HomeMy WebLinkAbout1305.98.1GENERAL FRAMING NOTES
TTF{ FOL_�ON/�NG NOTES ARE SIKi��E�"ED M�NMUM REQUREMENiS Oh1.Y
� TC� A VARIANCE OF CODES P�R KECi�ON. PLEASE REFER ArD CONPLY
WITH ALL YOUR LOCAL CODES C�1Sl�T WITH LOCAL ENC-�t�E-Ek'S F=OR ALL
STRUCTIRAL REQtAREN�NTS
1 PROVI�E FU�LWS Ai MD t-E�GHT .�F Al-t_ W%�l LS
z ALL JOiSTS AND RAf=TERS S�1A�� BE A�tGrF=D OVER STUDS BILOW
3 ALL F£ADERS SHALL BE 2 2x1Gs WITN V2 PLYWOOL FLITC:H
PL ATE U� ESS OT1£R1MSE NOTED
4, FRMiER TO iNSTALL LOUBLE f-LOOR JO�STS U�tiER PARTITICNJ WALL
PARALLEL TO JOiST pRECTiOrl
5. PROVIDE Ix4 CROSS BRIDC�NG A1 NtlD PO�NT OF SPAN OR 8' O'"
O.0 MAXI� W ALL FLOORS
b. ALL EXTN2IC}R COR��ERS tINSIDE A�D UU�SIDE C���� �%� � gE
BRACED WITH 1/2" CDX PL�'WOOD NAIL�NG SCHEDU�E SHALL BE 8d
COPifv10NS AT 6" OC. AT AL� FDC3ES AND 8d CO�v1MONS AT 12" OC.
AT ALL INTERtvEDIATE STUDS (OPTK�N - APPROVED D�AGOfVAL
CORPER BRACES BOTN D1REC?IONS AT ALL COR�RS)
7 ALL COLtM�S OR SOLlD FRAMIN6 9-1ALL EXTEI�D DOWN Tf{� ALL
LEVEiS At� TERIvMNATE AT TfE BASEIvC-NT ROOR MD BE StPPORTED
BY A THCKEI�FD SLAB, GRADE 6E%tvi. OR FOOTING DESIGrED TO CARRY
LOAD.
8. PROViDE DOUB�E 2x8 STRONGBACK AT MD SPAN FOR CEILING JOISTS
WITH SPAN GREATER TNAN 10 -0'
9 PROVIDE COLLAR TIES AT UPPER I/3 OF VER7ICAL DISTANCE BETN�R�
RIDGE BOARD AND CEILING .1C�SiS AT 4'-O" OC MAxIMJM
1p HP. VALLEY RAFTERS. AND R!DGE BOARDS SHALL BE ONE :'x' SIZE
L ARGER THAN RAF T ERS
11 ROOF DECKING SHAL� BE 1/2 CDX PLYWO00 M9Ntvll�vt
12 WF�RE PRE ENGIrEfRED FL OOR Af�D ROOF TRUSSES ARE USf D, TRUSS
MAMFACTLRER MUST PROVIDE SF�OP DRAWINGS WNCH BEAk $�AL OF
REG�STERED ENGIf�EER IN STATE IN WHCH WORK IS TO BE PFRFORtv�.
13. ALL CEIUNG JOISTS AN� RAFTER BRACIN6 TO BEAR ON LC�Ap BEARING
WALLS DES�G�`ED TO CARRY LO� THRU ALL LEVELS AfJD TERMNATE AT
BASEtv£NT ROOR AhD BE SIAPORTED BY THICKE�D SLAB GRADE BEAM
� Fp�TINC'� DES�GNED TO CARRV LOAD
14. ALL BASEfvENT WALLS, BEAMS. AhD COLUMNS TO BE DES�C,t�ED BY LOCAL
;TRUCiURAL ENGIt�ER ArD MEET AL'� L OCAL CODES
15 ALL SOL�D FRA1vANG. CC?LWNS, BEAMS, ETC. TO BE DESIC',�p BY
LOC%�L STRUCTU2AL ENCi�t�EK P.^D MEFT A�L LOCAL CCx�ES
16 AL� FRAMED WALL �ME-NStON� AR� BASED ON 2 x 4 STI�S Ur1ESS
OTIfRW!SE NOTED
GENERAL NOTES
l,o,�� yd�RK SHAL� BE PEP.�ORMFD iti ACCORD%�NCE W�TH A;.l APPLICABLE
NATIONAL, STATE, At�D LOCAI CODES, REGI.LA?I�1S, AND F11A/VA NPS
2 CONTRACTOR SF+ALL VEi��FY ALL COn�TIONS ArD D�MEN90N5 AT S�TE
BEFORE BEG�t�NG CONSTRUCiIOt�l ANY DISCREPANCIES SFiALL BE
REpORTED TO FRANK BETZ ASSOCIATES, �NC FOR IUSTIFICATI�1
AND/OR CORRECTION BEFORE PROCEEDtNG WITH WORK CONTRACTORS
SFIALL ASSllv1E RESPON578�LITY FOR ERRORS THAT ARE NOT REppRTE-0
3 ALL D�NENS�ONS SEiOl1�D BE READ OR CALCULATED Al� rEVER SCALED
4, AL'L FOOTINGS 70 BE BELOW FROST LIf�E fSEE LOCAL CODE) MD MUST
REST ON INDiSTlX2BED SOIL CAPAP,LE OF F�ANDL�NG THE BI�LDNVG
CONSILT LOCAL ENGINEER FOR PROPER FOOTING Af�D REIl�FORCING SIZES.
S CONTRACTOR SHALL INSIRE CJ�vPATIBILITY OF TF� BIALDiN6 WITH ALL
SiTE REQURE�vENTS.
6 IF BACKFI�L EXCEEDS 4' AGAINST ANY FOt�DATION WALL, RBNFORCE
AS PER COOE.
7. ALL FOUNDATION MD STRUCTIIRAL ME MBERS SFIOULD BE VERIF�D MD
STA�vPED BY AN ENG��`EER IN THE STATE WIE-RE CONSTRUCTION IS
OCCURIrIG pUE TO A WIDE VARIANCE IN LOCAL CODES, S01L BEARING
CONDITIONS, FROST LINE DEPTH, GEOLOC-�CAL APD �NEATV-�R CONDITIONS.
ETC THE CONTRACTOR IS RESPONSIBLE FOR AD.IUSTING ,MIC� VERIFYING
ALL STRUCTLRA� DETAILS AND CONqTI�NS TO NEET ALL LOCAL COOES
AND � O I� A QUALITY A�S� SAFE STRUCTURE
8 ALL WOOD, CONCRETE. /� STEEL STRUCTURA� NErvBERS Sr�ALL BE OF A
GpOD GRp,pE q�•p QUALITY AN[` �vEE� ALL NATIJNAL, STAiE. At�O LOCAL
g;���rvG CODES wFERE APP�iCABi E
9 ALL C�UrvtvS OR SOLID FRAtvNNG S�iOUL� BE DES�6rED TC� CARRY LOADS
AND SHOULD EXTEM� DOWN T�U ''E �EVELS BE�OW ArD IERMNATE AT
TI-E BA5EMENT FLOOR OR <+T OTr�R BEARiNG POiN?S DES�C,nED TO CARRY
T�-E LOAD
FRANK BETZ ASSOCIATES, INC. ASSUMES NO LIABILITY
FOR ANY CHANGES OR MODIFICATIONS MADE TO TF�SE
PLANS BY OTHERS.
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Wl'TH LlGHT FiXTi.RE fTYP./
REVISIONS DATE BY
ThiS drewin9 iS not to be �2p�oCu�ed
or used to controc! ar.y bu�ld�ng
without the written author�zat;on o�
Fronk Betz Associotes, Inc.
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DATE: t2 i .30 / �6
SHEET:
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