HomeMy WebLinkAbout(08) S2-104B1
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RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Cannel
n8 8.3 8.5 n9
M9.91 10.4 11 1 9 12
28' 3'
T 5'-113/a'
T 5'-7318'
T 9'-8.
27'-2• T7
T 11'-3.
17'- V
188' T
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10•
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Q I FOURTH LEVEL LOW ROOF FOURTH LEVEL FLOOR
ROOF TRUSSES 18" DEEP FLOOR TRUSSES
(SEE NOTE 12 BELOW) (SEE NOTE 3 BELOW)
BLDGw 2 = FOURTH FLOOR / LOW ROOF FRAMING PLAN • Area B
SCALE'. 3116" = 1'-0"
HEADER LEGEND: SEE SHEET S2-501 FOR
HEADER SCHEDULE
HL3.9.5/21.3
# OF KING STUDS ADJACENT TO JACK STUDS
L # OF JACK STUDS UNDER EACH END OF HEADER
HEADER SIZE - SEE HEADER SCHEDULE FOR ACTUAL SIZE
NOTE:
ALL JACK AND KING STUDS TO BE 2X6 SPRUCE
PINE FIR NO 1/NO 2
P1 INDICATES 6X6 DFL NO 1 AS JACK STUD
4TH FLOOR: FLOOR FRAMING PLAN NOTES
C.2
C.3
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C.7
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D.5
1. TOP OF FINISH FLOOR=883-73/4", TOP OF WOOD TRUSS = - 1 117 FROM TOP OF FINISH FLOOR (3/4" OSB t Y4" GYPCRETEt FOR LOW ROOF
FRAMING ELEVATION AND PLAN NOTES, REF. SHEET S2-104A.
2. FLOOR SHEATHING, REF SHEET S2-001, UNLESS OTHERWISE NOTED ON PLAN. FLOOR SHEATHING IS APPLIED PERPENDICULAR TO TRUSSES
UNLESS OTHERWISE NOTED.
3. (FLOOR AREA) ALL FLOOR FRAMING MEMBERS THAT ARE 18" DEEP PRE-ENGINEERED PARALLEL CHORD PLATED FLOOR TRUSSES TO BE
SPACED AT 2T ON CENTER (MAX.) UNLESS NOTED OTHERWISE. EXACT FLOOR TRUSS/JOIST LAYOUT AND DIMENSIONS ARE THE RESPONSIBILITY
OF THE TRUSS FABRICATOR AND FRAMING SUBCONTRACTOR. TRUSS/JOIST LAYOUT SHALL BE COORDINATED WITH THE MECHANICAL, ELECTRICAL
AND PLUMBING SUBCONTRACTORS PRIOR TO SUBMISSION OF TRUSS SHOP DRAWINGS, FABRICATION AND INSTALLATION TO ENSURE THE
PROPOSED LAYOUT PROVIDES NECESSARY CLEARANCES FOR THE MECHANICAL, ELECTRICAL AND PLUMBING TRADE ELEMENTS, FIXTURES,
DUCTING AND PIPING.
EXACT FRAMING LAYOUT SHALL BE COORDINATED WITH ALL OTHER TRADE SUBCONTRACTORS PRIOR TO INSTALLATION OR ITEMS INCLUDING
BUT NOT LIMITED TO: ELECTRIC PANELS, ELECTRIC FIXTURES (INCLUDING CAN LIGHTS), FIRE EXTINGUISHER CABINETS, MEDICINE CABINETS,
CONTROL JOINTS, DOOR FRAMING AND HVAC DUCTS/SOFFITS. IF THE LAYOUT IS CHANGED SUCH THAT THE LOADING ON HEADERS/BEAMS IS
INCREASED, THE FRAMING SUBCONTRACTOR SHALL SUBMIT A REVISED SCHEDULE OF THOSE HEADERS/BEAMS STAMPED BY AN ENGINEER
REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED.
4. FLOOR TRUSS DESIGN LOADS AND CONSTRUCTION REQUIREMENTS ARE PROVIDED IN GENERAL NOTES ON SHEET S2-001 AND S2-002.
5. SEE LOWER LEVEL FRAMING PLANS FOR WALL TYPES THAT PROVIDE THE WALL CONSTRUCTION INCLUDING HEADERS AND LINTEL WHERE
OCCURS.
6. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENINGS, LOCATIONS AND SIZES, TRUSS SUPPLIER SHALL PROVIDE SUPPLEMENTARY FRAMING,
HEADER AND INCREASED CAPACITY REQUIREMENTS OF ADJACENT MEMBERS AS NECESSARY TO SUPPORT INTERRUPTED FRAMING FOR DESIGN
LOADS.
7. TRUSS SUPPLIER SHALL PROVIDE ADDITIONAL FRAMING MEMBERS, SUPPLEMENTARY FRAMING, HEADERS OR MULTIPLE TRUSS OR HIGHER
CAPACITY TRUSSES TO SUPPORT ROOF TOP MECHANICAL UNITS, SEE MECHANICAL DRAWINGS FOR SIZE, LOCATIONS, FOOTPRINTS AND WEIGHTS.
8. COORDINATE SIZE AND LOCATIONS OF ALL FLOOR OPENINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS.
9. SEE THE WALL STUD SCHEDULE ON SHEET S2-501 FOR TYPICAL AND SPECIAL WALL FRAMING, DENOTED EW-1 AND CW-1.
10. SEE SHEET S2-207 FOR TYPICAL FLOOR SHEATHING LAYOUT AND ATTACHMENT DETAIL.
11. ALL HEADERS SHOWN ON THIS PLAN REPRESENT THE HEADER ABOVE THIS FLOOR AT THE TOP OF THE WINDOW OR DOOR OPENING SHOWN
ON THIS FLOOR FRAMING PLAN. (TYP. UNLESS NOTED OTHERWISE)
12. DOUBLE LINES INDICATE MULTIPLE PRE-ENGINEERED PLATED ROOF TRUSSES DESIGNED TO CARRY THE EFFECTIVE TRIBUTARY AREA LOADS.
OTHER MEMBERS SIZES AND LAYOUTS ARE NOTED ON PLAN. TRUSSES SHALL BE SPACED AT 24" ON CENTER, UNLESS OTHERWISE NOTED.
SPACING OF TRUSSES SHALL BE PROVIDED AS INDICATED.
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13. ALL CS14 STRAPS SHALL BE BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT.
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14. THE NUMBER MARKED IN PARENTHESIS (XX) NEXT TO STRAPS INDICATES THE MINIMUM NUMBER OF FASTENERS FOR THAT SEGMENT OF THE
SPAN. ALL FASTENERS SHALL BE SO SCREW #90 1/2" BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. FASTENERS SHALL BE EQUALY
SPACED ALONG THE SPAN OF THE STRAP. PROVIDE 2a BLOCKING UNDERNEATH THE STRAP AND INSTALL THE STRAP DIRECTLY BENEATH THE
BLDG. 2 NORTH
FLOOR SHEATHING.
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7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Q Issuances:
REV
I MCRI"M
DAM
0
Issued For Building 2 Review
10/05118
1
ASI#4
12/21/18
2
Issued For Building Permit
05/01/19
Prom. No.: 074904
Date: 05/01/19
A Sheet Name:
BLDG. 2-FOURTH
FLOOR / LOW ROOF
FRAMING PLAN -AREA
B
DATE: 10/31/19
15.` DENOTES JACK STUDS. KEY PLAN
S2=104B