HomeMy WebLinkAbout186ROOF SHEATHING
TYPICAL NAILING OR
NAIL @ 4" O.C. @
EDGE NAILING EDGE NAILING ROOF SHEATHING EDGE NAILING SHEAR WALLS/ EDGE NAILING
.148"4X3 1 4" NAILS
ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING
ROOF TRUSS ROOF TRUSS
SEE PLAN AT NON SHEAR WALL SEE PLAN
LOCATIONS USE .148"4X3 1/4"
AT NON SHEAR WALL LOCATIONS NAILS @ 12" O.C.
USE .148"4X3 1/4" NAILS @ 12" O.C. T ROOF TRUSS OR DRAG TRUSS AT SHEAR WALL LOCATIONS ROOF TRUSS
ROOF TRUSS SHEAR WALL LOCATIONS PROVIDE DOUBLE LOCATIONS AT CONTINUOUS 2X SEE SHEAR WALL NAILING CONTINUOUS 2X SEE PLAN
AT NON SHEARWALLS USE SEE SHEAR WALL NAILING CHART SHEAR WALL TRUSSES WHERE CHART ON ROOF FRAMING
.148"4X3 1/4" NAILS @ 12" O.C. ON ROOF FRAMING DETAIL SHEET. TWO DRAG FORCES ARE DETAIL SHEET
AT SHEAR WALLS SEE SHEAR WALL INDICATED ON FRAMING PLANS.
NAILING CHART ON ROOF FRAMING CONTINUOUS 2X
DETAIL SHEET EDGE NAILING EDGE NAILING EDGE NAILING
EDGE NAILING EDGE NAILING 2X BLOCKING
2X CONT. 2X CONT.
NOTE:
ROOF TRUSSES ABOVE SHEAR WALLS
SHALL BE DESIGNED FOR DRAG
FORCE (D.F.) LOADS INDICATED INTERIOR EXTERIOR AT NON SHEAR WALL LOCATION
USE 16d NAILS @ 12" O.C. ROOF TRUSS
ON ROOF PLANS. WHERE DRAG FORCE NOTE: ROOF TRUSSES ABOVE SHEAR WALLS SHALL AT SHEAR WALL LOCATIONS SEE PLAN
LOADS ARE NOT SHOWN, TRUSS SEE STUD SCHEDULE BE DESIGNED FOR DRAG FORCED.F. LOADS
LL BE DESIGNED FOR ( ) SEE SHEAR WALL NAILING EDGE NAILING
SHA
SEE STUD SCHEDULE SHA PLF LATERAL LOAD. AND SHEAR WALL SCHEDULE INDICATED ON ROOF PLANS. WHERE DRAG LOADS CHART ON ROOF FRAMING 7
AND SHEAR WALL SCHEDULE AS NOTED ON PLAN. ARE NOT SHOWN, TRUSS SHALL BE DESIGNED DETAIL SHEET. ROOF CLIP
SEE STUD SCHEDULE AND
AS NOTED ON PLAN FOR 360 plf LATERAL LOAD. SEE ROOF FRAMING PLAN
7 SHEARWALL SCHEDULE AS FOR TYPE AND SPACING
ROOF TRUSS PARALLEL W/ WALL
NOTED ON PLANS.
ROOF TRUSS 2 HR SEPARATION WALL 12 ROOF TRUSS at PARTY WALL 10 ROOF SHEATHING ROOF TRUSSES at PARTY WALL 4
ROOF SHEATHING
ROOF SHEATHING ROOF SHEATHING OPEN FOR VENTALATI N
ROOF SHEATHING EDGE NAILING ROOF TRUSS ROOF TRUSS2X4 FLAT 58150 DETAIL R1I/S8.50
EDGE NAILING ROOF TRUSS ( BLOCKS S8 (TYP.)X X EVERY EVERY 3rd BAY,
EXCEPT @ SHEAR WALL. ROOF SHEATHING
TRUSS BLOCK
ROOF TRUSS TRUSS BLOCKI M I
SEE PLAN
ROOF SHEATHING
EDGE NAILING EDGE NAILING
ROOF SHEATHING
EDGE NAILING
W Li /I //)
148"4X3 1 /4" NAILS ROOF TRUSS 2X4 BLOCKS
.SEE PLAN 2X CONT. W/ 1 BAY Project
2X CONT. W/ 3-16d NAILS TYP.
DOUBLE TOP PLATE BARRINGTON
3-16d NAILS TYP. CLIP SEE ROOF NOTES S6.01
SEE ROOF NOTES ON S6.01
N at CARMEL
.148"4X3 1/4" NAILS @ 4" O.C. ROOF CLIPS NOT USED IF TRUSS
SEE ROOF FRAMING PLAN BLOCKS ARE USED IN
AT NON SHEAR WALL LOCATIONS FOR TYPE AND SPACING
AIL 1.
USE .148"4X3 1/4" NAILS @ 12" O.C. CARMEN, INDIANA
AT SHEAR WALL LOCATIONS SEE STUD SCHEDULE EXTERIOR WALL DETAIL 3 LECEM CO%�u CWM
SEE SHEAR WALL NAILING CHART AND SHEAR WALL SCHEDULE
ON ROOF FRAMING DETAIL SHEET AS NOTED ON PLANS
ALTERNATE DETAIL
NAIL @ 6" O.C. ROOF SHEATHING
EDGE NAILING ROOF TRUSS
SEE WOOD FRAMING
SPECS. FOR NAIL SIZE.
.148"4X3 1/4" NAILS ROOF SHEATHING
2X BLOCK �
EDGE NAILING
ROOF SHEATHING
EDGE NAILING EDGE NAILING
EDGE NAILING EDGE NAILING
CONSULTING
2x4 FLAT BLOCK ENGINEERS
ROOF TRUSS
STRUCTURAL CONSULTANTS .
urt
SEE PLAN
2X FLAT BLOCK 1z511E 'yas 77
2 X CONT. W / Sugar Land, Texas 77478
2X FLAT BLOCK
3-16d NAILS TYP. 713.779.7252 800.422.7252
WALL EDGE NAILING FAX: 713,779.1173
148"�X3
1/4" NAILS WALL EDGE NAILING WALL EDGE NAILING www.scaengineers.com sca@scahouston.com
www.scaen eers.wm
R 0 0 F TRUSS Louisville, Kentucky 502.426.6789
SEE PLAN
DOUBLE TOP PLATE 17
DOUBLE TOP PLATE Orlando, Florida 407.893.6200
V
WALL OR SHEARWALL Copyright @ SCA Consulting Engineers
.148"4X3 1/4" NAILS @ 4" O.C. ROOF CLIPS WALL OR SHEARWALL This document is copyrighted and is an instrument of
SEE ROOF FRAMING PLAN SEE PLAN CLIP ARRANGEMENTSEE PLAN service for the specific Project for which it was prepared.
ared.
AT NON SHEAR WALL LOCATIONS FOR TYPE AND SPACING CLIP ARRANGEMENT BLOCKING NOT SHOWN FOR NOTE:CLIP ARRANGEMENT BLOCKING Reuse, copying or modification of this document whether in
USE .148"4X3 1/4" NAILS @ 12" O.C. BLOCKING NOT SHOWN FOR CLARITY. SEE NOTES ON NOT USED IF TRUSS NOT SHOWN FOR CLARITY. hard copy or electronic format other than for the specific
AT SHEAR WALL LOCATIONS SEE STUD SCHEDULE AND CLARITY. SEE NOTES ON ROOF PLAN FOR TYPES AND BLOCKS ARE USED IN SEE NOTES ON ROOF PLAN purpose intended, without written permission from SCA
FOR TYPES AND S PAC I N GS. Consulting Engineers is a violation of federal copyright law.
SEE SHEAR WALL NAILING CHART SHEAR WALL SCHEDULE ROOF PLAN FOR TYPES AND SPACINGS. DETAIL 1. The ideas,concepts, inventions or methods described herein are Patent
ON ROOF FRAMING DETAIL SHEET AS NOTED ON PLAN SPACINGS. Pending and are the sole property of SCA Consulting Engineers,
INTERSECTING ROOF TRUSSES 11 BLOCKING DETAIL 9 BLOCKING DETAIL 6 VENT BLOCKING DETAIL 2 ISSUE DATES
4—.148 �X3 1 4 NAILS Design Development �st�i�ri��f
06-06-11 1Na�
.148" OX3" NAILS @ 4' O.C.
FTYP.
Bid Issue
ROOF SHEATHING """""
2X4 ANGLED @ 45° ROOF SHEATHING ROOF TRUSS 08-01-11
1 98 =
EDGE NAILING��
Construction -
2X VERTICAL BLOCKING — SOLID Issue
"4X3 1 4" NAILS Gam' �4
2 X 6 BLOCK 2— 148 ROOF TRUSS (QR TRUSS BLOCK IF BLOCKING xxxxx
/ SEE PLAN IS OVER 11 1/4" TALL i�►i «N��' tfi�
TYP. 2X6 BLOCKING �✓
ROOF BEYOND TRUSS
ROOF ROOF SHEATHING ROOF SHEATHING trrttt�tttt
DIAGONAL TRUSS I SEE PLAN EDGE NAILING 16d NAILS @ 6" O.C. Revisions
I ISEE PLAN
2 X 4 (MIN. RIPPED TO 2" EDGE NAILING
WIDE BLOCK
/
DIA 4—.148"4X3 1/4" NAILS IN CLIP 2X CONT. W/
2 X 4 ( IN EACH BLOCK SEE ROOF 3-16d NAILS TYP. 2X BLOCKING
2 X 6 BLOCK
1 PLAN NOTES 16d NAILS @ 6" O.C.
TOP PLATE TO ROOF TRUSS CLIP EDGE NAILING
— STUD TO TOP PLATE CLIP SEE ROOF PLAN NOTESWALL EDGE NAILING ROOF FRAMING DETAILS
SEE ROOF PLAN NOTES ---- ----
'. , _
DOUBLE
TOP PLATE ___ 2—.148" OX3 1 /4" NAILS DOUBLE TOP PLATE
----------------- -- ------
TYP. (TOE NAIL AS NEEDED) A34 CLIP @ EA. BLOCK
i' P/'1RTLAL SECTION 2X CONT W/ WALL OR SHEARWALL
A 3—.148"4X3 1/4" NAILS SEE PLAN
� TYP.
FULL HEIGHT WOOD WOOD BEAM CLIP ARRANGEMENT BLOCKING SCALE: r = T -O'
NOTES: TYP. FULL LENG H OF BUILDING A BLOCKING BETWEEN EA. SEE PLAN NOT SHOWN FOR CLARITY.
1. PROVIDE TRUSS BLOCKS AT ALL BAYS LESS THAN 3'-0" TALL IN LIEU OF DIAGONAL 2X4 FRAMING. ARTIATRUSS SEE NOTES ON ROOF PLAN
2. AT PIGGY BACK LOCATIONS, PROVIDE DIAGONAL BRACING BETWEEN EACH LEVEL OF TRUSSES. FOR TYPES AND SPACINGS. Drawn LHB Project 211071
3. IF DIAGONAL 2X4 FRAMING IS SPLICED, ENDS OF SPLICE MUST LAP ONE BAY (2 TRUSSES) MINIMUM. Sheet
Check
BRACING a ROOF TRUSS 8 ROOF TRUSS AT BEAM 5 BLOCKING DETAIL 1 Date S8.50-1
DRAWING NAME S85X ROOF FRffl+G0—DEiTAL$ JaWgbegnaudl