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GENERAL FRAMNG NOTES
DE FOLLOWNG NOTES Ale aIGGES7M MNIr4AA EpURD.101iS ONLY.
DIG TO A VAMAJCE OF CODES PER RE {-KX PLEASE RER NO C01ftY
V,AM ALL YOUR LOCAL CODS C014S LT 11TH LOCAL &C- &C{•RS FOR ALL
SlMJCTURM. RECIJRCF"TS
1 PROVIDE FULM AT &V HHG14T OF. ALL WALL&
2 ALL JOISTS APO RAFTERS SWILL BE ALIGPED OVER 67UM BELOW.
J ALL I EATERS 94ALL BE 2- 2r10's WITH V7' PLYWOOD FLITCH
PLATT: IJ41SS OTW -JVASE NOTM
4, FRA„LR TO MULL DOUBLE FLOOR JOISTS UIDER PARTITION WALL
PARAI LLL 10 JOIST 0RLS7ICt1
S PROMO(: 1.4 CROSS BTSDGIRG AT MD P0947 CF &PAN OR C.-O.'
C1C mAk➢.A -M-N ALL FLOORS
d ALL FXIEIJOR COR4ER6 649M APO OUTSIDE CC*eM SHALL BE
BRACED V.TTH 1/7' CDX PLYWOOQ NAILING SCI LE 94ALL BE Bd
CCt. -lOrNS AT 6- O.C. AT ALL E-D GES APO 6d CO"AONS AT t!' OC
AT ALL 14TLkN4EDMTE STtlX IOPTXJN - APPROVED DIAGONAL
CCA24 -R BRACES BOTH [IRCCIIOtA AT ALL COWERSI
7. All COLU41S OR SOLID FRAMJG .94ALL EXTEND DOWN DWI ALL
LEVU S APO TMANATE AT DE BASOvOn FLOOR NO BE St"ORTED
BY A 1110114 -D SLAB. GRACE BEAM OR FOOTNG DESIGNED 70 CARRY
1 OAt.
b PROVIDE- DOMLE 258 97RONGBACK AT MID SPAR FOR COLNG JOISTS
WT11 SPAt/ GREMER DIAN KY-O".
9. PROVICE CCI.LAR TES AT UPPER VJ OF VERTICAL DISTANCE BETWEEN
WRK:A: BOAS ME) CM94G JOISTS AT 4'-O'' OC NN.X1AIA
RQ 1W. VN.LEY RATTERS. AND RIDGE BOARDS 94ALL BE Ott "2." SIZE
L ARGLR 11 TAN RAFIC-RL
R RC)CY DCUTt* 94ALL BE V7' CDX PLYWOOD 1A-* "A
U WI I.W. PRE B+G#AX ED FLOOR APO ROOF TRUSSES ARE USER T&M
MAtNFACTtFERR ►-"T PROVIDE STROP DRAWNGS W404 BEAR SEAL OF
RECa571:RJ D D+C-A CER N STATE N WH04 V 060 IS TO BE PEFFOR AED.
Ll Alt, CIA ar JCaSTS ANO RAFTER BRACING TO BEAR ON LOAD BEAMG
WN t -S f>l:!kAcD TO CARRY LOAD T/id! ALL LEVELS A14D TED—"M AT
GENERAL NOTES
t ALL WOMC SWILL SE FEW00-W N ACCORDANCE WITH ALL APPLICABLE
INATIONAL, STATE, MO LOCAL CODES, REGiLA710M AND FK&;NA kV&
2 CONTRACTOR SULL VERY ALL CONDITIONS AND DR„C-NSICM AT 517E
BEFORE SEG*lK,' CONSTRI)CTSOM AW FANCIES 9-4ALL BE
REPORTED TO FRAM: BM ASSOCIATES NC FOR IJSTIFICATICH
NO /OR CORRECTION BEFORE PROCEEM MATH WOW, CONTRACTORS
STALL AS91wG RESPOR LITY FOR ERRORS THAT ARE NOT REPORTED
J ALL DW-04904 SIOULD BE READ OR CALOILATED APO NEVER SCALD
4 ALL F007W.76 TO Be BELOW FROST LNE ISEE LOCAL CODE) NO MUST
REST ON U"TMM SOIL CAPABLE OF HA X14G THE BULDNG
CONSULT LOCAL 94G643EN FOR PROPER FOOTNG AND RENW -CRONG SIZES
S CONTRACTOR RIALL M)M CON.VATIBLITY OF TIC BULDINIG WITH ALL
SITE SL- 69CjAE NTS
6, F BAOKRLL EXCEEDS 4' AGAMT ANY FC"AT10N WALL. 1$fORCE
AS PER CODE
7. ALL FOMDATICN AND STRUCTURAL "XeERS %xxLD BE VERAE-D M,O
STA&v BY AN OC-&CER N DE STATE MA:4C -- CONGTRU C--4C IN 1S
OCCLMG DLL- TO A WOE VARIANCE N LOCAL CODES. SOIL BEAM
CCNDI7CM FROST LM DEPTIT GEOLOGIC -L AND WEATHER MtOIPCp
ETC nlE CCMRAC70R IS RESPONSIBLE FOR ADIISTNG MO VERF!%
ALL STQNCDRAL MAILS APO CON CIT10N5 TO R,E --ET ALL LOCK. CODES
APO TO #ME A CMALITY AO SAFE: STRUCTURE
4 ALL WOOD. CONCRETE. APO STEEL STRUCTuL& I,C4.49ERS SWLL BE OF A.
GOOD GRADE APO CUALITY APO k4XT ALL RNATICNAL. STATE, AND LOCH.
BUL0146 CODES WICRE APPLICABLE.
9. ALL COUM45 OR SOLD FRAkANG 9ROULD BC Or9GNCD 10 CARRY L6ADS
AND SlKXLD EXTEND DOWN TIM TIE LEV13.S BELOW AND TERMPIATE AT
11[ BA49 -GHT FLOOR OR AT OVER BEA p PCvVS pG9GP4M TO CARRY
Di: LOAQ
0k%-),.1.NT FLOOR NO BE SUPPORTED BY 111G1MNED SLAB GRADE BEAM �� � 9 �i? � - -- -- / %
OR FCA0 T 11G M.%GtLD 70 CARRY LOAD J ' Z
t4 Al i. Btiq-t.Lt4T WALLS. BEAJ lS. MD COl UM4S TO BE DESIGPCD BY LOCK
ST _-RvN. 1 ?kANCER M4D "-r—T ALL LOCAL CODES
15 Al. I. SCJU.ID FRAIAW:,. COLtMM BEAMS FTC. 70 BE DSI&M BY
LCK-N- SIMA:TURAL E NGMER MAD NC,ET ALL LOCAL CODES
16 . At U. FkAPAFD WALL MENSION3 ARE BASED ON 2 x 4 STtOS tMESS
�.t!ikYr!u tli�fED.
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31 q y;4►
SQUARE FOOTAGE
FIRST FLOOR 1294
SECOND FLOOR 1067
S.F.
S.F.
TOTAL 2361
OPT. BONUS /BDRM.4 168
Q
TOTAL 2529
SF
N
0
0
O
N
't I
31 q y;4►
SQUARE FOOTAGE
FIRST FLOOR 1294
SECOND FLOOR 1067
S.F.
S.F.
TOTAL 2361
OPT. BONUS /BDRM.4 168
S.F.
SF
TOTAL 2529
SF
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