HomeMy WebLinkAboutA1.11 PROPOSED ROOF FRAMING2 x 14 @ 16" O.C. max2 x 14 @ 16" O.C. max2 x 14 @ 16" O.C. max2 x 10 @ 16" O.C. max
A. SEE S0.1 FOR GENERAL STRUCTURAL NOTES.
B. SEE ARCHITECTURAL FOR DIMENSIONS NOT SHOWN.
C. SEE ___ FOR COLUMN SCHEDULE.
D. T/BEAM ELEVATION = __'-__" UNLESS NOTED THUS: W24x55 .
14'-2 1/2"
E. ROOF CONSTRUCTION: ____ROOF DECK, MIN 3 SPAN CONTINUOUS.
FASTEN WITH ____.------------OR----------- WOOD ROOF CONSTRUCTION
SHALL BE __" APA RATED SHEATHING FASTENED WITH __d AT __" OC
WITH ___" MIN PENETRATION ALONG PANEL EDGES AND __d AT __" OC IN
THE FIELD.
F. COORDINATE SIZES AND LOCATIONS OF OPENINGS THROUGH ROOF
DECK WITH MECHANICAL CONTRACTOR.
G. SEE __/__ FOR TYPICAL DECK OPENING/EQUIPMENT SUPPORT FRAMING.
H. FOR TYPICAL MOMENT CONNECTIONS, SEE __/__.
I. FOR SIMPLE FRAMED CONNECTIONS, SEE __/__.
STEEL CONNECTIONS:
◄H MOMENT FRAMED
| SIMPLE FRAMED
J. CONNECTIONS SHALL BE DESIGNED BY STEEL FABRICATOR. LABELS Mu
AND Vu INDICATED FACTORED BEAM REACTIONS FOR CONNECTION
DESIGN. ALL BEAM CONNECTIONS NOT OTHERWISE DETAILED OR CALLED
OUT SHALL BE STANDARD FRAMED CONNECTIONS DESIGNED TO
SUPPORT NOT LESS THAN 60% OF THE TOTAL UNIFORM LOAD FOR THE
SHAPE AND SPAN. MIN Vu FOR CONNECTION DESIGN = ____.
K. SHEAR STUDS: NUMBER OF ____ STUDS REQUIRED ON TOP FLANGE OF
BEAM EQUALLY SPACED ALONG CENTERLINE OF BEAM INDICATED THUS:
L. SEE __/__ FOR TYPICAL BAR JOIST REINFORCING AT POINT LOADS.
M. TYPICAL BAR JOIST SHOE HEIGHT = ____ UNLESS OTHERWISE NOTED.
N. DESIGN BAR JOISTS FOR ___ NET UPLIFT.
O. JOIST MANUFACTURER SHALL COORDINATE JOIST SPACING SUCH THAT
JOISTS DO NOT BEAR WITHIN 4 INCHES OF A PRECAST WALL PANEL
JOINT.
P. SEE __/__ FOR TYPICAL BRACING AT T/CMU WALLS
Q. SEE ___ FOR TYPICAL CMU REINFORCEMENT.
R. INDICATES LOCATIONS OF _____ FLOOR SHEAR WALL.
SHEAR WALL SHEATHING REQUIREMENTS ARE AS FOLLOWS: S1:__" APA
RATED SHEATHING FASTENED WITH __d AT __" OC WITH ___" MIN
PENETRATION ALONG PANEL EDGES AND __d AT __" OC IN THE FIELD.
S. SEE __/__ FOR TYPICAL SHEAR WALL DETAIL.
T. ▲ INDICATES HOLDDOWN WITH MIN. CAPACITY = __ LBS.
U. SEE __/__ FOR HOLD DOWN DETAIL.
V. BEARING WALL STUDS SHALL BE 2x6 @ 16" OC MAX UNLESS OTHERWISE
NOTED. PROVIDE MIN. ___ STUDS ALIGNED DIRECTLY BELOW ALL GIRDER
TRUSS BEARING LOCATIONS UNLESS OTHERWISE NOTED.
W. SEE ARCHITECTURAL BUILDING SECTIONS FOR TRUSS PROFILES. TRUSS
PROFILES NOT SHOWN SHALL BE DETERMINED BY TRUSS MFR. ALL
OVERHANG AND CORNER FRAMING SHALL BE DESIGNED BY TRUSS MFR.
TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE TRUSS
MFR.
X. TYPICAL HEADER AT EXTERIOR WALL SHALL BE MIN ____ FOR SPANS UP
TO ___ W/ MIN __ FULL HEIGHT STUDS AT EACH END. TYPICAL HEADER AT
INTERIOR WALL SHALL BE MIN ____ FOR SPANS UP TO ___ W/ MIN ___
FULL HEIGHT STUDS AT EACH END.
Y. TYPICAL TRUSS SPACING SHALL BE 2'-0" UNLESS NOTED OTHERWISE.
ADD ADDITIONAL TRUSS ALIGNED WITH INTERIOR SHEAR WALLS AS
INDICIATED BELOW.
Z. TRUSSES ALIGNED WITH INTERIOR SHEAR WALLS SHALL BE DESIGNED
TO TRANSFER UNIT SHEAR DUE TO WIND FROM THE TOP CHORD TO THE
BOTTOM CHORD. DESIGN TO TRANSFER ___ PLF AT SHEAR WALL TYPE
___.
AA. TRUSS BEARING AND BOTTOM CHORD ELEVATION = ____ UNLESS NOTED
OTHERWISE. SEE ARCHITECTURAL PLANS, ELEVATIONS, AND SECTIONS
FOR ADDITIONAL TRUSS BEARING INFORMATION.
BB. ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT MECHANICAL
EQUIPMENT COORDINATE SIZE AND LOCATION OF UNITS WITH
MECHANICAL CONTRACTOR. COORDINATE WEB LOCATIONS WITH
MECHANICAL DUCT RUNS.
CC. INDICATES TRUSS MFR'S OPTION: OVERBUILD TO BE
DESIGNED BY TRUSS MFR OR TRUSS PROFILES BELOW SHADING MAY BE
DESIGNED TO MATCH ROOF SLOPE.
DD. INDICATES LOCATION OF RAISED TRUSS BOTTOM CHORD.
EE. ALL PARTITION WALLS ARE TO BE CONSIDERED NON-STRUCTURAL
UNLESS NOTED OTHERWISE.
JOB NO.:
DATE:
DRAWING TITLE:
ISSUE:
STAMP:
Project Status
6015 ORCHARD HILL LANE
P: 317.520.2558
INDIANAPOLIS, IN 46220
WWW.ARXTHEON.COM
A1.11
ROOF - PROPOSED
FRAMING PLAN
Project Number111 BENNET ROAD ADDITIONOwnerOctober 20, 2021111 BENNET ROAD, CARMEL, IN 46032Project NumberProject Status
1/4" = 1'-0"1 proposed framing plan
ROOF FRAMING PLAN NOTES
# DATE DESCRIPTION
07/27/22