05-562(3)-001NER,AL CONTRACTOR:
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VEiRIFYiNG ALL EXISTING
CONDITIONS AND FOR THE COORDINATION OF ALL TRADES WITHIN THE CONTRACT
DOCUMENTS. THE CONTRACT DOCUMENTS $WALL CONSIST OF ALL THE CONSTRUCTION
DRAWINGS AND THE SPECiFICATiONS, IF PROVIDED, INCLUDING ALL THE DRAWINGS OF
THE VARIOUS D180IPLiNE6 AND AS SUCH, ANY TRADE WHETHER ARCHITECTURAL,
STRUCTURAL, WVAC, OR ELECTRICAL SHALL BE VIEU90 IN CONJUNCTION WITH ALL
OTHERS, AND ANY DISCREPANCIES FOUND ON THE DRAWINGS, DIMENSIONAL O R
OTWERWISE, SHALL BE IMMEIDiATEL`1' BROUGHT TO THE ARCHITECT'$ ATTENTION. THE
GENERAL CONTRACTOR SHALL BE RESPONSIMI-15 FOR C:OORDINATIiJG THE WORK OF ALL
CONSTRUCTION TRADES.
FAILURE OF THE CONTRACTOR TO VERIFY JOB CONDITIONS PRIOR TO COMMENCEMENT
AND TO i'2EPORT iN WRITING TO THE A/E ANY DISCREPANCIES OR 1 =RRCRS ON THE
CONSTRUCTION DOCUMENTS SHALL NOT BE A JUSTIFICATION FOR EXTRAS TO THE
CONTRACT AMOUNT.
FILL AND BE COMPACTED TO SSlke OF THE MODIFIED PROCTOR DENSITY TEST
(ASTM 0- 1661). COMPACT4N LAYEiRS NOT TO EXCEED 12'. BACK FILL MATERIAL 'tO 1515
APPROVED $Y SOIL IENGINEER.
$LABS TO BE PLACED CONTINUOUSLY, HOWEVER, MUST BE SAW CUT SAMIE DAY
IT IS PLACED AND LIMITED TO 400 S. F., AND 20 FEET iN ANY DIWEC:TION. COORDINATE
WITH ARCHiTECTUtRAL PLANS FOR LOCATIONS OF THE SAW CUTS. SUMMIT LAYOUT Of+ ALL
SAW CUTS FOR APPROVAL. SAW CUT TO BE A MiNIMUM OF I INCH DEPTW AND 1/4 INCH
WIDTH, PROVIDE VAPOR BARRIER BELOW ALL SLABS ON FiLI- (i0 MIL). REFER TO
ARCHITECTURE FOR REQUIRED SOIL POISONING BENEATH ALL SLABS ON GRADE.
ALL ELECTRICAL CONDUITS TO BE RUN OVERR THE BOTTOM SLAB REINFORCING,
MASORY CONSTgUCTiON
MASONR`r CONSTRUCTION SHALL BE IN CONF05l`14NCE WiTH THE TOLERANCE$, QUALITY,
AND METHODS OF CONSTRUCTION AS SET FORTH IN THE PORTLAND CEMENT
ASSOCIATION CONCRETE MASONRY HANDBOOK, ANSI A 41.1, A 41.2 AND AWS STRUCTURAL.
WELDING CODE: REINFORCING STEEL (DIA).
THE MAXIMUM AREA OF WALL PANELS OF 6' THICK UNIt MASONRY, AS MEASURED
BETWEEN THE CONCRETE MEMBERS WWICH FRAME THE
PANEL SUCH AS THE BEAMS AND TIE COLUMNS, SHALL NOT EXCEEID 240 S. F. OR BE
CONSTRUCTOI Of' REINED MASONRY UNITS.
GcY',f'SUM WALL 80AEM: (ORYUJ _ LL)
GYPSUM WALLBOARD SHALL COMPLY WITH THE STANDARDS SPECIFIED FOR TWE APPLICATION
AND FIN16WING OF GYPSUM WALLBOARD, ANSI AS1.1, ASTM C36 AND ASTM G 415 AND SHALL
NOT 15E LESS THAN 1/2' iN TWICKNESS. STUDS SHALL BE SPACED NO MORE THAN 24' O.C.
FOR WOOD STUDS USE NO LESS THAN 2X4 NOMINAL THICKNESS FOR METAL STUDS USE
'C' SHAPED GALVANIZED METAL STUD WITH SELF - DRILLING:, SELF - TAPPING SHEET
METAL SCREWS DRIVEN BELOW THE SURFACE AND SPOTTED WITH FINISHING JOINT C MPOUNO
AT 8' ON CENTER AND THE SURFACE AND SPO'T'TED WiTH JOINT COMPOUND AT 8" ON CENTER
AND THE JOINTS UIERE SEALED WITH TAPE AND TWO GOATS OF DRYWALL COMPOUND.
Y#�SUM LATH:
GYPSUM LATH SHALL BE NAILED TO WOOD SUPPORTS, AT INTERVALS NOT TO EXCEED 5,
WITH 13- CsAs*E GALVANIZED OR 15LUED NAILS HAVING 19/64' DIAMETER FLAT WEADS. NAILS
SHALL BE NOT LESS THAN 1 -1/4' LONG FOR 1/2' LATH.
PLASTERING WITH GYPSUM, WARD WALL, LIME OR CEMENT PLASTER SHALL BE 3-COAT
WORK WHEN APPLIED OVER METAL AND WIRRE LATW AND SHALL NOT BE LEOS THAN 2 -COAT
WORK WWEN APPLIED OVER GYPSUM LATH OR GYPSUM BLOCK.
MEJAL oAN1 _WIRE t'tES
WIRE LATH FOR PLASTER APPLICATIONS SHALL BE NOT LESS THAN S /8' RIO METAL LATH
OF 3.4 L15S./SQ. YD. WITH SUPPORTS 0 24' O.C. MAXIMUM, ALL METAL LATH SHALL. BE
LAPPED 1' MINIMUM.
SUSPENDED AND FURRED_ PLASTER CEILiN66..-
MAIN RUNNERS FOR SUSPENDED PLASTER CEILINGS SWALL BE A MINIMUM OF 1 -1/2' -0.415
LB. PER FT, 0 4' -0' O.C. MAXIMUM WITH HANGERS 0 3' --0' O.C. MAXIMUM CROSS FURRING.
CHANNELS SHALL BE 3/4' a 24' O.C. MAXIMUM.
STWj ;; O ON-METAL-LATH.,
STUCCO SHALL BE APPLIED IN 3 -COAT FOR A THICKNESS OF 3/4' OVER GALVANIZED,
APPROVED METAL LATH, ON 15 LOS. ROOFINGS FELT, ON 3/4' PLYWOOD, ON WOOD OR
METAL STUDS ® 16' OTC.
ATTIC-St
ATTIC ACCESS SCUTTLE MUST Be A MIN, OF 4 S. F. IN AREA STANDARD SIZE SHALL BE 22'
X 36' OR APPROVED EQUAL
SOFFIT VENTILATION SHALL BE AT A RATE OF ONE S. F. OF VENT BY EVERY 150 S. F. OF
CEILING AREA.
TITION:
r STUDS iN INTERIOR NO14- 15EARING PARTITIONS WITH OPENING SHALL, BE OF NOT
LESS SIZE THAN 2' X 3; 0161 O. C. OR SHALL BE OF NOT LESS SIZE TWAN 2' X4- +�
24' O. C. INTERIOR NON - BEARING STUD PARTITIONS MAY WAVE A SINGLE TOP PLATE.
WEADERS OVER OPENINGS NOT EXCEEoING 4' -0' IN WIDTH MAY BE OF V NOMINA-
THIC:KNESS PLACED FLAT AND END- NAILED TWROUGH THE STUDS WITH NO SOLID
BEARING PROVIDED.
ONE HOUR FIRE RATED PARTITION SHALL 15E No. 25 GAUGE CHANNEL- SWAPED
STUDS OR 2' X 4' WOOD STUDS w 16' 0/0 WITH 1 FULL- LENGTH LAYER CV 5/8' GYPSUM
WALLBOARD APPLIED VERTICALLY EACH SIDE. FIRST LAYER ATTACHED WITH 1' LONG,
No. 6 DRYWALL SCREWS, S' O/C AROUND THE PERIMETER EDGES WHICH NEED TO BE
SUPPORTED AND 12' O/C ON ALL OTHER MEMBERS
FLOOR / CEILING OR ROOF / CEILING ASSEMOLIES SHALL BE i'X3' FURiRiNG 16' O /C,
I LAYER 5/8' GYPSUM BOARD INSTALLED WITW THE LONG DIMENSION PERPENDICULAR
TO THE FRMIING
WALLS FINISH ARROUND SHOWER COMPARTMENTS AND TUBS MUST BE IMPERVIOUS
MATERIAL (CERAMIC TILE) TO 10' WIGW,
CT
CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCI -I413E AT LEAST i FOOT
(305 MM) AWAY FROM THE STiRUCTUiRE SIDEWALL, WHETHER BY UNDERGIROUND PIPING,
TAIL EXTENSIONS, OR SPLASH BLOCKS.
GUTTERS W1TW DOWN SPOUTS ARE REQUIRED ON ALL BUILDINGS WITWEAVES OF LESS THAN
6 INCHES (152 MM) HORIZONTAL PROJECTION EXCEPT FOR GAOLS END RAKES OR ON A
o ROOF ABOVE ANOTHER ROOF, IRRIGATION /SPtRINKLER SYSTEMS AND RISERS FOR SPRAY
z WEADS SHALL NOT BE INSTALLED WITHIN 1 FOOT (30S MM) OF THE iSUILOING $10EWALL.
0
a�
1' x 3" P.T.
FIM STOF
Y DRY WALL
lyn 'X' STYE
NOTE TWI$ PAGE.
METAL STUD f 16' OTC.
PWADRICAM
WOOD TOM
2X4 NAILER
%' DRY WALL
BASE (SSE T=IN, SCNI ME)
FLOOR i U"R SET
IN C4JLfChJG ISM
FLOOR F NISW IEEE
FINISH WWEDUI.,I:)
C4NG SLAB (SEE
FOMDATION PLAN)
STUCCO FINISH
CONCRETE BLOCK
WALL OR CONCRETE
C 14T. SEALANT.
WOOD MOLD,
2' X 6' WOOD SUCKING AS
REC2. ON ALL EXT. COORS AND
WINDOWS
1 14' X 5' LONG TAP CONS, +�
12' OTC. FOR JAMB AND HEAD
NOA M 02- 0503 -01
WOOD SHIM
WOOD FRAME.
WOOD TRIM
CONT. SEALANT
WOOD FUi RINGS.
CORNER BEAD.
v/&' GYPSUM BOARD OVER
1' FURRING CWANNEL WITW
INSULATION a ALL EXTERIOR WALL
"r.RHO IO
2 x 6 P.T. WOOD JAMB
ATTACHED TO COL./BLOCK
w/ 1/214- x 8' LONG. STAGGERED
EXPANSION F30LT& a 12' O.C.
AND 6' FROM TOP i BOTTOM. -
OVERHEAD GARAGE
VINYL DOOR STOo
TIE COL. (T.Cd
STUCCO FINISH ON
CONCRETE 15LOCK
SCALEi 5/4' 111 1'"0'
INTERIC
6GALEi 3/4'�1'�0'
0
1' x 3' CEILING STRIPS
m24'024'O.C.
VV DRYWALL CEILING
3-%'16 GAGE CEILING CHANNEL
W164 NAILS 41 24' O.C.
3 $/8' MTL STUDS (250A)
O 16' O .C. W/ 1'2' DRYWALL
BOTH SIDES.
BASE (SEE FIN. SCHEDULE)
3 - %' 16 GAGE FLOOR CHANNEL
W/I' BOWER ACTT VATEP
ANC'WORS m 24' O.C.
FLOOR FINISH (SEE FIN SCHEDULE)
1- 11.10_1
- -- m -q -
f=L00R. E-LAN,
SCALE 1 /41.I' -V
N
to
',......1,,,'1
I
SCALEi 5/4' 111 1'"0'
INTERIC
6GALEi 3/4'�1'�0'
0
1' x 3' CEILING STRIPS
m24'024'O.C.
VV DRYWALL CEILING
3-%'16 GAGE CEILING CHANNEL
W164 NAILS 41 24' O.C.
3 $/8' MTL STUDS (250A)
O 16' O .C. W/ 1'2' DRYWALL
BOTH SIDES.
BASE (SEE FIN. SCHEDULE)
3 - %' 16 GAGE FLOOR CHANNEL
W/I' BOWER ACTT VATEP
ANC'WORS m 24' O.C.
FLOOR FINISH (SEE FIN SCHEDULE)
1- 11.10_1
- -- m -q -
f=L00R. E-LAN,
SCALE 1 /41.I' -V
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