HomeMy WebLinkAbout0659.97.3GENERAL FRAMING NOTES
THE F-CLLOWWC NOTES ARE SUGGESTED n """ REC)UREnENTS ONLY.
DIE TO A VARIANCE OF CODES PER REGION. PLEASE REFER AND COMPLY
WITH ALL YOUR LOCAL CODES CONSULT WITH LOCAL ENGt4EERS FOR ALL
STRIJf_TIJRAL REOIREivE:W&
I FROVUE- PLRLNS AT MID HEIGHT OF ALL WALLS
2 ALL "STS AND RAFTERS SHALL BE ALIGNED OVER STUDS BELOW.
'. ALL HEADERS SHALL BE 2 -200's WITH V7' PLYWOOD FLITCH
FLATE UNLESS OTHERWISE NOTED.
4, FRAN.ER TO INSTALL DOUBLE FLOOR JOISTS LMER PARTITION WALL
FARALLEL TO JOIST DIRECTION.
5 FRC VIDE b,4 CROSS BRIDGNG AT MID POINT OF SPAN) OR 6'-0,,
(, (- %tAXII A M IN ALL FLOORS.
t.. ALL EXTERNIR CORNERS INSIDE AND OUTSIDE CORNERSI SHALL BE
BRAC�C KITH V7" CDX PLYWOOD. NAILING SCI-EDUA_E SHALL BE Bd
C( +.Y.xx4', AT 6" O.C. AT ALL EDGES AND 8d C".,T,"JS AT pZ' O.C.
AT AI L INTERMEDIATE STLOS (OPTION - APPROVED DIAC�C)NAL
CCIRr4_R BRACES BOTH DIRECTIONS AT ALL CORNERSL
7. ALL CC)L' -JP JS OR SOLID FRAMING SHALL EXTEND DOWN THRU ALL
LEVELS AND TERMINATE AT THE BASEMENT FLOOR ANC? BE SUPPORTED
BY A Tll(_XEH D SLAB, GRADE BEAM, OR FOOTING DE9GNED TO CARRY
LOAD.
Q PROVIDE DOUBLE 2x6 STRONGBACK AT MID SPAN FOR CEILING JOISTS
W TH SPAN GREATER THAN ID" -O
9. FRC VICE COLLAR TIES AT UPPER V3 OF VERTICAL DISTANCE BETWEEN
RIL-lC,E BOARD AND CEILING JOISTS AT 4'-0" O.G MAXII'AlA
IQ I IF, VALLEY RAFTERS. AND RIDGE BOARDS SHALL BE Or lE '2x" SI Z E
LARGER THAN RAFTERS
R R(( OF DECKING 9-IALL BE V7' CDX PLYWOOD MWMM
t2 1M£RF PRE ENCANEERED FLOOR AND ROOF TRUSSES ARE USED, TRUSS
MAt)FACTIRER i,,"T PROVIDE SHOP DRAWINGS WHICH BEAR SEAL- OF
RE(-il,TERED ENGINEER N STATE IN WHICH WORK IS TO BE PERF<-QF�IED
U ALL CEILNG JOISTS AND RAFTER BRAONC TO BEAR ON LOAD BEARING
WALLS DESIGNED TO CARRY LOAD THRIJ ALL LEVELS AND TERMINATE AT GENERAL NOTES
BASEMENT FLOOR AND BE SJPPORTED BY THICKENED SLAB GRADE BEAM
OR FOOTING DESIGNED TO CARRY LOAD.
14. ALL BASEMENT WALLS. BEAMIi. AND COLMAW TO BE DESIGNED BY LOCAL l ALL WORK SHALL BE PERFORMED N ACCORDANCE WITH ALL APPLICABLE
STRUCTURAL ENGINEER AND MEET ALL LOCAL CODES NATIONAL, STATE, AND LOCAL CODES RE-GILATIONS, AND FHA/VA MPS
15 ALL SOLID FRAMING, COL"4S, BEAMS. ETC.. TO BE DESIGNED BY 2 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND Df E{SIOVS AT SITE
LOCAL STRUCTURAL ENGINEER AND MEET ALL LOCAL CODES BEFORE BEGNING CONSTRUCTION ANY DISCREPANCIES SHALL BE
REPORTED TO FRANK BETZ ASSOCIATES, NC FOR 11STIRCATI NJ
AND /OR CORRECTION BEFORE PROCEEDI►IC WITH WORK, CONTRACTORS
SFUALL ASSfvE RESPCNSI&LITY FOR ERRORS THAT ARE NOT REPORTED.
-1 ALL DV ENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED.
4, ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODEI AND MIJST
REST ON UNDISTURBED SCIIL CAPABLE OF HANDLING THE BALDING.
CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND RENFC`RCNJG SIZES
5 CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BULDIN, WITH ALL
SITE REQIJWKMIENTS
Q IF BACKFLL EXCEEDS 4' AGAINST ANY 1`-OXIDATION WALL, REINFORCE
AS PER CODE.
7. ALL F-0INDATION AND STRUCTURAL MEMBERS SHOLLD BE VERFIED AND
STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS
OCCI,RING DUE TO A WIDE VARIANCE N LOCAL. CODES. SOIL BEARING
CONDITIONS, FROST LINE DEPTR GEOLO :AL AND WEATHER CONDITIONS,
ETC. THE CCkJTRACTOR IS RESPONSIBLE FOR ADJI>,STING AND VERIFYING
ALL STRUCTURAL DETAILS AND CONDITICxdS TO MEEET ALL LOCAL CCIDES
AND TO INSURE A QJALITY AND SAFE STRUCTURE.
6 ALL WOOD, CONCRETE, AND STEEL STRUCTURAL. MEMBERS SHALL BE OF A
GO`OO GRADE AND OJALITY AND MEET ALL NATIONAL, STATE, AND LOCAL
BULDWG CODES WHERE APPLICABLE.
9 ALL COLIMJS OR SOLID FRAMING SHOULD BE DESIGNED TO CARRY LOADS ATE AT
/ THE BASEivENT F:L00R DRAT OTHER BEARINGS POINTS DEgGtE"TO CARRY
10 TFE LOAD.
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C.VF'YKIGHI CU• 1991 BY FRANK BETZ ASSOCIATES, INC., NOT TO BE REPRODUCED
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