HomeMy WebLinkAbout(08) S2-50311
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WINDOW SEE ARCH.
3/4' GYP-CRETE (TYP.)
FLAT FLOOR TRUSS
APA RATED SHEATHING
TOP/GYPCRETE
PRE-ENGINEERED
WOOD TRUSS.
2x STUD WALL
SEE SCHEDULE-
HEADERSEEPLANS
SECTION
SCALE : 1' = V-0'
FINISH FLOOR
SEE PLAN
MASONRY ELEVATOR WALL
SECTION
SCALE : 1' = V-0'
SIMPSON PA18 ANCHORS
AT 24' O.C. (TYP.)
3/4' GYP-CRETE
(TYP. AT FLOORS)
FLAT FLOOR T
APA RATED SHEATHIN
TOP /GYPCRETE
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations N
of State and Local Codes
City of Cannel
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DATE: 10/31/19
PRE -
woo
CAPSTONE MAY OCCUR
SEE ARCH.
2x6 SILL WALL MAY OCCUR
CONT. 2x8 RIBBON BOARD
(2) 2x TOP PLATE
MASONRY VENEER MAY OCCU R, SEE ARCH.
SHEATHING, SEE ARCH.
GALV. LOOSE L LINTEL SEE
SCHEDULE ON S2-001
SIMPSON HUCQ610-SDS HANGAR,
ATTACHED TO CMU WALL WTIH
(14) 1/4' KW IK HUS-EZ ANCHORS
BUSS
G
ENGINEERED
METAL
ANO
MFGR.
Ix
rm rn
Lv1IN
D TRUSS.
HANGER TO BE SIZE
PROVIDED BY TRUSS
18' LVL LEDGER WITH /`
r
„(
(2) 1/2' DIA. A.B. @ 2'-0' O.C.
WOOD FLOOR TRUSS PER PLAN
AT SIM. PLATED ROOF TRUSS
WOOD BEAM;
REF. PLAN AND ELEVATIONS
NOTE:
AT SIM. PLATED ROOF TRUSS; PLACE
ANCHOR PLATE AT BOTTOM OF TRUSS
16' BOND BEAM WITH
(2) #4 CONT.
FOURTH FLOOR
AT SIM: UPPER ROOF
FLOOR SHEATHING
PER PLAN
3RD FLOOR
1u:
SIMPSON CC66
COLUMN CAP
/ 3/16 V
1/4' SIDE PLATE EACH
SIDE W/ (4) 518- DIA.
A36 THREADED ROD
THROUGH BOLTS
SECTION
eUALL T' = T-U
SIMPSON PA18 ANCHORS
AT 24' O.C. (TYP.)
3/4' GYP-CRETE
(TYP. AT FLOORS)
FLAT FLOOR TRUSS
APA RATED SHEATHING A
TOP/GYPCRETE
CTION
1' = r-0'
PRE-ENGINEERED
WOOD TRUSS.
METAL HANGER TO BE SIZ
AND PROVIDED BY TRUSS
MFGR.
13/4'x18' LVL LEDGER WITH —
(2) 1/2' DIA. A.B. @ 2'-0' O.C.
41
O
WOOD FLOOR TRUSS
PER PLAN
AT SIM: PLATE WOOD
ROOF TRUSS
O
6x6 SPRUCE PLATE FIR NO. 1
_II xll,'n II— WOOD POST BCBC6 CAP
(THROUGH FLOOR
TOTO TN TOP OF BEAM)
I
DOUBLE TOP PLATE
I
2x FRAMING; MATCH SIZE AND
SPACING OF WALL ABOVE
WOOD FLOOR TRUSS
PER PLAN
O O .
d' NYY� WOOD BEAM; REF. PLAN
11 AND ELEVATIONS
PLATE 3/4x6 1/2x0'-1 V
HISS 5x5 COLUMN; REF. PLAN
AND ELEVATIONS
NOTE:
AT SIM. PLATED ROOF TRUSS; WOOD
POST ABOVE WOOD BEAM DOES NOT
OCCUR.
3/8'x10'xCONT. EMBEDDED PLATE
WITH (2) 1/2' DIA. x 6' STUDS AT 16'
O.C. EXTEND PLATE 6' EACH SIDE BEYOND
DOOR OPENING
ANGLE FOR ELEVATOR DOOR
BY G.C. COORDINATE LOCATION
WITH ELEVATOR SHOP DRAWINGS
DOUBLE BOND BEAM WITH
(2) #4 CONT.
74,E
WOOLG ERT
MCHITEMM IENGINEMINGIGEO V ATIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Issuances:
T� oeswenax —F—MM-1
Prom. No.: 074904
Date: 05/01/19
A Sheet Name:
TYPICAL WOOD
FRAMING DETAILS
6*4MIN]