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BLDGw 3 = ROOF FRAMING PLAN
"L LG 110 = I U
ROOF FRAMING PLAN NOTES:
1.
BEARING ELEVATION OF ROOF TRUSSES = 892'-8 1/8", TOP OF WOOD TRUSSES SHALL SLOPE PER ARCHITECTURAL
PLANS AND SECTIONS.
2.
ROOF SHEATHING, REF SHEET S3-001, UNLESS OTHERWISE NOTED ON PLAN. ROOF SHEATHING IS APPLIED
PERPENDICULAR TO TRUSSES UNLESS OTHERWISE NOTED. SEE SHEET S3-201 FOR TYPICAL ROOF SHEATHING
LAYOUT AND ATTACHMENT.
3.
ROOF FRAMING MEMBERS ARE PRE-ENGINEERED PLATED ROOF TRUSSES TO BE SPACED AT 24. ON CENTER,
UNLESS NOTED OTHERWISE. DOUBLE LINES INDICATE MULTIPLE PRE-ENGINEERED PARALLEL CHORD PLATED ROOF
TRUSSES DESIGNED TO CARRY THE EFFECTIVE TRIBUTARY AREA LOADS. OTHER MEMBERS SIZES AND LAYOUTS
ARE NOTED ON PLAN.
4.
EXACT ROOF TRUSSNOIST LAYOUT AND DIMENSIONS ARE THE RESPONSIBILITY OF THE TRUSS FABRICATOR AND
FRAMING SUBCONTRACTOR. ROOF TRUSSIJOIST LAYOUT SHALL BE COORDINATED WITH THE MECHANICAL,
ELECTRICAL AND PLUMBING SUBCONTRACTORS PRIOR TO SUBMISSION OF ROOF 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.
5.
EXACT FRAMING LAYOUT SHALL BE COORDINATED WITH ALL OTHER TRADE SUBCONTRACTORS PRIOR TO
INSTALLATION OR ITEMS INCLUDING BUT NOT UIMITED 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 HEADERSIBEAMS IS INCREASED, THE
FRAMING SUBCONTRACTOR SHALL SUBMIT A REVISED SCHEDULE OF THOSE HEADERSMEAMS STAMPED BY AN
ENGINEER REGESTERED IN THE STATE WHERE THE PROJECT IS LOCATED.
6.
ROOF TRUSS DESIGN LOADS AND CONSTRUCTION REQUIREMENTS ARE PROVIDED IN GENERAL NOTES ON SHEET
S3-001 AND S3-002 WITH SNOWDRIFTAND WIND UPLIFT DIAGRAMS PROVIDED ON SHEET S3-115.
7.
SEE LOWER LEVEL FRAMING PLANS FOR WALL TYPES THAT PROVIDE THE WALL CONSTRUCTION INCLUDING
HEADERS AND LINTEL WHERE OCCURS.
8.
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.
9.
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.
10.
COORDINATE SIZE AND LOCATIONS OF ALL FLOOR OPENINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL
DRAWINGS.
It.
SEE THE WALL STUD SCHEDULE ON SHEET S3-501 FOR TYPICAL AND SPECIAL WALL FRAMING, DENOTED EW-1 AND
CW-1.
12.
SEE SHEET S3-201 FOR TYPICAL ROOF SHEATHING LAYOUTAND ATTACHMENT DETAIL.
13.
HEADERS SHOWN ON FLOOR PLAN ARE FOR OPENINGS BELOW THE FLOOR AND SUPPORT THE FLOOR FRAMING
SHOWNONPLAN. COORDINATE ELEVATIONS WITH ARCHITECTURAL DRAWINGS.
14.
ALL CS14 STRAPS SHALL BE BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT.
15.
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 SD SCREW #9x1 1/2" BY SIMPSON STRONG -TIE OR
APPROVED EQUIVALENT. FASTENERS SHALL BE EQUALY SPACED ALONG THE SPAN OF THE STRAP. PROVIDE 2x
BLOCKING UNDERNEATH THE STRAP AND INSTALL THE STRAP DIRECTLY BENEATH THE FLOOR SHEATHING.
16.
' DENOTES JACK STUDS.
RELEASED FOR CONSTRUCTION 17.
PROVIDE TRIPLE WALL BEARING STUDS AT EACH END OF ALL HEADERS CROSSING THE CORRIDOR. THE STUDS
SHALL BE CONTINUOUS DOWN TO THE FOUNDATION OR STEEL LEVEL TO PROVIDE A COMPLETE LOAD PATH.
Subject to compliance with all regulalions
of State and Local Codes
City of Camel
NORTH
_Y
TOP CHORDS SLOPE OR -
DEPTH OF TRUSS STEPS TO
ACHIEVE ROOF SLOPE, PER
ARCH.
RT-1
ROOF TRUSS SCHEDULE
MARK
SIZE
RT-1
DEPTH PER FABRICATOR -4x2
RT-2
DEPTH PER FABRICATOR -4x2
ROOF TRUSS
PROFILES
HEADER LEGEND: SEE SHEET S3.501 FOR
HEADER SCHEDULE
HL3-9.5M�.3
t# OF KING STUDS ADJACENT TO JACK STUDS
# OF JACK STUDS UNDER EACH END OF HEADER
HEADER SIZE - SEE HEADER SCHEDULE FOR ACTUAL SIZE
NOTE:
ALL JACK AND KING STUDS TO BE 2X SPRUCE
PINE FIR NO 1/NO 2
74,WOOLPEUT
MCNITECTNE IENGINEWINGIGECWATIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
F
E
No. FE11700572
Issuances:
nESM"M
Prom. No.: 074904
Date: 10/12/18
A Sheet Name:
BLDG. 3-ROOF
FRAMING PLAN
P*IRIRA
DATE: 10/31/19