HomeMy WebLinkAboutS framingNOTE: THE FLOOR/ WALL FRAMING PLAN ONLY SHOWS
GENERAL INTENT AND DIRECTION OF FRAMING MEMBERS.
CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL
FINAL FRAMING CONNECTIONS, FRAMING ASSEMBLIES,
BRACING AND SHORING.
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Project Number
MEDLEY CREATIONS, INC.
CARMEL, IN 46032
40 PINE VALLEY DR
ARCHITECTURAL
ARCHITECTURAL DESIGN STUDIO
5761 RAVINE RD. INDPLS., IN 46220
(317) 694-3359 c (317) 731-5760 f
medleycreations@comcast.net
www.medleycreationsinc.com
M
ARCHITECT'S SEAL
RANDY GILLASPIE
NEW LIVING AREA
FLOOR PLAN WITH OWNER'S REQUESTED REVISIONS 4-26-2021
1/4" = 1'-0"
S1
KOJ
KOJ
5-25-2021
0321-0100
FRAMING PLAN
1/4" = 1'-0"1 FRAMING PLAN
PLAN NOTES FOR S1
1 OPTIONAL; ROOF TRUSSES @ 24" O.C..
DESIGN LOADS FOR TRUSS:
25psf SNOW LOAD
10psf DEAD LOAD
100mph WIND SPEED
TRUSS DESIGN DRAWING: TO BE PROVIDED BY TRUSS
MANUFACTURER AND PREPARED IN COMPLIANCE WITH SECTION
R502.11.1. CONTRACTOR SHALL PROVIDE INFORMATION TO THE
BUILDING OFFICIALS AND RECEIVE APPROVAL PRIOR TO
INSTALLATION. TRUSS DESIGN DRAWINGS SHALL ALSO BE
PROVIDED WITH THE SHIPMENT OF TRUSSES DELIVERED TO THE
JOB SITE. TRUSS DESIGN DRAWINGS SHALL INCLUDE, AT A
MINIMUM, THE INFORMATION SPECIFIED BELOW:
1 SLOPE OR DEPTH, SPAN, AND SPACING
2 LOCATION OF ALL JOINTS
3 REQUIRED BEARING WIDTHS
4 DESIGN LOADS AS APPLICABLE.
4.1 TOP CHORD LIVE LOAD (INCLUDING SNOW LOADS)
4.2 TOP CHORD DEAD LOAD
4.3 BOTTOM CHORD LIVE LOAD
4.4 BOTTOM CHORD DEAD LOAD
4.5 CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION
4.6 CONTROLLING WIND AND EARTHQUAKE
5 ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN FOR
CONDITIONS OF USE
6 EACH REACTION FORCE AND DIRECTION
7 JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE,
THICKNESS OR GAUGE); AND THE DIMENSIONED LOCATION OF
EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY
LOCATED RELATIVE TO THE JOINT INTERFACE
8 LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER
9 CONNECTION REQUIREMENTS FOR:
9.1 TRUSS-TO-TRUSS GIRDER
9.2 TRUSS PLY-TO-PLY
9.3 FIELD SPLICES
10 CALCULATED DEFLECTION RATIO AND/OR MAXIMUM
DESCRIPTION FOR LIVE AND TOTAL LOAD
11 MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS
MEMBERS TO ENABLE THE CONTRACTOR TO PROVIDE THE
PROPER CONNECTIONS AND ANCHORAGE OF THE PERMANENT
CONTINUOUS LATERAL BRACING. FORCES SHALL BE SHOWN ON
THE TRUSS DRAWINGS OR ON SUPPLEMENTAL DOCUMENTS
12 REQUIRED TRUSS MEMBER BRACING LOCATION
2 CONTRACTOR SHALL CONFIRM FINAL ORIENTATION OF NEW
FLOOR JOISTS. 2X8 FLOOR JOIST @ 16" O.C. WITH CROSS
BRIDGING. FLOOR JOIST WAS DESIGNED FROM THE FOLLOWING:
40psf LIVE LOAD
20psf DEAD LOAD
APPROVED SPECIES AND GRADE
DOUGLAS FIR-LARCH -SS, #1 & #2
HEM-FIR -SS, #1 & #2
SOUTHERN PINE -SS, #1 & #2
SPRUCE-PINE FIR -SS, #1, & #2
3 TREATED SLEEPER SILL PLATE; 2X4 EXPANSION BOLTED TO
EXISTING CONCRETE SLAB AND LAID OVER LAYER OF SILL SEAL
FOAM INSULATION
4 2X8 HEADER FASTENED TO EXISTING WALL STUDS
5 TYPICAL, TREATED 2X8 BLOCKING PLATE FASTENED TO EXISTING
CONCRETE SLAB AND FLOOR JOISTS
6 (2) 1 3/4" X 9 1/4" LVL BEAMS
7 (2) 1 3/4" X 14" LVL BEAMS
8 (2) 2X8 LINTEL
9 OPTIONAL; 2X6 ROOF FRAMING @ 16" O.C. WITH 2X8 RIDGE BOARD
10 (3) 1 3/4" X 14" LVL BEAMS. LVL IS DESIGNED FOR 10# D.L. + 20# L.L.
11 PROVIDE PULL DOWN STAIR ACCESS. FIELD VERIFY FINAL
LOCATION
12 (2) 2X6 LINTEL WITH EACH END SUPPORTED WITH (1) JACK STUD
No. Description Date
06/28/21