HomeMy WebLinkAbout10 Old Townhouse Road Detail DrawingsEND OF BUILDING
ENDWALL COLUMN
GABLE RAKE ANGLE
012 S. D. SCREW ROOF PURLINSIDEWALL SIDEWALL BOLT, 0.5'
ENDWALL COLUMN T
GIRT GIRBY 1.25'(TYP.) DOOR JAMB
° ENDWALL BOLT, 0.5'
RAFTER BY 1.25 (TYP) WELDED
PLATE RIGID FRAME COLUMN W R COLUMN II
O O II
0 0 io-001
0 0 o BOLTS,
5'x1.0'
PAN HEAD
BOLTS, 0.625'
ENDWALL BY 1.50' 0 0 o HOLT
RAFTER WELDED PLATE 0 0
BOLT, 0.5' ENDWALL RAFTER WELDED
BY 1 I/4'<TYP) PLATES ENDWALL WELDED ENDWALL BASE PLATE
GIRT FILLER (GF -ll GIRT PLATES GIRT BASE PLATE
ENDWALL COLUMN ENDWALL GIRTS
GIRT FILLER <GF -2) PLAN ELEVATION PLANELEVATION
ENDWALL COLUMN '.
CORNER COLUMN T❑ ENDWALL COLUMN T❑ WALL GIRT D15 CORNER COLUMN T❑ WALL GIRT D17 CORNER COLUMN T❑ WALL GIRT BASE PLATE FOR ENDWALL BASE PLATE FOR ENDWALL
B16 3 ENDWALL RAFTER T❑ COLUMN C 6 8 E 3 COLUMN COLUMN ❑R DOOR JAMB
P,% SECTI❑N THRU ENDWALL RAFTER O ENDWALL RAFTER
O
GABLE
BOLT, TYP. RAKE EAVE STRUT
0.5' x 1.25' EAVE STRUT ANGLE DOOR JAMB
ENDWALL #12 S. D. SCREW WALL GIRT
RAFTER BOLT, 0.5'
O O FRAME CONNECTION CONNECTION
BOLTS, 0.5'V
ROOF COLUMN BY 1.25' PLATE PLATE
O O x 1.25' (TYP CC 76830 0 76800
FOANGN WELDED PLATES
BRACE DOOR JAMB
BOLT, 0.5'IO O o BY 1.0' DOOR L, FRAME BOLTS, FINNECK o JAMBO O 0.5' x 1.5' BOLTL—
ER COLUMN SECTION ELEVATION DOOR HEAD RCOLBOLT
UMN, RIGIDGEIF PRESENT RAFTERE WALL GIRT BOij,, O.I$YP) CONNEC#TID 830LATE WALL GIRT 0.50' BY 1.0' FINN K BOLT
ONLY GIRT FILLER (GF -1) BOLT, 0,5 x 1.25' SECTION ELEVATION
SEE ENDWALL DRAWING NOTED ATTACH W/#12 SCREWS SECTION ELEVATIONFOR BOLT DIA AND TYPE. AME ENDWALL RAFTER BOLTS, 0.50' BY 1.25' (TY )
cnDN DC'OR JAMB T❑ WALL GIRT DOOR HEADER TO DOOR JAMB
RAFTER SPLICE G2 ROOF PURLIN TO INTERIOR FRAME RAFTER H6 WALL GIRT TO FRAME COLUMN Ig EAVE STRUT T❑ ENDWALL RAFTER J3 EAVE STRUT T❑ RIGID FRAME KZ WALL GIRT TO DOOR JAMB G MZ
12 AT SURFACE CHANGE O O
SIDEWALL COLUMN
RIGID FRAME WEB STIFFENERS RIGID FRAME WEB STIFFENERS RIGID FRAME WEB STIFFENERS
SHOP CLAMP ❑N CABLE TT BASE ANGLE 0 0 RAFTER F REQUIRED RAFTER IF REQUIRED RAFTER IF REQUIRED
WALL PANEL --TOP BOLTS, SEE
O 0 DRAWING FOR SIZE. BOLTED 0 0
COLUMN OR IITOP
RAFTER WED END PLATE 0 0 �DRAWING TFOR E SIZE.
—INTERMEDIATE BOLTS, TOP FLANGE
HILLSIDE 1 1/2' o O THE NUMBER OF TOP
CABLE WASHER II BASE TRIM CONCRETE OR BOTTOM BOLTS 0 0 —INTERMEDIATE BOLTS,
FLAT O O CITHT) FOUNDATION GREATER THAN FOUR, WEB THE NUMBER OF TOP
WASHER 0 0 OR BOTTOM BOLTS
EYEBOLT ANCHOR FIELD DRILL WEEP HOLES —I___ GREATER THAN FOUR.
AS REQ'D. J—BOTTOM BOLTS, SEE
BOLTS O 0 DRAWING FOR SIZE,BO O O
SLOT IN WEB TO INSERT NUT BASE PLATE BY OTHERS, MUST BE ADEQUATE FLANGE �DRAWINGBOTTOM B�ORSS ZEE INTERIOR INTERIOR
TO SAFELY RESIST THE LOADS EXTENSION BEYOND FLANGE IS o 0
HILLSIDE WASHER IN THE REACTION REPORT.
OPTIONAL, AT TOP & BOTTOM. COLUMN COLUMN INTERIOR
AND EYEBOLT PLAN ELEVATION COLUMN
ANCHOR BOLTS r1 SECTI❑N THRU WALL PANEL BOLTED END PLATE CONNECTION U 3 BOLTS FOR RAFTER TO INTERIOR COLUMN TO RAFTER V 2 INTERIOR COLUMN TO RAFTER �/ 3 INTERIOR COLUMN TO RAFTER
(�2 DIAGONAL CABLE, EYEBOLT END R1 AT SIDEWALL COLUMN O AND CONCRETE FOUNDATI❑N U2 AT BUILDING PEAK O COLUMN CONNECTION �/1
O O
1/4"-14 x 7/8 TRAXX 1
TRIM SCREW
012" O.C.
GUTTER STRAP
AT 1'-0" O.C.
ATTAC W/3 STITCH
SCREWS2,
GUTTER
°
12-14 x 1-1/4 TRAXX 2
WALL SCREW
PATTERN #1
INSIDE CLOSURE
12-14 x 1-1/2 TRAXX 2 MAXISEAL
ROOF SCREW
PATTERN #2
INSIDE CLOSURE W/TAPE
SEALANT (TOP & BOTTOM)
ROOF SHEET
/I EAVE STRUT
REVERSE ROLL WALL PANEL - `Y
GUTTER DETAIL.- STANDARD EAVE TRIM
USE (2 TRAXI 10-16 0 EAVE TRIM LAPS
USE �5) TRAX1 10-16 0 GUTTER LAPS
12-14 x 1-1/4
TRAXX 2 WALL SCREW
PATTERN #1
SHEETING ANGLE
(PAN40204)
12-14 x 1-1/4
TRAXX 2 WALL SCREW
PATTERN #1
STANDARD RAKE TRIM
1/4"-14 x 7/8
TRAXX 1 TRIM SCREW
® 12" O.C.
INSIDE CLOSURE
WALL PANEL
RAKE DETAIL - STANDARD RAKE TRIM
USE (6) TRAX1 10-16 ® TRIM LAPS
. „" I ., I ,o T VV + uAXISEAL
WALL SCREW /0 20" O.C.
DOOR JAMB TRIM DETAIL
USE (4) TRAXI 10-16 G TRIM LAPS
HEADER -
PATTERN ?2
12-14 x 1-1/4
TRAXX 2 TRIM SCREW PATTERN #1
0 20" O.C.I STITCH SCREW ® 20" O.C.
riln r
JAMB COVER TRIM
(OPTIONAL)
HEADER TRIM DETAIL MULTI -RIB PANEL FRAMING AND STITCH SCREW PATTERNS
SILL TRIM DETAIL (INVERTED)
USE (4) TRAX1 10-16 0 TRIM LAPS
DOOR JAMB
12-14 x 1-1/4 TRAXX 2
TRIM SCREW ® 20" O.C.
HEADER COVER TRIM
(OPTIONAL)
12-14 x 1-1/4 TRAXX 2
WALL SCREW
PATTERN #1
REVERSE ROLL WALL PANEL
WALL PANEL TO GIRT DETAIL
PATTERN #1
WALL GIRT
CORNER DETAIL
_INE
NORTHERN BUILDING SYSTEMS
Dalton. MA 413-684-9916
Tri -Count Con'tractors
DETAIL DRAWINGS
Media One DESIGN, DRAFTMJC CHECK,
10 Old Town House Road DATE( 1/11/99 1 SHEET 6
Yarmouth, MA JOB NUMBER 990101