC,1i�R PFM o REVERSE
�PECzFtcArtONS PRE NT 1/2 DRYWALL FIN. / 1/2" DRYWALL FIN v
ANT n O SNAP �� CAULK T 5/8" STUCCO FIN. >'.o o f 5/8" STUCCO FIN. /' Do
BEAD frYPJ SEALANT CARPET S GONG. BLK W
PRECAST CONC.BILL IX4 WOOD 5mc P.T. TIE BEAM SEE STRUGt. °A FILLED W/ GONG. % ®JLJ+�� 1�1 a
MT 3�1 Conk. o Q F5
;.o DRAWINGS FOR SIZE E REINF. I
WEA71 ER81RIt�AYa YJNl"L WEATHER SEALANT BED. ° 1 IM 02 W
v 1 0
FER E1ER BEALAW BTRIPP]NG MARBLE 8I3-L M mlulmlml 0 0 a
DAM MOD .10 1 87ucco PER-V*M7ER SEALANT I / SCALE 3/411=11-011
AND BACK BEDDM C
CONT. CAULKING 1X4 P.t. WD. BLK W/ HILTI CONT. CAULKIN 1X 4 P.T. WD. BLK W/ HILTI cn
x 11 11 scREEN tr:rtFE�D 12C"S STAGGERED 11AT 6" #C-RS 099-112 HG AT CHECKED BY JM o
WINDOW J A 5 CONS
12 O.C. STAGGERED 6
n twH>=N REQUIRED) O �� • •O� • • FROM TOP AND SOtt. OR 2" FROM TOP AND BOtT. OR 2" � LA
• • : • U Q o O .O. 0 0 0 2X6 RABBETED HEADS ST P-CONS At 24 O.G. 2 X(o RABBETED TAP-CONS AT 24" O.G. 0°
1 DRAWN BY
O O O• o Q ' O• o ANGaOF38 AC- EKED B STACs�ERED W
3" TAP-CON AT 24"
O. TAP-CON N w DATE 05/25/u0 S ILL DETAIL HEAD DETAIL & ILL DETAIL
y
--• o JOB 9628
W
WINDOW DETAI5 N.T.5. � /1 f/A� 0 IL IL
V / \ W
WOOD 5UCKS TO /� /� I * I -�•� J� C SHEET
WINDOWS DiX4P.CRSCS -112 AND SLIDING DOOR DET{teeILS I�l. I .S. EXTERIOR DOOR DETfitIL5 W
NAILED WITH I-1ILtt '�RS 099-112HC �®�
O 12" OTC. AND 3" FROM TOP AND W
S OF SHEETS
V W
tt °
d
11
ry '
ARC'4N°.• 7 7 12