Plans (85) • VALIDITY OF PERMIT
f THE ISSUANCE OFA PERMIT
BASED ON CONSTRUCTION LIABILITY
Jnr IMFNTS AND OTHER i he City of Tigard and its
DATA SHALL NOT PREVENT employees shall not be
THE CODE OFFICIAL FROMOFFICE COPY �onsihle eS for discrepancies e
e
REQUIRING THE CORRECTION
OF ERRORS.ORSC 105.4
which may appear h"'rein. Cons*gEn:lagers
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PA WORM Fs sousum
GENERAL STRUCTURAL NOTES x-%51 PROc-4-ss
(E)2X0 RAFTERS G'-G" 9'-0" (E) 1/2"05B ��5 T�NGI NSR /O4
GENERAL PROJECT NOTES @ IG"0.C.,TYP. E)HDR 4X12 SHEATHING(V.I.F.) 4, y
I. ( '' 712662E
THE GOVERNING CODE IS THE 2012 INTERNATIONAL STRUCTURAL .,
CODE(IBC/AS AMENDED BY THE 20 4 OREGON STRUCTURAL +
SPECIALTY CODE(055C) _ OPENING I0 illi w..,0
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2. UNLESS OTHERWISE NOTED.MATERIAL AND DESIGN —L —11— , , O� ry
SPECIFICATIONS CITED HEREIN SHALL BE THOSE CONFORMING , OQ
WITH THE VERSION OF THE APPLICABLE SPECIFICATION OR CODE J !Dr
MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITIES. — I — I� — 9G- � 10 L ,
THESE STRUCTURAL NOTES ARE TO BE USED ASA SUPPLEMENT. // % 4,98• K AMP P
3. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE I I /�/`/jJ���/'/.//' b
OF THE SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR - —t' / / �— EXPIRES: 6 30//19
CONDITIONS,SUBJECT TO REVIEW BY THE PROJECT ARCHITECT �� �.,. S..
AND ENGINEER. /.��7
4. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR �il
SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THEI
MANUFACTURER'S INSTRUCTIONS, -1
— -L_
5. CONTRACTOR SHALL COMPARE ALL CONDITIONS AND I
DIMENSIONS WITH STRUCTURAL PLANS AND DETAILS AS SHOWN - _
IN THIS SET.AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES I O' 0
RIGHT AWAY. iG`.i
G. CONTRACTOR SHALL VERIFY EXISTING WOOD MATERIALS AND _ —I_I '4" a
CONNECTORS NEE CONDITION,AND REPLACE ANY DAMAGED W A
MEMBERS(AS NEEDED). II
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STRUCTURAL LUMBER AND CARPENTRY 'r71)
7I ' (t)2XG-RIDGt BUAKD 4X3'OPENING P4 y,
I. STRESS GRADES AND STRESS CRITERIA FOR SAWN LUMBER AND GLUEY
LAMINATED MEMBERS SHALL BE BASED ON TABLES 4A AND SA FOUND IN _- -L_
THE NATIONAL DESIGN SPECIFICATIONS PREPARED BY THE NATIONAL —
FOREST PRODUCTS ASSOCIATION-LATEST EDITION. El I i I d
2. ALL BEAMS,COLUMNS AND RAFTERS SHALL BE STRESS GRADE
LL--,-.
DOUGLAS FIR#2
3. TOG ROOF DECIJNG AND WOOD BLOCKING SHALL HE STRESS GRADE
DOUGLAS FIR#2
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4. LUMBER PERMANENTLY EXPOSED TO WEATHER SHALL BE PRESSURE 1 i ,j— — 14
TREATED.
5. EXPOSED WOOD SHALL BE FINISHED USING OUTDOOR WOOD STAINS, 1
PAINTS,AND/OR CLEAR SEALANTS. i, 11_
—
t,. MOISTURE CONTENT SHALL BE BELOW 19%AT TIME OE DELIVERY. -1
ALL MEMBERS SHALL BE NOTCHED,SHAPED AND FINISHED IN — —I-
ACCORDANCE WITH PLANS AND SPECIFICATIONS. 1 II
b. ALL MACHINE BOLTS CONNECTING WOOD MEMBERS ON THE PLANS — i f 1 O 'C C0 IC
SHALL CONFORM TO ASTM A 307,GRADE A.PLACE MALLEABLE IRON �_I
OR STEEL PLATE WASHERS UNDER THE HEADS AND/OR NUTS OF ALL
BOLTS WHEN BEARING DIRECTLY ON WOOD. — - O o
O. DIAMETERS OF PRE-DRILLED HOLES FOR BOLTED CONNECTIONS SHALL I - I Z H1
BE MADE NO LARGER THAM"OVERSIZED. - 1110 Z o E' o Q Z
IP. PRE-MANUFACTURED WOOD CONNECTORS SHALL BE PURCHASED FROM. 'i i ter( o `L R E
SIMPSON STRONG-TIE COMPANY,INC.NO SUBSTITUTIONS. - I 0 1.:.
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