HomeMy WebLinkAbout0568.97.7GENERAL FRAMING NOTES
THE FOLLOWUK; NOTES ARE S4 C -ASiFD MINIMUM REQUIREMENTS ONLY
DUE TO A VARIANCE OF CODES PER RECOOv. PLEASE REFER AND CCxvPLY
WITH ALL YOUR LOCAL CODES CONSULT WITH LOCAL ENGINEERS FOR ALL
STRUCTURAL REQUIREMENTS
I PROVIDE PURLINS AT MD HEIGHT OF ALL WALLS
2 ALL JOISTS AND RAFTERS SHALL BE ALIGNED OVER STUDS BELOW
3 ALL HEADERS SHALL BE 2 -2xi0s WITH 1/2 PLYWOOD FLITCH
PLATE UNLESS OTHERWISE NOTED
4 FRAMER TO INSTALL DOUBLE FLOOR JOISTS UNDER PARTITION WALL
PARALLEL TO JOIST DIRECTION
5 PROVIDE lx4 CROSS BRIDGING AT MD POINT OF SPAN OR 8' -0'
OC. MAXIMUM N ALL FLOORS
6, ALL EXTERIOR CORNERS (INSIDE AND OUTSIDE CORNERS) SHALL BE
BRACED WITH 112" CDX PLYWOOD NAILING SCHEDULE SHALL BE 8d
COvTAONS AT 6 ' OC AT ALL EDGES AND 8d COK4VIONIS AT 12'" OC
AT ALL INTERMEDIATE STUDS (OPTION - APPROVED DIAGONAL
CORNER BRACES BOTH DIRECTIONS AT ALL CORNERS).
7 ALL COLUMNS OR SOLD FRAMING SHALL EXTEND DOWN THRU ALL
LEVELS AND TERMINATE AT THE BASEMENT FLOOR AND BE SUPPORTED
BY A THICKENED SLAB, GRADE BEAM, OR FOOTING DESIGNED TO CARRY
LOAD.
8 PROVIDE DOUBLE 2x8 STRONGBACK AT MD SPAN FOR CEILING JOISTS
WITH SPAN GREATER THAN 10 -0"
9 PROVIDE COLLAR TIES AT UPPER 1/3 OF VERTICAL DISTANCE BETWEEN
RIDGE BOARD AND CEILING JOISTS AT 4' -0" OC MAXMM
10. HIP. VALLEY RAFTERS, AND RIDGE BOARDS SHALL BE ONE "2x' SIZE
LARGER THAN RAFTERS.
11 ROOF DECKING SHALL BE 1/2' CDX PLYWOOD MINNIMIM.
12 WHERE PRE ENGINEERED FLOOR AND ROOF TRUSSES ARE USED. TRUSS
MANXFACTURER MUST PROVIDE SHOP DRAWINGS WHICH BEAR SEAL OF
REGISTERED ENGINEER IN STATE IN WHICH WORK IS TO BE PERFOMED.
13 ALL CEILING JOISTS AND RAFTER BRACING TO BEAR ON LOAD BEARING
WALLS DESIGNED TO CARRY LOAD THRU ALL LEVELS AND TERMINATE AT
BASEMENT FLOOR AND BE SUPPORTED BY THICKENED ';I-AB GRADE BEAM
OR FOOTING DESIGNED TO CARRY LOAD
14 ALL BASEMENT WALLS. BEANC. AND COLUN,M TO BE DESIGNED BY LOCAL
STRUCTURAL ENGINEER AND lfFT ALL FOCAL CODES
15 ALL SOLID FRAMING, COLLt,TNS BEAMS, ETC TO BE UESIGNED BY
LOCAL STRUCTURAL ENGNEER AND MEET ALL I OCAU CODES
16 ALL FRAvfrD WALL DIMENSIONS ARE BASED ON 2 x 4 STUDS UNLESS
DTI- ERWISE NOTED
GENERAL NOTES
I ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE
NATIONAL, STATE. AND LOCAL CODES, REGULATIONS, AND FHA/VA MPS
2 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE
BEFORE BE(ZANING CONSTRUCTION ANY DISCREPANCIES SHALL BE
REPORTED TO FRANK BETZ ASSOCIATES, INC FOR JUSTIFICATION
AND /OR CORRECTION BEFORE PROCEEDING WITH WORK CONTRACTORS
SHALL ASSURv1E RESPONSIBILITY FOR ERRORS THAT ARE W)T REPORTED,
3 ALL DMENSIONS SHOULD BE READ OR CAL CU ATED ANt) NEVER SCALED
4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL_ CODE) AND MUST
REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING.
CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES.
5 CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL
SITE REQUIREMENTS
6 IF BACKRLL EXCEEDS 4" AGAINST ANY FOUNDATION WAI L, REINFORCE
AS PER CODE.
7 ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND
STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS
OCCU2ING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL 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 Al L LOCAL CODES
AND TO INSURE A QUALITY AND SAFE STRUCTURE
8 ALL. WOOD, CONCRETE. AND STEEU.. STRUCTURAL MEMIKRS SHALL BE OF A
GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE AND LOCAL
BUILDING CODES WHEN APPLICABLE
9 ALL COLUMNS OR SOLID FRAMING SHiOU_D BE DESIGNED TO CARRY LOADS
AND SHOULD EXTEND DOWN THRU TI-E LEVELS BELOW AND TERMINATE AT
THE BASEMENT FLOOR OR AT OTHER BEARING POINTS DESIGNED TO CARRY
THE LOAD
O
FRANK BETZ ASSOCIATES, INC. ASSUMES NO LIABILITY
FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS BY OTHERS.
i
�1
V
OIECCWATME BRACK
WWV0 WALL AA0 PEER
WITH LIGHT FIXTURE fTYP.I
REVISIONS 1 DAT
This drawing is not to be re
or used to contract any bull
without the written outhorizc
Fronk Betz Associates, Inc.
Z
Q
W
O
O
'F-
V /
W
LL-
U
Z
H Y: -Lee C K: to G
L=:Li 3o i 96
SHEET:
OF: 6