00-0664-012 GENERAL NOT
REVISIONS BY
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LDS III FRAMWs
L DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS,ONLY. CONTRACTOR SHALL
VERIFY ALL DIMENSIONS AND CO�IDITIONS.;IN',THE EVENT OF CONFLICT, NOTIFY
ARCHITECT BEFORE PROCEEDING. = t
STUCCO ON FELT BACKED Ma
METAL LATH ON VY COX 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND VARIOUS TIRADES SO THAT
PLYWOOD SHTJI►THA�s PROPER OPENINGS AND CHASES-ARE PROYIDEC.^ ----- W
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WOOD TRUSS BEYOND 3. ALL VEGETATION AND ORGANIC MATTER SHAD„ - .fRtE"ICVED PRIOR TO PLACING
GALVANIZED COUNTER FLASHIAICs R-11 INSULATION ADHERED FILL. FOUNDATION SHALL BEAR ON CLEAN FILL COMPACTED IN ,LAYERS OF NOT
a STUCCO STOP 0-BEAD) TO tl" PLYWD. SHTG MORE THAN 12" IN DEPTH AND t0 %% DENSITY AS PER Aa T.M. PROCTOR
GALYAAIIZED FLAWING 2X6 OR MODIFIED PROCTOR TEST. °
2X6 P.T.W/ VT" PIA.X 4 LAB.* 36" i
MORTAR OjC.6" FROM TOP s BOTTOM. 4 FOOTINGS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSUIRE OF m
' FOR COIJC.BEAM USE HILTIS DNMPB 8"I
2500 PhP SOIL BORINGS MUST BE MADE BY A TESTING: LABORATORY TO COPIFIRM
FLAT CEN FNT TILE
STAGGERED. THE ASSUMED SOIL BEARING PRESSURE. W
WOOD MOLD GARAGE O.H. DOO 5. CONCRETE SHALL HAVE A SLUMP OF 5" MAX. AND A MIN. COMPFESSIVE STRENGH I�
IN 28 DAYS AS FOLLOWS: ~ N 0) (D 0)
Vi" PLYWD. 8HT 1x3 WOOD FURRS U) � 00 3
(1) LA OF 5/8 "X FOUNDATIONS AND SLABS ON GRADE 2500 PSI i 0) 4
LAYER " TYPE 2x4 WOOD FRAME QLE COLUMNS AND BEAMS 3000 PSI = r j K) O N
WD. DOOR CONCRETE COVER FOR ALL POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS: K) 0) O O
GYP. W. ADHERED TO 1x2 WOOD FRAME STOP O T,
LINE OF WD. PLYWOOD SHEATHING FOUNDATIONS 3 INCHES
COLUMNS 11/2 INCHES N 0) O °
W
FRAMING FOR REFER OINFORGING SLABS ON FILL W.WF. AT CENTER DEP'T'H OF SLAB � QQ W
1 �--�R FIRE RATED ATTIC
V/ Q O y
6. REINFORCING STEEL SHALL CONFOF21'1 TO THE REQUIREMENTS OI= ArSTM. A615 � �
SECTION N.T.S. ,� ii 3 UT�-�e IL 3/4�� SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND GRADE 60 SPEC. WITH p j z o
Q_S ACCESS GARAGE , 2 ,4-8 A MIN. YIELD STRENGTH OF bOpW PSI. IT SHALL BE DETAILED, FABRICATED = � .. O U �
Q-S E SUPPORTING STRUCTURE HAS BEEN AND PLACED RECOMENDED BY AjC.L
ESIGNED FOR THE FORGES SHOWN ON � Z u J La
THE PRODUCT APPROVED MANUFACTURE'S 1. WELDED WIRE FABRIC (WlUF.) SHALL COMFORM TO AST.M. A-105, DOUBLE O - O
DRAWINGS. W.WF. 36" ON EA. SIDE OF BEARING WALLS AND 30", PLUS WIDTH OF FOOTER Z = X D_
AROUND PERIMETER OF MONOLITHIC FOOTING. Q
S. CO T
NCRETE MASONRY UNITS SHALL BE LOAD BEARING YPE CCtFORMING TO AS T.M. On J OU
C-90. MORTAR SHALL CONFORM TO A.S.tM. 0210, 'I PE M. O W
F-
9. ALL STRUCTURAL LUMBER SHALL HAVE MIN. BENDING STRESS RATING fb 1200 s
PSI. MIN. UNLESS OTHERWISE SPECIFIED.
°
10. ALL ROOF JOISTS, TRUSSES, OUTLOOKERS, BEAMS AND GIRDERS SHALL BE
U. I
SECURED WITH APPROVED METAL TIES, CLIPS, AND ANCHORS TO TIE BEAMS OR S 10 311 H :D 21 V 1112 '0
BEARING PARTITIONS. O
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CIF. PI RO9MF 3M FOAM OR EQUAL IL ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED °
EMT, C 0PFSIRJ (FIRE-STOP a Z I
DRAFT-STOP) 12. PROVIDE SIGNED AND SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR ° <<f °
R-11 IS OR 30 O
INSULATION, SEE RCHITE APPROVAL.
/�p�.�_� PREFAB. WOOD TRUSS A CT S A V
SECTIONS
SEE S 1 � . DWG6- S% j F t OW
/NI�/f� �S AND
I I 13. USE GALVANIZED NAILS ONLY FOR EXTERIOR WooD WORK �
BLDG. SE O
I I 14. ALL STUCCO SCRATCH COATS SHALL BE ALLOWED 24 HRS. DRYING PERIOD.
MOISTURE RESISTANT h
I ( GYP. BD. ON 1 X PT S. SUBSTITUTIONS OF SPECIFIED PRODUCTS AND/OR MATERIALS BY WRITTEN REQUEST
I ( WD FURRING TO AND SUBJECT TO APPROVAL BY OWNER/ARCHITECT o
CER. TILE ON MTL. 16. MARBLE WINDOW SILLS.
LATH W/ LEVELING
COAT OF CEMENT
STU
MI D PARTITION, R DOUBLE ROILED CEMENT TILE
PLASTER
DOUBLE
SEE ARCH. NOTES a (SEE ARCH.NOTES a (1) LAYER OF SOP FELT OVER '
FLOOR PLANS) BLDG. SECTIONS FOR GALVANIZED FLASHING 8 CMU WALL
LOCATION.)
4„ ALANT
f-
GYPSUM JPOE R. TILE Z
R-11 INSULATION SEE ARCN�NOTES ' �` MIL MIN. REINF.
ONLY APPLICABLE ASTIC SHOWER PAN
IN FIRE-RATED a BLDG. SECTIONS)
ATTIC
RTAR, SLOPE FROM I" e - g/8" TYPE "X" DRYWALL
PARTITION SPACE RIMETER TO O" 6 ORA>a _ STRUCTURAL COLUMN (SEE F
° STRUCT. DWGS.) '�
$ 2 LAYERS No" TYPE "X" � } <zIr
�— GONG. SLAB (SEE STRUCT. DWGS) DRYWALL Z
6" METAL STUD f 4
5/8" PLYWD.SHTG. � °
TYPICAL FIRE-STOP AND DRAFT-STOP DETAIL SHOWER PAN
TL
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FOR PARTITION/CONDUIT PENETRATION N T.S. 4 SECT ION N.T.S. 5 DETAIL 3/4
(APPLICA5LE FOR WALL PENETRATION ALSO.) . a"S
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CAULK ° :..a ' m a
M�f,YP� a6a.AN, CARET : • 8" CONC. BLKOD■ A &
FAT COMA~G" lX4 UACM MUCK P.T. TIE BEAM SEE STRUCT. FILLED W/ GONG. a
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AND PAC Nmr C CONT. CAULKING IX4 P.T. WD. BLK T HILTI CONT. CAULK IX 4 P.T. WD. BLK W/ HILTI °
GLAab 'L^RS 099-112 HC AT _ o
: I CorrC` O MG� 099 112 HG AT CHECKED BY O,{'�, ai I
• 12 O.C. TAGGERED 6 / 0
/� 12 G. STAGGERED 6
WINDOW JAl" 5 : • (1 Qo .0. ; • 0 00 p• •�� , 2X6 RABBETED HEADE TAP-CONS-CONS AANrp4"OTC OR 2 2 X 6 RABBETED TAP CONS AND BOOTG OR 2" m DRAWN BY
• O Oo STAGGERED JAMB STAGGERED
�O. ••QO o O 3" TAP-CON AT 24" 011 3" TAP- i DATE 02 W
�7 � Tf-i � AT 24 O.G. �0��00
lIn III
BEAD DETAIL S ILL DETAIL JOB 9628 4 I
WINDOW DETAILS M.T.S. ,�1� JAl"r T I
1000D 51JCK8 TO BE 1X4 R FOR SL. ID INCA DOOR DETAILS N.T.S. EXTERIOR DOOR DETAILS $ SHEET
WA�IDOItJb AND DK4 P.T.FOR B�C�D AND A-8
W
NAAED WITH HILTI �CIM 099-112HG � OF SHEETS
a 12. Oa AND NO FROM TOP AND
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