00-0061-016 GEC `FERAL NOT
REVISIONS BY
- -
LINE OF WD.FRAMING 1. DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY. CONTRACTOR SHALL 0
VERIFY ALL DIMENSIONS AND CONDITIONS. IN THE EVENT OF CONFLICT, NOTIFY
ARCHI' CT BEFORE PROCEEDING. r - _
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STUCCO ON FELT BACKED _ t
METAL LATH ON I/2" COX 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND-VARIG'U5-'1'R4DES-SO THAT W
PLYWOOD SHEATHINCs PROPER OPENINGS AND CHASES ARE PROVIDED.
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WOOD TRUSS BEYOND ----
3. ALL VEGETATION AND ORGANIC MATTER SHAL , � REMGVEP PRIOR TO PLACING
GALVANIZED COUNTER FLASHING R-11 INSULATION ADHERED FILL. FOUNDATION SHALL BEAR ON CLEAN FILL.;, COMPACTED :IN LAYGRS,OF NOT o
4 STUCCO STOP (J-BEAD) TO V2" PLYWD. SHTG MORE THAN 12" IN DEPTH AND TO 959 DENSITI^"Aa F'E� ArST1�: t'Ri�f l`6R
GALVANIZED FLASHING 2x6 P.T. Wi 1/2° DIA. x 4 LAB.e 3611 TESL OR MODIFIED PROCTOR TEST.
O.C. 6" FROM TOP ! BOTTOM.
MORTAR 4.FOOTINGS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF �
FOR CONC.SEAM USE WILTIS ON121=18 8" O.C. W
2500 PAP. SOIL BORINGS MUST BE MADE BY A TESTING LABORATORY t0 CONFIRM
FLAT CEMENT TILE sTAGCsERED. THE ASSUMED SOIL BEARING PRESSURE. W 00 Lx
WOOD MOLD GARAGE O.H. DO
5. CONCRETE SHALL HAVE A SLUMP OF 5 MAX. AND A MIN. COMPRESSIVE STRENGH 0
IN 28 DAYS AS FOLLOWS: ~ N 0) c0 0
'L
'$" PLYWD. SHt V 1x3 WOOD FURRS 0
8N FOUNDATIONS AND SLABS ON GRADE 2500 PSI _ I 0)
(1) LAYER OF 5/8" TYPE "X" 2x4 WOOD FRAME I COLUMNS AND BEAMS 3000 PSI 2 ►� O N
GYP. BD. ADHERED TO 1x2 WOOD FRAME TOP DOOR CONCRETE COYER FOR ALL POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS: I— 0) O p
LINE OF WD. PLYWOOD SHEATHING FOUNDATIONS COLUMNS 1 1/2 INCHES N n O
REFER TO STRUC 0) a
FRAMING FOR REINFORCING SLABS ON FILL W.W.F. AT CENTER DEPTH OF SLAB Q W
I HR FIRE RATED ATTIC ii 6. REINFORCWs STEEL SHALL CONFORM TO THE REQUIREMENTS OF A.ST.M. A615 w ^ z
KTN�
SE CT IO�l N.T.S. 3 DETAIL. 3/4 SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND GRADE 60 SPEC. WITH z
ACCESS 6 GARAG 2 11 ,�_S A MIN. YIELD STRENGTH OF 60;000 PSI. IT SHALL BE DETAILED, FABRICATED 2 .. p
E SUPPORTNG STRUCTURE WAS BEEN AND PLACED AS RECOMENDED BY A.G.I. I- LL. W n U
7rgsXNED FOR THE FORCES SHOWN ON b z v J �
THE PRODUCT APPROVED MANUFACTURE'S 1. WELDED WIRE FABRIC (W.WP.) SHALL CONFORM TO "T.M. A-105, DOUBLE Q — Q
DRAWMSS. W1UF. 36" ON EA, SIDE OF BEARING WALLS AND 30", PLUS WIDTH OF FOOTER Z Q = X 0-
AROUND PERIMETER OF MONOLITHIC FOOTING. —
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8. CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE CONFORMING t0 AST.M. M W U
G-90. MORTAR SHALL CONFORM TO A.Z T.M. C2"10, 'TYPE M. CO w
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9. ALL STRUCTURAL LUMBER SHALL HAVE MIN. BENDING STRESS RATING fb 1200 o
PSI. MIN. UNLESS OTHERWISE SPECIFIED. o
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10. ALL ROOF JOISTS, TRUSSES, OUTLOOKERS, BEAMS AND GIRDERS SHALL BE o
SECURED WITH APPROVED METAL TIES, CLIPS, AND ANCHORS TO TIE BEAMS OR 6 1 0 3 1 1 H O d d oa Z
BEARING PARTITIONS. O o
11. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED O Z
(LE. P Y.C, ROMEX, 3M FOAM OR EQUAL Z Q
E.M T., COPPER)
(FIRE-STOP 4
R-11, 19 OR 30 DRAFT-STOP) 12. PROVIDE SIGNED AND SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR O 2
INSULATION, SEE PREFAB. WOOD TRUSS ARCHITECT'S APPROVAL. _j W
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BLDG. SECT AN I 8EE STRUCT. DWGS. 13. USE GALVANIZED NAILS ONLY FOR EXTERIOR WOOD WORK. O
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14. ALL STUCCO SCRATCH GOATS SHALL BE ALLOWED 24 HRS. DRYING PERIOD. 3
MOISTURE RESISTANT N
FU1 0. ONCs I X PT 15. SUBSTITUTIONS OF SPECIFIED PRODUCTS AND/OR MATERIALS BY WRITTEN REQUEST
TO AND SUBJECT TO APPROVAL BY OWNER/ARCHITECT. a
GER. TILE ON MTL. 16. MARBLE WINDOW SILLS.
LATH W/ LEVELING
COAT OF CEMENT
PLASTER
MTL. STUD PARTITION, FURRS DOUBLE ROLLED CEMENT TILE 3
SEE ARCH. NOTES 4 (SEE ARCH. NOTES 4 (1)LAYER OF SO*FELT OVER
FLOOR PLAN(S) BLOC. SECTIONS FOR GALVANIZED FLASHING
8" GMU WALL a
LOCATION.)
_ 4„ EALANT `
ER TILE Z
R-11 INSULATION, CsYPSUM BOARD % �� 60 MIL MIN. REINF. _
IEEE ARCH. NOTES a
ONLY APPLICABLE PLASTIC SHOWER PAN
4 BLDG. SECTIONS)
IN FIRE-RATED ATTIC ORTAR, SLOPE FROM 1" 9 � O
PARTITION PERIMETER TO 0" is ORA o o
v LL )~
�— CONC. SLAB (SEE STRUGT. DWGS)
0
5/8" PLY
TYPICAL FIRE-STOP AND DRAFT-STOP DETAIL WDrSHTG.
SHOWER PAN —1
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K 4 SECT ION N.T.S. 5 DETAIL. 3/�•11 �--F W
FOR P�4RT IT ION/CONDUIT PENETRATION N.T.S. A-$ >
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(APPLICABLE FOR WALL PENETRATION ALSO.) � W
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SEALANT 0M.
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ATTACHMEW OF IMPOG&I TO W
it OI.00ICM A6 PER _
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MILOCIONM6 GET O O O W
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CIVALAW MW WINDOW HEAD DETAIL. l)
ATTAG1 tT aF umrDau w z
WVCM hft#*N � PM-CAST . I REvERSE =
1/2" DRYWALL FIN. / 1/2" DRYWALL FIN. 0
CAULK 5/6" STUCCO FIN. 5/8" STUCCO FIN. c
O �!� P BEAl.AN1T . ° 8" CONC. 5LK ° M4DEL A
PRECAST CON_ML 1x4 W00D euac Pt. TIE BEAM SEE STRUCT. FILLED W/ CONC. a
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DRAWINGS FOR SIZE d REINF.
LLLATi�lS71gP7N4 � SEALANT CED. :o o ` i wI' 1 0
SCALE " ' "
P�tn•RREIt SUALAW MAPS"MILL 3/4 iuiw o °
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PERIM 1ERGRALAriT I C 1X4 P.T. WD. BLK W/ HILTI /
•T�o AND SUK 0W OW, CONT. CAULKING CONT. CAULKIN IX 4 P.T..WD. BLK W/ HILTI o -
TEMPERED CLASS "CRS 099-112 HC AT "CRS 099-112 HG AT -� CHEC 1!
Carc, KED BY O.P.
8� O. 12 O.C. STAGGERED 6 12" O.C. STAGGERED 6" 0
WINDOW J A1„«3 I • D FROM TOP AND BOTT. OR 2 FROM TOP AND BOTT. OR 2" in
Q o 2 f o O, •O • • 2X6 RABBETED HEADS
• v STAGGERED T 24" O.C. JAMB ro �BBETED TAP-CONS AT 24" O.C. m =
%0..' 0 O 0 Qo ANCFIO� STAGGERED DRAWN BY
QO. 3" TAP-CON AT 24" O.G. 3" TAP-CON W
AT 24" O.C. DATE 02/01/
00
SLL DETAIL o- 4 � 4L JLL � � L X06 WINDOW DTALS N.T.S. a- DZ A " in X
WOOD BUCKS TO BE IX4 P.T.FOR a SHEET W
WV4X sAND1x4P.T.FORSaD. AND SLIDING DOOR DETAILS N.T.S. EXTERIOR DOOR DETAILS ° X
NAILED WITH HILTI GCRB 099-1121-C = A-8 w X
C ON 0jr,AND 3" FROM TOP AND
OF SHEE S W
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