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F o S LIABILITY
FOR CMANGS ASSOCIATES. �CATHON MADE TO ESE 1/4 11 011
PLANS BY OTHERS
SQUARE FOOTAGE
CEPEM NOTES
6Et1ERAL FRANaNG NOTES
S.F
S.F.
TOTAL 2361
OPT. BONUS /BDRM.4 168
1 ALL WORK A11 RE PCB N ACCORDANCE NAM ALL APPLICABLE
T i r- FCLLOWNG NOTES ARE SU ISCIESTED wRi"" *"S �Y'
OF CCCES PER REGION. PLEASE iifER AND CCf- LY
I
p1UT10tW.. STATE AND LOCAL CODES REGl1.AilONS. At�O RAA%VA I./;'S
T
Z COMRACTOR **ALL VEIFY ALL CCt)•OITKX4 AND OR.Etr90M AT SITE
JAC- 10 A VAAA)�
VAT)I ALI_ YGUt LOCl/_ CODES COr19L7 WITH LOCAL CNIGR�S FOR ALL
V:FOM BEE -&aH CCHPU C"T10N ANY CISCWPM LIES 94ALL BE
REPORTED TO FRAM: OM ASSOCIATES. W– FOR .IETIFtCAT10N
Sicv T1RAl. I£ uJ,CiliS
CORRKTION WITH WORK CONTRACTORS
I PR0v C- PUILIG AT MD jCiGM OF ALL WALLS
MO RAFTERS SHALL BE ALCC*ED OVER 51106 BELOW.
DOLL SIBLITY OR ERRORS REPORTED,
RE READ OR CALCULALO AL NtVER SCD
AL LL ASSiI.�C R SKXLIOIDE I FOR ERRORS THAT ARE N07 EYER S A
ALL DI 6 910E
N.L Y]ISTS
ALI_ ►IJDCRS 94ALL BE 2-2rK% WIM V2" PLYWOOD FLACH
"4
�, ALL FOOTNGS TO BE BELOW FROST LNE ISCf LOCAL CODER AND MGT
4 B
rl ATI= UL.ESS OT)CRWLSE NOTEQ
f "G/J.LR TO MTALL DOUILE FLOOR JOr57b UpER 1AR11710N WALL
REST ON U�CISTURBC� SOIL CAPABLE OF HAAQNG TFE BULGING'
COrs1T LOCAL. ENGiCER FOR PROPER F001NG MD REarFORC1rIG 9ZES
>
PAC*v ►.Q. TO JCAST DREC1104
1.4 CR065 BPoDGMIG AT MD PONT OF SPAN OR O'-O"
S COHIRAC70R qW.L HARE CONVAT61.37Y OF ThK Bt1L.DIHG WITH ALL
STE RLaM01049
S roa)/IG:
c_IC, mAX0AIA N ALL FLOORS
COWERS NOW AND 0UlTSIDE CH3XL 191ALL BE
t1 F BACJ -LL EXCEEDS d' AGA MbT ANY FOU,OATION WALL. F0f0RCE
AS PER COLE
G N L ()nt.WOR
BRACV) VMH V7' CDX PLYWOCQ HALNG 6C1CDIaE SHALL BE bd
O.C. AT ALL EDGES APO 6d CO" AO A7 l7' QC
7. ALL FOLMATION Ar0 STRUCTURAL ►.T-1„BERS SHOILO BE VERIFIED AND
STAMPED BY AN ENGtCER IN TIE STAIR WIEW- CODGTWCTION IS
CC+•fACJ� AT 6"
AT N L trILF14C:DATE STUDS IOPTION - APPROVED DIAGONAL
OCCl1ING GUi TO A WIDE VARIANCE N LOCAL CODES. SOIL DEAANG
(:C,14CR tRACES BOTH C"- CTiOn6 AT ALL COW EM
OR SOLD FRAAANG SHALL EXT" DOWN TIM ALL
CCNDITIOPIS, F1061 LNE OCPT/I GE LOGOCAL AND WLATMR C01.OITICNS.
ETG M CCMRACTOR 6 RESPOrGbLE FOR ADJJSTNG MU VER)FYYJG
7. N.L C 1_U.iG
I LVLI_ S " TE►J•AHATE AT T1E BA.SD• C10 FLOOR AND 1
B r A 1) jCyoC:D SLAB. GaiADC BEAM OR FOOTIfIG DLS CP>Efl 10 CAMY
ALL STWC7TRAL OCTALS MO CO CIT10NS TO &C-0 ALL LOCAL. CODES
AIO TO N9FE A QUALITY A/•O SAFE STRIMURE
I OAD
vw)'/Vk DOMLE 2d STRONGBACK AT MD SPAN FOR CEILING JOISTS
B. ALL WOOD. CONCw7E. MO STCt0_ STRUCTURAL IvE�mBERS SHALL !E OF A
GOOD GRADE AND QUALITY AFO NIECT ALL NATIONAL. STATE: N ,1D LOCAL
f,
V.i t)1 �rAt, F.IUIER T1AAl1 IOr-O''. IANCC• BE1WL1
TIES AT UPPER VJ OF VERT)cJ ONS
BUIORIG CODES WIERE M'PLICABLE.
ALL COL"4S OR SOLD FRAMVNCi S1tOLL D BE DE9C�tGD TO CARRY WADS
1 ►��� ^, is CCI.LAR
Ri�r,bI) /�() CL'LNG JCXSIS AT A'�' O.G wAmK" A
vA: LI r t:ArWkS. MD WDC� BOM1! JUALL BE Clt 2!' SZE
9.
ANp 9tO110 E)C1C3•D DOWN T1M) lit• LEAI -S BELOW Aro Tr-.R).�111A1E AT
TI(: BAga.,t7NT FLOOR OR AT Ol)CR BEARVP PO1N15 DL•5►GrCD 70 CARRY
u•,
1 r.1r�w b" kA► =ILLS
■,;rY" ('(C}113 9MLL K V7' CDX PLYWOOD MNA"t►.d
-o FLOOR " ROOF 7R�GS1:S ARE UWIX TRIM
T1L LOAQ
:.11.kv r►t_ Lfr•xcoc-
v r 11=ACTifSR )A&.1 PR0IIDE SLOP DRAWMIGS WHQI BEAR SEAL OF-
Q,G,FCfR INSTATE N WrICH WORK 6 10 BE PERFOra.EO
— -- – - - - - - --
►:.._.,tFRID
L, /J 1. CI it Mr3 XASTS APD RAFTER BRACJ�G 10 DEAR ON LOAD BEAJItK�
;;CN -O 10 CARRY LOAD TMV ALL LEVELS AND 7r-* -4 KATE AT
/ 9 ice? // %
FLOOR AtD BE S.PPCXrlFO BY T11CKD1fl S_AD GIA -- BEAM
i
i k F� ntlr� DE9G4CD TO C-AWY LOAD
WALLS BEAMS. AK) COLI{S TO BE CCSiG►CO BY LOCAL
'1 P�'7 "�•LNT M
1 11
�t 1
ti I4v t1 cN_ I NGMf_CR AW MCET ALL LOCAL CODES
'_CAA) COLU.4CL BEMIS ETC, 70 BE DES*t4m BY
I•:.1 FRA/..ArG.
IAJV SIMJC;TI,FAL IJ CER A14D "IT ALL LOCAL CODES
- �
--
1 : t VA1:1FD WALL r#vC- N%OM ARE BASED ON 2 x 4 STUDS UNLESS
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711 - I r1vM-1
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CV,L"v - , Pro \jL(b
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�2'
F o S LIABILITY
FOR CMANGS ASSOCIATES. �CATHON MADE TO ESE 1/4 11 011
PLANS BY OTHERS
SQUARE FOOTAGE
U
2
FIRST FLOOR 1294
SECOND FLOOR 1067
S.F
S.F.
TOTAL 2361
OPT. BONUS /BDRM.4 168
S.f.
S.F
TOTAL 2529
S.F
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