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28 SPACES A 2' = 56'-0" l 7'-3 71T
3 SP. A 2'= 6' -O" 3' -4" 4' -8" 24,-0• 3 SP. 0 2' = 6' -O
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INTERIOR FACE OF MASONRY
-1 TYP.
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FIELD FRAMING
MINIMUM 2x6 MEMBERS
2' -11 7/8" 64'-8" 0 4 CORNERS)
64' -8" 2' -11 7 8"
70' -7 3/4-
(ALL FRAMING MEMBERS TO BE SPACED ® 2' -0 C/C U.N.O.) will
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3' -2 3 8' 44' -0'
3' -238"
50' -4 3/4! OVERALL DIMENSION TRUSS ONLY
NOTE
DIMENSIONS ARE GIVEN FOR FRAMING COMPONENTS ONLY.
SHEATHING, FASCIAS, ETC. ARE NOT INCLUDED ON THIS DRAWING.
NOTE: TRUSS WEBBING IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY.
REFER TO VENDOR'S SHOP DRAWINGS FOR ACTUAL CONFIGURATION.
J-1 1 ONLY OUTLINE DIMENSIONS ARE CRITICAL.
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TRUSS PROFILES
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ROOF FRAMING PLAN
GENERAL NOTES:
• CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL OF THE TRUSSES AND RELATED FRAMM
MATERIALS TO COMPLETE FRAMING AND PREPARE FOR DECK INSTALLATION PER THIS DRAWING.
• CONTRACTOR IS RESPONSIBLE FOR SUPPLYING AND INSTALLING ROOF DECK PER THIS DRAWING.
O ALL DIMENSIONS ARE TO CENTERLINES OF FRAMING MEMBERS.
I CONSTRUCTION NOTES: [
1. ALL TRUSSES, RAFTERS do GIRDERS CONNECTED WITH TWO SIMPSON H3 TRUSS ANCHORS PER BEARING
END (TYPICAL).
2. REFER TO TRUSS MANUFACTURER'S ASSEMBLY DRAWINGS FOR TYPE OF CONNECTION TO BE USED.
3. CROSS- BRIDGING TO BE AT 113 POINTS OR AS RECOMMENDED BY MANUFACTURER.
4. ROOF SHEATHING TO BE CDX PLYWOOD-(UNLESS OTHERWISE NOTED) WITH SIMPSON PSC CLIPS AT ABUTTING FREE EDGES
a 21 O.C. (STAGGER JOINTS 41 MI1"i PANEL THICKNESS, 8d NAILS • 4" O.C. EDGES, 6" O.C. FIELD.
LINTEL TABLE
TAG
SIZE
BEARING HT.
BEARING DIST.
COmmENTS
L -1
W1 6X45
91
16"
SEE DETAIL 'A' ON DRAWING -1
L -2
W16X45
9' -4"
16"
SEE DETAIL 'A' ON DRAWW #1 1
L -3
2 - 5" x 3 112" x 3/8' ANGLE
7' -4"
4"
I BACK -TO -BACK WITH T LEG UP
L -4
C8x13.75
121
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WEB HORIZONTAL W FLANGES DOw
TRUSS SPECIFICATIONS:
A. ROOF TRUSSES SHALL BE: WOOD TRUSSES DESIGNED ACCORDING TO THE STANDARD SPECIFICATIONS
FOR OPEN WEB WOOD TRUSSES, AS RECOMMENDED BY TRUSS PLATE INSTITUTE AND WOOD TRUSS COUNCIL
OF AMERICA.
B. TRUSSES SHALL BE INSTALLED AND BRACED ACCORDING TO THE TRUSS MANUFACTURER'S SPECIFICATIONS
AND DRAWINGS. SAID SPECIFICATIONS AND DRAWINGS SHALL BEAR THE SEAL OF A REGISTERED
PROFESSIONAL ENGINEER, AND A COPY SHALL BE GIVEN TO THE OWNER'S ENGINEER.
C. TRUSS SPACING SHALL BE AS SHOWN ON THIS DRAWING AND /OR SHALL BE DESIGNED FOR
THE FOLLOWING LOADING:
1. UNIFORM LOADS - -- LIVE LOAD 30 PSF MIN.
DEAD LOAD - TOP CHORD 10 PSF MIN.
- BOTTOM CHORD 10 PSF MIN.
2. MAXIMUM DEFLECTION OF FULLY - LOADED TRUSS = L/360
3. TRUSS -TO -WALL CONNECTION - -- LATERAL 400 LB.
DESIGN LOADS UPLIFT 600 LB.
4. BASIC WIND SPEED = 90 MPH.
LEGEND:
FRAMING MEMBER
LINTEL
BUILDING OUTLINE
BRIDGING
2x4 DIAGONAL BRACING
(3) 112- DAM. X 2 11r LG. THREADED STUDS
LINTEL 'L -4' (SEE TABLE) WITH NUT do WASHER -- WELD TO TOP
OF LINTEL AT 2' -0" C/C
2" X T TOP PLATE
INSULATED DUCT
ROOF TRUSS —/
SUSPENDED CEILING
INTERIOR WALL TREATMENT
PREPARED •-
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subWdlery of . 01 Compony
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TOP OF MASONRY (BEARING HT.)
-4I-
(2) REBAR I
)ND BEAM I
1/2' DIAM. X 5 LG. STEEL STUD
WELDED TO LINTEL W 2' SO.
X 1�4' TH. STEEL PLATE WELDED
TO ND. TWO STUDS AT 4: C/C
REQUIRED PER EACH BEARING
VIZ BOTTOM OF PENETRATION
CEILING HT.
PROVIDE WEATHERPROOF CLOSURE
ALL AROUND PENETRATION
SECTION THROUGH HVAC DUCT PENETRATIONS
SCALE 1 1 /7' a 1'-d'
Q 1996 EMRO MARKETING COMPANY
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STD. ROOF FRAMING PLAN
W/ GROUND —MTD HVAC
REAR ISLAND STORE
41 x 64 ' -g'
LEFT HAND BUILDING
4" =1 l 1 DATE I FILE 45 —RL
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