HomeMy WebLinkAbout(08) S2-1051
3
4
5
I
7
it
W
R
2
EL
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
1,"10
!C
D
8.3 8.5
I I I I
10 1�0.4 11 11.91 12m
I
5'-7794' i 5'-7310' I 9-8' I 2r-7 I I H'-3' I 7T-0' I 78'-8'
BLDG. 2 = ROOF FRAMING PLAN = AREA B
SCALE: 3116" = V-0'
HEADER LEGEND: SEE SHEET S2-501 FOR
HEADER SCHEDULE
HL3-9.5/2.3
# 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 2X6 SPRUCE
PINE FIR NO 1/NO2
P1 INDICATES 6X6 DFL NO 1 AS JACK STUD
b
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 S2-001, UNLESS OTHERWSIE NOTED ON PLAN. ROOF SHEATHING IS APPLIED
PERPENDICULAR TO TRUSSES UNLESS OTHERWISE NOTED.
3. ALL LINES ON PLAN REPRESENTING ROOF FRAMING MEMBERS ARE 18° DEEP PRE-ENGINEERED PARALLEL CHORD PLATED
ROOF TRUSSES TO BE SPACED AT 24" ON CENTER, UNLESS NOTED OTHERWISE. DOUBLE LINES INDICATE MULTIPLE PRE-
ENS INEERED PARALLEL CHORD 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 (MAX.)
EXACT ROOF TRUSS/JOIST LAYOUT AND DIMENSIONS ARE THE RESPONSIBILITY OF THE TRUSS FABRICATOR AND FRAMING
SUBCONTRACTOR. ROOF TRUSS/JOIST 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.
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 BYAN ENGINEER REGESTERED IN THE STATE WHERE
THE PROJECT IS LOCATED.
4. ROOF TRUSS DESIGN LOADS AND CONSTRUCTION REQUIREMENTS ARE PROVIDED IN GENERAL NOTES ON SHEET S2-001
AND S2-002 WITH SNOWDRIFT AND WIND UPLIFT DIAGRAMS PROVIDED ON SHEET S2-115.
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 SEE,
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 WITHIN THE ROOF FRAMING. TOP OF HEADER SHALL
MATCH TOP OF ROOF TRUSS (TYP. UNLESS NOTED OTHERWISE).
12. ALL CS14 STRAPS SHALL BE BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT.
13. 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.
14. - DENOTES JACK STUDS
BLDG. 2
KEY PLAN
WOOLG ERT
MCNITECTNE �NGINEw11NGmGEGWATIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
F
E
W
ty
001
a--+
E
cam
•�
J
W
�
U
V I
O
CL
K
O
a
c
�
L
Q)
N
€ o
�
�
NV
�
U �
CD
o W
C V
O c
a—
LOE
U
m
So
Qlssuances:
Prom. No.: 074904
Date: 05/01/19
A Sheet Name:
BLDG. 2-ROOF
FRAMING PLAN
NORTH
Sol
W
S2-105
DATE: 10/31/19