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GENERAL
I. ME GENERAL CONTRACTOR SHALL YERIM N1 DIMENSIONS AMID
CONDIRONS AT THE JOB SIZE, AND S1ULL BE RESPONSIBLE FOR
CONDIDONS OF ALL WORK AMID WLMONS INCLUDING THOSE
NRMSHED R SUB-CONTR C1UR5. STRUCRWLL ENGINEER OF
RECORD SHALL BE NOW ED IMMEDIATELY OF ART )SCREPINCTO
2. ALL MATERIALS AND WORKMANSHIP SMALL BE PERFORMED IN
OCCOMANCE NTH M19 CNTNRMA DOMAINS CODE
]. NL DIMENSIONS STALL TAKE PRECEDENCE OVER SCALE SHOWN
ON MANS, SECTIONS N!D DETAILS.
4, MOMS ADD DUMB ON THE IDMWINGS SHAM TAKE PRECEDENCE
ONER GENERAL MOM MD TYPICAL DETAILS.
5. WHERE RD DUMB SHOO OR NOTED ON THE ORANHGS, THE
DETAILS SHALL BE TIE WE AS FOR OTHER SIMILAR Not
6. OPENINGS, PON ETS, NUMB. ETC., E. NOT BE PLACED IN
SHARE. SEARS. WAILS, COLUMNS AMID MONKS UNLESS
SPECIRGLLT OETNIID ON TIE SIRUCTLIM DRAWINGS.
]. CONSTRUCTION MATERIALS SMALL BE SPfffM CUT IF PLACED ON
FRAMED MOORS OR ROOF. LOOK SHALL NOT EXCEED DESIGN
-NE LEADS FOR EACH PARMUL R LEVEL. PROVIDE ADEQUATE
SHORING AMID OYDING IF LOAD EXCEED DESIGN UVE LOAD OR
WHERE STRUCTURE WS NOT AMAMI DESIGN STRENGTH,
D. THIS SET OF DRAWINGS REPRESENT THE FINISHED SRNCNRE.
MEIHOO OF CONSIRUCTON NOT NECESSARY INDICATED. THE
COMMCTOR SHALL PRDADE ALL MEASURES NECESSARY TO
PROTECT TIE STRUCTURE. WORKERS AND OTHER PERSONS
WRING CONSTRUCTION. SUCH MEASURES SHNL INCLUDE BUT
NOT BE NOTED TO SPACING. SHORING, SCAFFOLDING, ETC.
FLOOR FRAMING NOTES:
❑1 SEE GENERAL NOTES & S.W. SCHEDULE FOR MORE
INFORMAMM
OFOLLOWING DESIGN LOADS SHALL BE USED FOR DESIGN OF
FLOOR FRAUING MEMBERS:
DEAD rJOI 12 PEF (20 ESE O En. DECK)
LIME LOAD- 40 PST (60 PST O E%T DECK)
OFLOOR SHEATHING SHALL BE 19/32" MIN, T&Q APA RATED
STRUCTURAL I MARKED PSI-95 WfM SPAN PATNG OF 32/16
PANELS SHALL BE APPLIED WITH LONG DIMENSION
PERPENOICULAM TO I JOIST. SMOKING IS NOT REDURED
AT EDGES OF SHEATHINGS U.N.O. NAILING SHALL BE AS FOLLOW
UNLESS NOTED OTHERWISE ON PUN:
TOE COMMON MINES O 6° O.C. FOR EDGE NVLINGS
10d COMMON NAILS O 6` O.C. FOR BOUNDARY NNUNGS
lOd COMMON NAMESO 0' O.C. FOR HELD NAILING
❑A SHEAR WARES SHOWN h REFERFNCER ON PLANS MAY BE
MPUED AT EITHER SIDE OF ME WALL
5❑ USE 2-2% POST MIN. FOR ALL HOLOOWN CONNECTORS
U.N.D.
6 WUB1E TOP PLATES BHML BE NAILED WITH 12-i6d MIN,
O EACH S1DE OF SPLICE U.N.O. MINIMUM OF 4'-0' IM
REWIRED AT ALL TOP PLATE SPLICES.
❑] DECK FLOOR SHEATHING SHALL BE COX
1. BNO
2 Pon or Mull. Stud.
0. v Stude
4, Blmpean MSTI 36
or BTe22a•
5, HUMI Bee.
!� B. 19116E E/S
GONDITKN
® I (E) HEADER J
HEADER
HEALER
FLOOR
2nd Floor Framing Plan:
1/4"=1ft
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u61431
PROJECT
NUMBER
DRAWN
BY
CLIMCKEE
BY
SA
SCALE
AFNo1M
SBI
�o am
SHEET?
E%IEITINO
LOW
ROOF
6
2ND
FLDIOR
FRAMIND
SHEET NU ER
S2.0
OF SMOVES
SB 407 COMPLIANCE
EFFEOTNE JUL 1. 2014, SB 4W REQUIRED REPLACEMENTOF ALL
NONCOMPLIANT PLUMBING FIXTURES IN PROPERTIES BUILT ON OR BEFORE
JAN 1, WIN WITH WATER -CONSERVING PLUMBING FIXTURES.
1. WATER CLOSETS SHALL NOT EXCEED IM GALLONS PER FLUSH.
2. WITNERHE40S SHALL HAVE A MAXIMUM FLOW RATE OF I A GALLONS
PER MINUTE AT W PSI.
3. ALL FAUCETS SHALL NOT EXCEED 12 GALLONS PER MINUTE AT 60 PSI,
EXCEPTION KITCHEN FAUCETS SHALL NOT EXCEED I A GALLONS PER
MINUTE AT ED Pal.
A COMPLETED AFFIDAVIT MAY BE PROVIDED TO THE BUILDING INSPECTOR AT
OR BEFORE FINAL IN LIEU OF INSPECTIONS OF THERE FIXTURES.
Uf SIC e NMf d/
RaRer olmof
HDraontal
sofnt
Exterlor
Wali
cladding
5DIfit
forming
C ENCLOSEDEAVE DETAIL
A3 SCA E: ..5.
ROOF SPECIFICATION
SLOPED ROOF SPECIFICATIONS t(...E�E
PRODUCTNAME CLASSIC RIB_q�e``
MANUFACTURER: METALS S$�NMd{ UFACTURING
CO N
TYPE: oyd55 OOF
COOFASSEM ;M` CLAGGA
COLOR: ls� BLACK
PLEASE REVIEW MANUFACTURER SH EET
A
—1�___—_ Iq________ A5_____-I
I
(N) LOGGIA
227 Eq n
(E)FAMILY
2B5 eq n
I"..
(E) DINING
322 4n
❑F ('.7
EI
(E) WING
918 aq n
I
qUUNDRY
(E) eATx a
O O
_______________________ L1
I I
(E) GFMROOM d
I I 1104.111
I I
I I
(E) 3LGAR GARAGE
M .q n
n 10.a
I I 111 I I
I II I —I—
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16
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16
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i IUI 0 ® LWJI I LIBIrV7
—______________ '°---------------- PROPOSED 1st FLOOR PLAN
SCALE: 1/4" = 1'-0"
I I I"®rm I
PROPOSED 2nd FLOOR PLAN
SCALE: 1/4" = 1'-0"
WALLLEGEND
O EXISTING 3X WALLS TO REMAIN
L--_—_T EXISTING PX MLLE TO BE REMOVED
® 2XWD.STUDS IS16'O.C.NTEROR JIDE: 112- THIN. GYP. 80. FINISH.
BATE- PROVIDE MOISTURE RESISTANT -TYPE I A' THK. GYP. BD.
ON E%iER Ofl �DTE.,I- PROVIDE EXTERIOR
PLASTER FINISH MIN]9' THICKNESS O`fEE 2 LAYERS CRAIM
BUILDING PAPER IFELD OVER PLYWOOD SHEATHING.
I HR. FIRE RATED WALL: 2X4 WD. STUDS ® HE O.C. WITH NB'TYPE 'X
GYP. 50. FINISH ON BOTH SIDES, USTEjIDE. PROVIDE ME GYP. OD.
MOISTURE RESISTANT TYPE, 2X6 W0, STUDS ON PLUMBING WALL SIDE.
GUARD RMVSOLID LOW WALL: MIN. HT. 4T. SEE PLAN FOR TYPE.
® 2X INFILLWO.STUDS®1b' O.C. SAME FINISHAS
UTILITY LEGEND
O SMOKE DETECTOR (HARDWIRED WI BATTERY BACKUP)
® CARBON MONOXIDF26MOKE DETECTOR COMBO IHAROWIREO WI
BATTERY BACKUP)
O HVAL
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02 WHADAINOgY
O2 OS 6MERA4HIIG
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A WIND OW FLASHING
A-3 SCALE: NT.
DR.
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j EDREBB RED
MIN CLRWIOTH: 2P
MIN CLRHEIGHT: D.1
MA%SILL.OTAL: M 9.F.
' MIN SILL: 21
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