05-562(2)-0024
THE G INERAL CONTRACTOR SHALL BE RE5PONSIDL.E FOR V1 RIPYINCa ALL EXISTING
cONDITIc,46 AND POR THE COORDINATION OP ALL TRA:fES WITHIN THE CONTRACT
DOCUMENTS. THE CONTRACT DOCUMENTS SHALL CONSIST OP ALL TPE CONSTRUCTION
DRAu)N, c,:3 AND THE SPFCIFICrATION5, IF PROVIDED. INCLUDING ALL THE' DRAWIwia Or
THE VARICUS DISCIPLINES AND AS SUCH, ANY TRADE WHETP5R ARCHITECTURAL,
STRUCTURAJ -, HVAC, OR ELECTRICAL SHALL E35 VIEWED IN CONJUNCTION WITH ALL
OTHERS, AND ANY DISCREPANCIES FOUND ON T1• E ORAWiNrGS, DIMENSiONAL OR
OTWERWISE, SHALL DE IMMEDIATELY BROUG14T TO THE ARCHITECT'S ATTENTION. THE
GFNE-FZAL CONTRACTOR SHALL 15E 5PON.SI5 -.ALE FOR COOROINATIN�s THE WOR -4e, 01= ALL
CONSTRUCTION TRADES.
FAILURE Ol= THE CONTRACTOR TO VERIPY JOB CONDITIONS PRICR TO COMMENCEMENT
AND TO REPORT IN WRITING TO THE A/E ANY DISCREPANCIES OR ERRORS ON THE
CONSTRUCTION DOCUMENTS SHALL NOT BE A JUSTIFICATION FOR EXTRAS TO THE
CONTRACT AMOUNT,
V LAf±� 6 ON r -1 k,[—
FILL AND BACK FILL TO BE COMPACTED TO Sc, : OP THE MODIFIED PROCTOR DENSITY TEST
(A5T M COMPACTION LAYER'S NOT TO EXGI =ED 12'. BACK PILL MATER141- TO DE
ArrROVED DY 5011- ENGINEER.
SLAn,S TO SE PLACED CONTINUOUS1. -Y, HOWEVER, MUST IBE SAW CUT 6AM1= DAY
IT 15 PLACED AND LIMITED TO A00 S. P., AND 20 PEET 1N ANY DIRECTION. CGORr,'-INATE
WITH ARCHITECTURAL. PLANS POR LOCATIONS Om THE SALU CUTS, SUMMIT LAYOUT OF ALL
64W CUTS FOR APPROVAL. SAW CUT TO 5E. A MINIMUM G� I INCH DEPTH AND 1/4 INCH
L lIDTH, PROVIDE VAPOR BARRIER 15ELOW ALL SL.AIBS ON PILL (10 MIL). f;zr-rER TO
ARCHITECTURE FOR REQUIRED SOIL POISONING Bt:NEATH ALL SLABS ON GRADEL
ALL ELECTRICAL CONDUITS !TOBERUN OVER THE DOTTOM 5LA15 REINFOS� C-ING,
Mwl'F1
MASONPZY CONSTRUCTION, SHALL 5E IN COM-C> "1ANCE WITH THE TOLERANCES, QUALITY,
4ND METHODS Or- CONSTRUCTION AS SET FORTH iN THE PORTLAND CEMENT
A$50CI,A,TION CONCRETE MASONRY HANDBOO ,,='ANSI A 41.1, A 412 AND AW$ STfWCTURAL.
WELDING CODE: P15INFM -CING STEEL (DIA).
THE MAXIMUM AREA OF WALL FANELS OF &' THICK UNiT MASONRY, A6 MEASURED
BFTI.IIEEN THE CONCRETE MEMBERS WHICH FRAME THE
PANEL, SUCH AS T"WE BEAMS AND TIE COLUMNS, SHALL NOT EXCEED 240 5.;=. OR 15E
CONSTR I TED OF RE21WCRCED MAAONRY UNITS,
GYPSUM WALLBOARD SHALL COMPLY WITH THE iTANDAi�s SmC11 im FOR THE APPLICATION
Ail-ID FINISHING OP GYPSUM WALLBOARD, ANSI 4S I.1, ASTM C36 AND ASTM C 415 AND SHALL
NOT DE LESS THAN 112' IN THICKNESS. STUDS SHALL BE SPACED NO MORE THAN 24' O.C.
FOR WOOD STUDS USE NO LESS THAN 2X4 NOMINAL THICKNESS POP, METAL STUDS USE
'C:" SHAPED GALVANIZED METAL STUD WITH SELF- DRILOW -1, SELF - TAPPING -s SHEET
METAL, SCREWS 1DRIYFN MELOW THE 3URPACE AND SLOTTED WiTH PINieWING JOINT" COMPOUND
AT 8' ON CrNTER AND THE SUf ACE AND SPOTTED WITH JOINT CV1POUND AT VON CENTER
AND TP5 JOINTS WERE SEALED WITH TAPE AND TWO COATS OF DRYWALL COMPOUND.
6:YF5UM LATH:
GYPSUM LATH ;HALL BE NAILED TO WOOD SUPPORTS, AT INTERVALS NOT TO EXCEED S',
WITH 13 -GAGE GALVA 17-ED OIL BLUED NAILS HAVING 113/64' D14METER FLAT HEADS. NAILS
SHALL DE NOT LESS THAN 1 -1/4' LONG FOR 1/2" LATH.
PLASTERING WITH GYPSUM, HARD WALL, LIME OR CEMENT PLASTER SHALL 13E 3 -COAT
WORK WWEN APPLIED OVI=R METAL, AND WIRE LATH AND SHALL NOT ESE LESS THAN 2 -GOAT
WOE WHEN APPLIED OVER GYPSUM LATH OR GYPSUM E3LOCK
Wlrkll� LATH FOR PLASTER APPL ICATiONS SHALL BE NOT LESS THAN 3/8' RIE3 METAL LATH
O?= 3.4 L13S. /SCE. YD. WITH -SUPPORTS * 24' O.C. MAXIMUM, ALL METAL LATH SHALL 5E
LAPPED 1' MINIMUM,
MAIN RZUNINERS FOR eU!5FENDImD PLASTER CEILINGS SHALL BE A MINIMUM Or
L15. PER PT. v 4' -0' O.C. MAXIMUM WITH HANGERS a 3' -01 O.C. MAXIMUM CROSS PURRING,
CHANNELS SHALL SE 314' * 24' O.C. iMAXIMUIM.
STUCCO ON METAL k A i H.
STUCCO SHALL BE APPLIED IN 3 -COAT POR, A THICKNESS OP 3/4' OVER GALVANIZED,
41- PROVEID METAL. LATH, ON 15 LBS, ROOFING FELT, ON 3/4' PLYWOOD, ON WOO OR
METAL STUDS a 16' O,C.
TTI:
,ATTIC ACCESS SCUTTLE MUST BE A MIN. OF 4 S, F. IN AREA STANDARZO SIZE SHALL D5 22'
X 36' OR APPROVED ECiLIAL
SOFPIT VENTILATION SMALL aE ATI A BATE OF ONE 5. F. OP VENT BY EVERT' IEO 5. R Or
C=,11-INell AREA.
iNTE ni0Rl PARTITION:
5TUiD5 IN INTERIOR NON- 15EARING PARTITIONS WITH OPENING SHALL 13E OF NOT
LIE65 SiZE THAN 2' X 3' w 16' O. C. OR' SHALL ESE OF NOT LESS SIZE THAN 2' X 4' v
24' O. C. INiIEERIOR NON- 15EARING ;STUD PARTITIONS MAY HAVE A SINGLE TOP PLATE.
HFEAIDITPZ OVER OPENiNGS NOT EXCEEDING 4' -0' IN WIDTH MAY e-E OF 2' NOMINAL
THIC KNES8, PLACED FLAT AND 5ND- NAILE0 THROUGH THE STUDS WITH NO 601-10
MFAR1Nis 1= ROVIDED.
ONE HOUR FIRE RATED rARTITiCN SHALL BE No. 25 GAUGE CHANNEL - SHAPED
STUDS OR 2' X 4' WOOD STUDS 0 iV 01C WITH i PULL- LE:t,nT W LAYER 01-- S /S' GYPSUM
WALL". OARZ) APPLIED VERTICALLY EACH SIDE. FIRST LAYER ATTACHED WITH 1' LONG,
No.. 6 DRZYWAL.L SCREWS, S' O /C: AROUND THE PERIMETER EDGES WHICH NEED TO BE
SUPPORTED AND 12' O/C ON ALL OTHER ~ MEMaERS
FLOOR / CEILING OR POOP / CEILING AC- 5EMIBLIES SHALL ME 1'X3' rURRImG 16' O/G,
1 LAYER 5 /5" GYPSUM BOARD INSTALLED WITH TGIF LONG DIMENSION PERP=ENDICULAR
TO THE FRAMING
WALLS FINISH ARROUND SHOWER COMPARTT" iENTS AND TUBS MUST BE IMPERViOUS
MATERIAL (CERAMIC TiLE) TO i0' HIGH.
:nROTECI—ION CMIN T 12E AY AN1 T m '1iw .
CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARsf3 AT LEAST 1 FOOT
(305 MM) AWAY FROM THE STRUCTURE SIIDEWALL, WHETHER BY UNDERGROUND PIPING,
TAIL EXTENSIONS, OR SPLASH 15LOCK5.
GUTTER"a WITH DOWN SPOUTS ARE REQUIRED ON ALL eUILDINGS WITHEAVES OF L F66 TP4N
6 INCHES (152 MM) HORIZONTAL PROJECTION EXCEPT FOR GABLE END R4KE5 OR CN A
Fk Car AF ovfF ANOTHER. ROOF. IRRIGATION /SPRINKI LEf SY5T EMS AND RISERS FOR 6r-FZAY
HEADS SHALL NOT BE INSTALLED WITHIN I FOOT (305 MM) Orr THE BUILDING'. SIDEWALL.
1'x3'PT,
Irl STOr-
%' Dr'Y WALL
TYFE 'X' SEP
NOTE ` PIw PACE,
METAL STUD 0 16' or,.
I HR. FIRE P•ATED
WALL Ai GARAGE
M'745IRICATED
l D TFIJ65
2X4 NAILEIR
%, DRY UJ ALL.
BASE (6EE FIN, WHEDUL.E)
FLOOR f» UINNLR SFT
IN CALILK$* 13ED
FLOCR FINI 4 (WE
PI "LISP{ SGH IDULE)
CO ,'C'. SLIA.5 (!!-E-P
FOADATION PLAN)
STUCCO PINISH
CONCRETE BLOCK
WALL OR CONCRETE
CONT. SEALANT.
WOOD MOLD.
2' X V WOOD D 1CKINC� AS
RF-Q- ON ALL EXT. DOOR'S AND
WINDOWS
1/4' X 5' LONG TAR' CONS. �
12' O.C. FOR J,A,MD AND HEAD
NOA 0 02- 0x;,03 -01
WOOD SHIM
WOOD I= RAME.
WOOD TRIM
CONT. SEALANT
WOOD FURRING.
CO ER BEAtD.
5 /a" GYPSUM BOARD OVER
i' FURRiNG C:HANINEL WITH
INSULATION e ALL EXTERIOR �' WALL
WOOD 5UCK& D"ETAI
2 x a P T. WOOD JAMS
ATTACHED TO COLJOLOCK
w/ 1/2'k x S' LONG. STAGGERED
EXPAN51ON BOLTS 12' O.C.
AN1� k1l t -ML M . .
OVERHEAD G/
VINYL DOOR S
TIE COL. (T.C.)
STUCCO FINISH
COINCRETE ml + "ll
G1' FOR AI
SCAL.Es 3/4" -- i' -0'
E JAM DETAI
INTER--..10 R, PA
I" x 3' CEILING STRIPS
24' * 24' C.C.
1/2' DRYWALL CEILING
3 -%' 16 GAGE CEILING C144NNEL
W /5d NAILS * 24' O.C.
3 5 /S' MTL STUDS (25GA)
10 16' O.C. W/ 1/2' DRYWALL
150TH SIDES,
BASE (SEE PIN. SCHEDULE)
3 -14' 16 GA E FLOOR CW"EL
W 11' POdr-I' ACTIVATED
ANCHORS • 24' O.C.
FLOOR PINISH (SM FIN SCHEDULE)
TITION DE I AIL
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