HomeMy WebLinkAboutSframing 2nd Floor and Roof 4-2 V1R02
S4.1
R20
S4.1
HIGH ROOF FRAMING PLAN ELEVATION '0'
SCALE: 1 /4"=1'-O"
SIV
ROOF TRUSSES PER MANUF
SIM.
24" MAX- O.0 SPACING
L02B
L11
L02B
S4.1
S4.1
54.1
--
-------------
-_—
LOCATION
OF
PLUMBING
DROP
(TYPICAL)
(2) 2x4
BUILT-UP
COLUMN
LUS410 —
OR HANGER
PER MANUE
(2) MTS12 TO 5-1/4"0"
PSL (CONT. THRU TOP PLATES).
DTT2Z w/ 1/2" ATR w/
SET-XP EPDXY TO FOUNDATION,
MIN. 8" EMBED
18" TRUSS PER MANUF.
@ 24" O,C. MAX, SPACING
(2) 2x4
BUILT-UP
COLUMN
OR GIRDER PER MANUF
LUS410
EllOR HANGER
PER MANUF
o
18" TRUSS PER LIABLE. —
@ 24" O,C MAX. SPACING
(2) 2x4
BUILT-UP
COLUMN
LOCATION OF PLUMBING
DROP (TYPICAL)
(2)MTS12 TO 5-1/4„x7„
PAL (CONT, THRU TOP
PLATES). DTT2Z w/
1/2" ATR w/ SET-XP EPDXY
TO FOUNDATION, MIN. 8" EMBED
ROOF TRUSSES PER MANUF.
24" MAX O.0 SPACING
ROOF TRUSSES
PER MANUF.
24" MAX.
O.C. SPACING
PC
R02
54.1
_ R09
S4.1
SIM.
ROOF & FLOOR FRAMING READ ELEVATION V
SCALE: 1 /4"=V-0"
GENERAL NOTES
1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS.
2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL
HEIGHT DETAIL.
3- ALL INTERIOR CEILING SHEATHING TO BE GYPSUM.
4. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 " APA RATED
SHEATHING.
5- FLOOR SHEATHING (IF APPLICABLE) SHALL BE 2Y32" MIN.
6- REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS.
7_ U.N.O- INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN
ARCHITECTURAL DRAWINGS.
8- PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO
FOUNDATION BELOW.
TRUSS NOTES
UNLESS OTHERWISE NOTED ON PLANS.
1. ALL TRUSS STRAPS TO WOOD TO BE SIMPSON H25A. WHEN
INSTALLED ON EXTERIOR WALLS SHALL BE CONNECTED THROUGH
EXTERIOR SHEATHING, (2) H25A TO BE USED TO MULTI -PLY
TRUSS, (1) EACH SIDE w/8d NAILS MIN. SIMPSON H25A MAY BE
USED ON JACK TRUSSES ON THE EXTERIOR OF THE WALL w/8d MIN.
2. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND
ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER.
CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A
LETTER FROM THE ENGINEER OF RECORD.
LEGEND
DETAIL INDICATOR
SHT
CROSS HATCHED AREA INDICATES EXTENT OF
GABLE END BRACING
TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE
PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL
CONNECTIONS. THIS LAYOUT HAS BEEN PROVIDED BY A
THIRD PARTY FOR EXAMPLE PURPOSES ONLY; THE ACTUAL
TRUSS MANUFACTURER LAYOUTS ARE TO BE USED FOR ALL
STRAP LOCATIONS. PER BUILDING CODE STATUES, THE
ROOF AND/OR FLOOR SYSTEM HAS BEEN DELEGATED TO
THE TRUSS MANUFACTURER'S PROFESSIONAL ENGINEER.
'NOTE: JOIST SPACING WILL VARY BASED ON JOIST
MANUFACTURER AND TYPE - DUE TO THIS, THE FLOOR
SYSTEM HAS BEEN DELEGATED TO THE JOIST SUPPLIER. SEE
SUPPLIER'S LAYOUT FOR JOIST TYPE AND LAYOUT. SUPPLIER
SHALL COMPLY WITH CODE NOTED ON THESE DRAWINGS AND
ANY CLIENT SPECIFIC SERVICEABILITY CONCERNS (I.E.
DEFLECTION CRITERIA EXCEEDING CODE MINIMUM OR
DIFFERENTIAL DEFLECTION LIMITS BETWEEN MEMBERS)
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+ 1 813.466.3310
Minnesota
6500 City West Pkwy
Suite 300
Eden Prairie, MN 55344
+ 1 612.607.0115
www.fieldstoneae.com
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■ BEJAMIN NIESE, PE
P.E. # 19770 IDAHO
03/17/2022
DATE
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19770
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6 OF NO �!
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DRAWN BY: -----------
VERSION: 1.0
SHEET NAME
ROOF & FLOOR
FRAMING PLANS
SHEET #
S11 Q