Specifications r Nc S TAoI ovc20
REC (/21.o 5w 7 s
LTC
JAN 1 9 2016 10372 SW Bonanza Way
y�
M Tigard, OR 97224
LAUREN THOMAS CITY OF MAO 503-317-1023
CONSULTING,LLC BUMPING nIVISIW. Ltcstructural@gmail.com
Tucker/ Tuggy Remodel
11290 SW 95th Ave
Tigard, Oregon
4 ,
Client: Tucker/ Tuggy OFFICE COPY "
LTC#: 15-187
Date: 1/11/16 '"
By: Lauren Thomas, P.E. Com,or TIGARD
REVIEWER CODE COMPLIANCE
THESE CALCULATIONS ARAIWW11' F Sr t
OTC:
Permit#: M s± a,o t 6 - 6
Address: 1 1a90 s .r la✓
k\-\\ Suite #:
h , f,,% Y: Date: j /a 9)1.0
,'839PE $ �
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AND SIGNATUREyANOT ORIGINAL
No. of Calculation pages included: 2 pages
Engineer has been retained in a limited capacity
for this project. The design of this project is based
upon information provided by the Client who is
solely responsible for the accuracy. No
responsibility and/or liability is assumed by, or is
to be assigned to the Engineer for items beyond
that indicated on these sheets. Not valid without
original signature in blue ink.
1
Project Design Criteria
Design per 2012 International Building Code as revised by the State of Oregon.
Provide vertical analysis of new door opening remodel.
a) Floor live load: 40 psf
b) Roof Live Load: N/A
c) Roof Snow Load: 25 psf
d) Wind Design: N/A
e) Earthquake Design: N/A
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Project Name Tucker/Tuggy Remodel Project# 15-187
LTC
LLocation 11290 SW 95th Ave Tigard , Oregon
L.4 IF n In,:awn,
eore.:nru°.t:,_ Client Tucker/Tuggy
10372 SW Ronann Wal
Tigard,OR 97224
W3-317-1023 By LMT Date 1/6/16 Page 1 of
Itcstructurala gmad.com
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Project Name Tucker/Tuggy Remodel Project# 15-187
LTC Location 11290 SW 95th Ave Tigard, Oregon
Client Tucker/Tuggy
10372 SK Bonama N a,
Tigard.OR 97224
503-317-1023
licstructurao gmail.com By LMT Date 1/6/16 Page 2- of -2--
. _ _ _.... .
•
STRUCTURAL NOTES
AI
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AU.CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL
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(N) 4X10 DF/L #2 BEAM l-�1h'n�'`' BUILDING CODE(IBC)2009 EDITION AS AMENDED BY THE STATE OF OREGON IN THE
<.'+.1.,i ''R"/;< 2010 OSSC AS WELL AS LOCAL CODES AND REGULATIONS.• `�%� DESIGN CRITERIA: LAUREN THOMAS
(N) 2-2X4 STUDS UNDER BEAM /�j'CT' WIND SPEED N/A
USING ACE4 POST CAP AT TOP AND � J'="L SNOWLOADSLOADS 25PSF CONS LTING,LLC
(2) A35 CLIPS TO SILL PLATE AT BOTTOM g\ SOL
iALL F ITS PARTS MUST BE ADEQUATELY BRACED AGAINST
SF 10372 SW BONANZA WAY
W/ 2X KING STUD TO TOP PLATE i ": STRUCTURE AND
WIND.LATERAL EARTH,AND SEISMIC FORCES UNTIL THE PERMANENT TIGARD, OREGON 97224
TYP EACH END OF BEAMf LATERAL-FORCE RESISTING SYSTEMS HAVE BEEN CONSTRUCTED AND AU. 503-317-1023
ATTACHMENTS AND CONNECTIONS NECESSARY FOR THE STABILITY OF THE ItcsLfucYural m0il.com
II STRUCTURE AND ITS PARTS HAVE BEEN MADE.
PRE-MANUFACTURED ITEMS(ROOF TRUSSES,ETC)IS THE RESPONSIBIUTY OF THE
CONTRACTOR TO VERIFY ALL SPANS AND DIMENSIONS PRIOR TO ORDERING THE COPYRIGHT LAUREN
9'-10" 3'-0" ITEMS. THOMAS CONSULTING,LLC
`, ALL FEATURES OF THE CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME
•. • • - 1"l TYPE AND CHARACTER AS SHORAN FOR SIMILAR CONDITIONS,SUBJECT TO REVIEW BY DO NOT SCALE FROM DRAWING
GENERAL NOTES: THE STRUCTURAL ENGINEER OF RECORD.
1. ALL DIMENSIONS TO BE FIELD VERIFIED. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED,
2. IF CONDITIONS DIFFERENT, CONTACT INSTRUCTIONS. OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS
ENGINEER OF RECORD.
1112911 J
® PARTIAL PLAN ALL SOLID SAWN LUMBER SHALL BE DOUGLAS FIR/LARCH(DF/L),NO.2 OR BETTER.
WOOD WITHIN BOF FINISHED GRADE,IN CONTACT WITH GROUND OR CONCRETE OR TO LLJ0
NOT TO SCALE BE LEFT UNPAINTED OR UNSEALED SHALL BE PRESERVATIVE TREATED W/
CHROMATED COPPER ARSENATE(CCA)OR ALKAUNE COPPER QUATERNARY(ACO) 0
TYPE B WITH INCISIONS 94 ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS
ASSOCIATION(AWPA).
PRE-ENGINEERED ROOF TRUSSES SHALL BE FURNISHED BY THE CONTRACTOR AND w
SHALL BE DESIGNED AND FABRICATED BY A OUAUFIED MANUFACTURER. TRUSS
CALCULATIONS SHALL BE FURNISHED FOR REVIEW AND APPROVAL BY THE ENGINEER
PRIOR TO TRUSS FABRICATION. CALCULATIONS SHALL BEAR THE STAMP OF AN
ENGINEER REGISTERED IN THE STATE OF OREGON. LOAD CRITERIA SHALL BE AS
NOTED. >--
ALL FRAME NAILING SHALL CONFORM TO THE REQUIREMENTS OF TABLE 2304.9.1
INFILL EXISTING TYP SOLID BEARING TOP PLATE TO (N) BEAM FASTENINGSCHEDULEOF THE IBC,UNLESS NOTED OTHERWISE ON THE DRAWINGS. 0
WOOD USED FOR LEDGERS WHICH ARE RI CONTACT WITH GALVANIZED FRAMING r n W
BRACKET SHALL NOT BE TREATED. PROVIDE `)
DE A VAPOR BARRIER OR OTHER BARRIER
NON—BEARING GABLE END OF ROOF BETWEEN THE CONCRETE OR MASONRY AND THE WOOD ELEMENT. Q
SIDING SHALL BE APA RATED 303(T1-11 FINISH)FOR EXTERIOR APPLICATION,
METAL FASTENERS AND ANCHORS SHALL BE AS MANUFACTURED BY SIMPSO
CEILING LINE BEHIND COMPANY OF DUBUN,CALIFORNIA. TYPE AS INDICATED ON THE PLAN CR 100 CD
APPROVED EQUAL F-
PSOSTRAP TIES INDICATED ON THE SHERWALL PLANS ARE TO BE CENTERED LC)1.0
SIM ) CD
OVER WALL TOP PLATE AND/OR HEADER,BLOCKING.OR BEAM. \ �' D
ALL PRE-ENGINEERED WOOD BEAMS(MICROLLAM 1.9E,PARALLAM 2.0E PSL.ETC)
SHALL BE AS MANUFACTURED BY[LEVEL BY WEYERHAEUSER COMPANY OF BOISE, LL O
IDAHO. TYPE AS INDICATED ON THE PLAN OR APPROVED EQUAL - �.
ALL BUNDLED MICROLLAMS TO HAVE(3)ROWS OF 16D NAILS AT 120.C.UNLESS O_
OTHERWISE NOTED. W
0.I PROVIDE SOLID BLOCKING OVER ALL SHEARWALLS AND BEARING WALLS,AT UIX
Y
SHEARWALLS PARALLEL TO FRAMING,ALIGN JOIST OVER SHEARWALL. ADDITIONAL < U
` i JOISTS MAY BE REQUIRED TO ACCOMMODATE BLOCKING. D N0
ALL INTERIOR BEAMS SHALL BE SUPPORTED ON TRIPLE BUILT-UP STUDS(MIN) }"- p
Ali.....
I. UNLESS OTHERWISE NOTED.
I REPLACE IN-KIN ALL WOOD BEAMS.JOISTS,PURLINS.SURPURUNS AND SHEATHING,
/,, 1p WHICH SHOW SIGNS OF DRY ROT.
PLYWOOD SHEATHINQ
ALL PLYWOOD STRUCTURAL SHEATHING SHALL BE C-D GRADE,UNLESS NOTED
OTHERWISE(WITH EXTERIOR GLUE)MANUFACTURED IN ACCORDANCE WITH THE
UNITED STATES PRODUCT STANDARD,DOC PS 20 OR EQUIVALENT,SHALL CONFORM
TO THE STANDARD PSI OR PS2 AND SHALL BEAR THE APA TRADEMEARK OF THE
AMERICAN PLYWOOD ASSOCIATION. LTC PROJECT
ROOF SHEATHING 14INDEX 48/24(ESC.0 SIPS)
33'—2" FLOOR INDEX 40/24 1 5— 1 8 7
- WALLS INDEX
24/0
PLYWOOD SHEATHING SHALL BE LAID WITH END JOINTS STAGGERED.
BLOC(ALL SHEAR WALL SHEATHING WITH 2144 FLAT BLOCKING AT ALL EDGES
INCLUDING IN GABLE END TRUSSES.
NAIL IN ACCORDANCE WITH SCHEDULE AND DRAWINGS. DATE: 1/6/2016
LAYOUT PLYWOOD TO ELIMINATE ANY WIDTH LESS THAN 1-EXCEPT AT PLYWOOD
FLOORS WHERE MINMA/M DIMENSION SHALL BE 2-UNLESS ALL EDGES OF THE
OD ELEVATION
UNDERSIZED SHEETS ARE SUPPORTED BY BLOCKING. CHECKED BY: LMT
WAFER BOARD OR SRIENTED STRAND BOARD CKNG WITH NATIONAL INSTITUTE
OF STANDARDS AND TECHNOLOGY PSI OR PS2.MANUFACTURED WITH EXTERIOR
NOT TO SCALE GLUE,MAY BE SUBSTITUTED FOR PLYWOOD PROVIDED IT HAS EQUAL LOAD/SPAN
RATING INDEX AND BEARS THE APA TRADEMARK OF THE AMERICAN PLYWOOD
ASSOCIATION.
CONTRACTOR IS TO PROTECT FLOOR AND ROOF SHEATHING FROM EXTREME WET
CONDITIONS TO LIMIT MOVEMENTS DUE TO EXPANSION CAUSED BY MOISTURE.
ADDITIONALLY,PROVIDE PROPER PANEL SPACINGS PER THE AMERICAN PLYWOOD
ASSOCIATIONS RECOMMENDATIONS.
S1 OF
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