00-0441-018 ^^ -
GENERAL N O I E!5;-
REVISIONS BY y
- - 8
LINE OF WD. FRAMING 1. DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY. CONTRACTOR SHALL
VERIFY ALL DIMENSIONS AND CONDITIONS. IN THE EVENT OF CONFLICT, NOTIFY
-- - - ARCHITECT BEFORE PROCEEDING. z
STUCCO ON FELT EIA�D
H ON 1/Z 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND VARIOUS TRADES SO THAT
METAL LAT
" PROPER OPENINGS AND CHASES ARE PROVIDED.
PLYWOOD SHEAT14M
WOOD TRUSS BEYOND 3. ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO PLACING
GALVANIZED COUNTER PLAS14M R-11 INSULATION ADHERED FILL. FOUNDATION SHALL BEAR ON CLEAN FILL COMPACTED IN LAYERS OF NOT �
t STUCCO STOP (J-BEAD) TO '/2 11 PLYWD. SHTG - - MORE THAN 12" IN DEPTH AND TO 959 DENSITY AS PER AST.M. PROCTOR
GALVANIZD EST OR MODIFIED PROCTOR TEST. as
2X6 P.T.P W/ 1/2" DIA X 4 LAad 36" z
OZ.6" FROM TOP 4 BOTTOM
MORTAR 4.FOOTINGS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF �
FOR CONC.BEAM USE HILTIS DNMM 8" O:C, 2500 PSF. SOIL BORINGS MUST BE MADE BY A TESTING LABORATORY TO CONFIRM ~ C
FLAT CEMENT TILE STAGGERED. THE ASSUMED SOIL BEARING PRESSURE. w, 0 �
WOOD MOLD GARAGE O.H. D 5. CONCRETE SHALL HAVE A SLUMP OF 5" MAX AND A MIN. COMPRESSIVE STREW-44 OK � o
IN 28 DAYS AS FOLLOWS: ~ N 0) c0 0)
84 " PLYWD. SHT 1x3 WOOD FURRS FOUNDATIONS AND SLABS ON GRADE 2500 PSI r- p 0�0
(1) LAYER OF 5/8" TYPE "X" 2x4 WOOD FRAME r COLUMNS AND BEAMS 3000 PSI = ro N
GYP. BD. ADHERED TO 1x2 WOOD FRAME TOP DOOR 1::1 L FOUNDATIONS COVER FOR ALL POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS: n 0) OI O
LINE OF WD. PLYWOOD SHEATHING REFER t0 STRUG COLUMNS 1 1/2 INCHES N ^ VT) O o
V/ W
FRAMAlG FOR REAC-ORCING SLABS ON FILL WJP. AT CENTER DEPTH OF SLAB Q U7 Lo w z
t 1 HR FIRE RATED ATTIC: 3 I 6. R INFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTrt. A615 w O0
5E CT ION N.T.5. /� CCEGJ' GJ" ,� �� � 1�2 II
DETAIL 3/�' SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND GRADE 60 SPEC. WITH Lo Z
A-S �`i _ Q_8 A MIN. YIELD STRENGTH OF 60,000 PSL IT SHALL BE DETAILED, FABRICATED = J O U
A-S SUPPORTING STRUCTURE HAS BEEN AND PLACED AS RECOMENDED BY A:C.L I- L- W M
SIGNED FOR THE FORCES SHOM ON Z u --1 ;E
THE PRODUCT APPROVED MAN FACTURE'S 1. WELDED WIRE FABRIC (W.UFa SHALL CONFORM TO AST. 1. A-105, DOUBLE O — O !9
DRAwurGS. W.WF. 36" ON EA. SIDE OF BEARING WALLS AND 3011, PLUS WIDTH OF FOOTER Z I X a- o
AROUND PERIMETER OF MONOLITHIC FOOTING. Q
O .2 w w p
S. CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE CONFORMING TO AS.TM. n -i U
C-90. MORTAR SHALL CONFORM TO AS T.M. 0210, TYPE M. (D w
O
9. ALL STRUCTURAL LUMBER SHALL HAVE MIN. BENDING STRESS RATING fb 1200 3
PSL MIN. UNLESS OTHERWISE SPECIFIED. o
10. ALL ROOF JOISTS, TRUSSES, OUTLOOKERS, BEAMS AND GIRDERS SHALL BE o
SECURED WITH APPROVED METAL TIES, CLIPS, AND ANCHORS TO TIE BEAMS OR S 10 3 11 H :D d d ODo 08
BEARING PARTITIONS. Ac:f O
(LE. P.VA ROMEX, 3M FOAM OR EQUAL I1. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED
O 8
EMT, COPPER) (FIR£-STOP 4 Z
R-11, 19 OR 30 DRAFT-STOP) 12. PROVIDE SIGNED AND SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR H
INSULATION SEE ARCHITECT'S APPROVAL. O Is
ARCH. NOTES AND I PREFAB. WOOD TRUSS ' f -' m
BLDG. SECTIONS I I SEE STRUCT. DWGS. 13. USE GALVANIZED NAILS ONLY FOR EXTERIOR WOOD U ORIK
O
14. ALL STUCCO SCRATCH COATS SHALL BE ALLOWED 24 HRS. DRYING PERIOD. O
MOISTURE RESISTANT N
GYP. BD. ON 1 X PT 15. SUBSTITUTIONS OF SPECIFIED PRODUCTS AND/OR MATERIALS BY WRITTEN REQUEST
FURRING TO AND SUBJECT TO APPROVAL BY OUNER/ARCHITECT. o
CER TILE ON MIL. 16. MARBLE WINDOW SILLS.
LATH W/ LEVELING
COAT OF CEMENT 5
MTL. STUD PARTITION, FUSS DOUBLE ROLLED CEMENT TILE PLASTER
0
SEE ARCH. NOTES d (SEE ARCH. NOTES a (1) LAYER OF 900 FELT OVER 8" CMU WALL
FLOOR PLANS) BLDG. SECTIONS FOR GALVANIZED FLASHI?4G
LOCATION.)
ALANT
4"
f--F
IZIR TILE
R-11 INSULATION, (SEE GYPSUM BOARD `� MIL MIN. REINF.(SEE ARCH. NOTES o ONLY APPLICABLE ASTIC SHOWER PAN IN FIRE-RATED $ BLDG. SECTIONS) O
ATTIC RTA SLOPE FR01'1 1 o g
PARTITION S RMTER TO O" a ORA o _ 12
GONG. SLA5 (SEE STRUGT. DWGS) °
t-t
5/8" PLYWDSHTG. � � � 8
TYPICAL FIRE-STOP AND DRAFT-STOP DETAIL 5HOWER PAN
5ECTION N.T.S.
FOR PART ITION/CONDUIT PENETRATION N.T.S. 5 DETAIL 3/4 11 t-+
A_B Q_S > f-+
(APPLICABLE FOR WALL PENETRATION ALSO.)
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5/8" STUCCO FIN. > :o FIN.
CAULK O C�IAf°IN CsLAZ�lc3 N a
1 tr•rPJ e�4LAHr cAT 8" CONC. BLK °' 1�7)L®���
Pi CA6T Cot�G 8>zLL DO WOAD 0KX P.T TIE BEAM SEE STRUCT. FILLED W/ CONC. a
sEr nr ca�tr. ;`:.o ;..o DRAWA�IGS FOR SIZE 4 REIN. LOrr 4 `"
C'iA7F 7TZU"II� V7MfL UMATHM 0£AL4W C'A'D.
CZALAW 8TT31PPIIdG 1'4AFMIX G" o ° SCALE /411=1 i-O n
ER stucco CRALAHr S 1X4 P.T. WD. BLK W/ HILTI 1X 4 P.T. WD. BLK W/ HILtI ►c- rc
A%V SAM 15MO�Ys 7 D CsI.ABS CONT. CAULKING I CRS T. WD.2 L W1 CONT. CAULK a
COw' 12" O.C. STAGGERED Co" " RS 099-112 HG AT CHECKED BY O.P.
WINDOW JAl"�8 : ' O p OO p . ' • 2X6 RABBETED HEADS TAP-CONS N 24" OTC. 2 X 6 RABBETED 12" O.C. STAGGERED . m 8 Ln
(� f� FROM TOP AND BOTT. OR 2 FROM TOP AND BOTt. OR 2" �
' . " Q p O• v STAGGERED JAMB ST EAD T 2 O.G. = DRAWN BY
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�O. .•Qp O. O O . ' 3" TAP-CON AT 24" O AT 24PO�G. i DATE 06/01/99
SLL DATA HEAD DETA IL. 5 ILL DETA IL a JOB g�2s
WINDOW DETAILS N.T.5. DEADER J1"r cr
� SHEET
WOOD HUCKBTO P.T. O .T.FO,Z 5L ID ING DOOR DETA IL5 N.T.5. EXTERIOR DOOR DETA IL_5
a
WAVDOWB AND 1X4 PT FOR B�Cs.D.AND
NAILED WITH HILtI � 099-11240
2 A-0
a 12" O=G.AND 3" FROM TOP AND
S OF SHEETS °-
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