HomeMy WebLinkAbout1386.97.4GENERAL FRAMNG NOTES
THE FOLLOWING NOTES ARE SUGGESTED MINIMAM REQUIREMENTS ONLY.
DIE TO A VARIANCE OF CODES PER REGION, PLEASE REFER AND COMPLY
WITH ALL YOUR LOCAL CODES. CONSULT WITH LOCAL ENGINEERS FOR ALL
STRUCTURAL REQIIRENkNTS
I PROVIDE PURLNS AT MID HEIGHT OF ALL WALLS.
2 ALL JOISTS AND RAFTERS SHALL BE ALIGNED OVER STUDS BELOW.
3, ALL FEADERS SHALL BE 2- 2xIO's WITH 1/7' PLYWOOD FLITCH
PLATE UNLESS OTHERWISE NOTED
4, FRAMER TO INSTALL DOUBLE FLOOR JOISTS UNDER PARTITION WALL
PARALLEL TO JOIST DIRECTION
5 PROVIDE Ix4 CROSS BRIDGING AT MD POINT OF SPAN OR 8'-0"
O.C. MMXMJIVI N ALL FLOORS
6. ALL EXTERIOR CORNERS INSIDE AND OUTSIDE CORNERS) SHALL BE
BRACED WITH 1/2"" CDX PLYWOOD NAILING SCHEDULE SHALL BE 8d
COMAAONS AT 6" OC AT ALL EDGES AND 6d COMMONS AT 12" O.C.
AT ALL NTERMEDIATE STUDS. (OPTION - APPROVED DIAGONAL
CORNER BRACES BOTH DIRECTIONS AT ALL CORNER%
7 ALL COLUMNS OR SOLID FRAMING SHALL EXTEND DOWN THRU ALL
LEVELS AND TERN"TE AT THE BASEMENT FLOOR AND BE SUPPORTED
BY A THICKEN SLAB, GRADE BEAM OR FOOTING DESIGN TO CARRY
LOAD.
8 PROVIDE DOUBLE 2x8 STRONGBACK AT MD SPAN FOR CEILING JOISTS
WITH SPAN GREATER THAN )0'-0
9 PROVIDE COLLAR TES AT UPPER 1/3 OF VERTICAL DISTANCE BETWEEN
RIDGE BOARD AND CEILING JOISTS AT 4'-0" O.0 MIAXIMI M
10. HP. VALLEY RAFTERS. AND RIDGE BOARDS SHALL BE ONE "2x"' SIZE
LARGER THAN RAFTERS
a ROOF DECKING SHALL BE 1/7' CDX PLYWOOD MMMRvt
12 WHERE PRE ENGNNEIIERED FLOOR AND ROOF TRUSSES ARE USED. TRUSS
MANUFACTURER MUST PROVIDE SHOP DRAWINGS WHICH BEAR SEAL OF
REGISTERED ENGINEER N STATE N WHICH WORK IS TO BE PERFORM®.
a ALL CEILING JOISTS AND RAFTER BRACNG TO BEAR ON LOAD BEARING
WqL LS DESIGNED TO CARRY LOAD THRU ALL LEVELS AND TERM"TE AT
BAS� FLOOR AND BE SUPPORTED BY THICKENED SLAB GRADE BEAM
OR FOOTING DESIGNED TO CARRY LOAD.
14. ALL BASEMENT WALLS, BEAMS, AND COLUMNS TO BE DESIGNED BY LOCAL
STRUCTURAL ENGINEER AND MEET ALL LOCAL CODES
15 ALL SOLID FRAMING, COLUMNS, BEAMS. ETC.. TO BE DESIGNED BY
LOCAL STRUCTURAL ENGINEER AND MEET ALL LOCAL CODES
16. ALL FRAMED WALL DWENSOW ARE BASED ON 2 x 4 STUDS UNLESS
OTHERWISE NOTED.
GENERAL NOTES
1 ALL WORK 9-IALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE
NATIONAL, STATE, AND LOCAL CODES, REGULATIONS. AND FHA/VA MPS
2 CONTRACTOR SHALL VERFY ALL CONDITIONS AND DM349CM AT SITE
BEFORE BEG" 4G CONSTRUCTION ANY DISCREPANCIES SHALL BE
REPORTED TO FRANK BETZ ASSOOATES, NC. FOR JUSTFICATKOM
AND /OR CORRECTION BEFORE PROCEEDING WITH WORK CONTRACTORS
SHALL ASSUIvE RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED.
3, ALL DINENSONS SHOULD BE READ OR CALCULATED AND NEVER SCALED.
4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST
REST CAN UNDISTURBED SOIL CAPABLE OF HANDLING THE BMDNG.
• CONStLT LOCAL ENGIEER FOR PROPER FOOTING AND RBNFORCING SIZES
S CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL
SITE REQUIREMENTS
6. IF BACKFLL EXCEEDS 4' AGAINST ANY FOUNDATION WALL. REINFORCE
AS PER CODE.
7. ALL FOUNDATION AND STRUCTURAL MEMBERS SNIOULD BE VERIFIED AND
STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS
OCCURNG DUE TO A WIDE VARIANCE N LOCAL CODES SOU.. BEARING
CONDITIONS. FROST LINE DEPTH. GEOLOGICAL AND WEATHER CONDITIONS.
ETC. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING
ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES
AND TO INSURE A QUALITY AND SAFE STRUCTURE-
ALL WOOD. CONCRETE. AND STEEL STRUCTURAL MEMBERS SHALL BE OF A
GOOD GRADE AND QUALITY AND MEET ALL NATIONAL. STATE. AND LOCAL
BUILDING CODES WHERE APPLICABLE,
9. ALL COLUM S OR SOLID FRAMNG SHOULD BE DESIGNED TO CARRY LOADS
AND SHOULD EXTEND DOWN THRU THE LEVELS BELOW AND TERMINATE AT
THE BASEMENT FLOOR OR AT OTHER BEARING POINTS DESIGNED TO CARRY
THE LOAD.
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FRA BETZ ASSOCIATES, INC. ASSUKES NO LIABILITY
5��
NC
FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE �
PLANS BY OTHERS.
L3
SOUTARE FOOTAGE
FIRS T FL OOR 74iAA-60-
FT.
SECOVID FL OOP = c
M" SO. FT.
TOTAL
2640 SO. FT
OIPT. FPS FLOOR
243 SO. FT.
TOTAL
,30'4 SO. FT.
REVISIONS I DA7
1h ,s drawing is not to be r
or used to contract any bL
without the written authority
Frank Betz Associates, Inc.
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BY: wma CK
DATE: 9 -22-95
SHEET:
OF: 6