Specifications 3 UP2 - ozro33
106955 .
AX DESIGNGROUP
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ARCHITECTURE & ENGINEERING, INC.
RECEIVED
JUL 17 2008 Z
JULY, 2008
CITY OF TIGARD
BUILDING DIVISION
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SUPPLEMENTAL CALCULATIONS
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PROJECT: w
TIGARD MOTORCYCLES SERVICE BUILDING o
10655 SW GREENBERG ROAD it
07 -036
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PROVIDED FOR: w
LANPHERE CONSTRUCTION & DEVELOPMENT Z
JERRY JONES
4160 SW 109 AVENUE
BEAVERTON, OREGON 97008 cc
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PROVIDED BY:
AXIS DESIGN GROUP ARCHITECTURE & ENGINEERING, INC
TIMOTHY R. BRUNNER.
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11104 SE STARK STREET o
PORTLAND, OREGON 97216
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EXPIRES: 06 -30- le ,
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]t] 503 284 0988 If] 503 546 9276 I 11104 SE STARK STREET PORTLAND, OR 97216 I www.axisdesigngroup.com
A 41E DESIGNGROUP
ARCHITECTURE A ENGINEERING. INC.
•
IARCHITECTURALDESIGN STRUCTURALENGINEERING INTERIORDESIGN MASTERPLANNING LAND USEPLANNING
July 17, 2008
•
Explanation of Supplemental Calculations.
All framing in the renovation was redesigned for wood construction rather than light gauge steel as
previously shown. Calculations for the wood members and shearwalls are included.
During demolition questions arose about the capacity of an existing steel beam member that was carrying
roof load in the office portion of the building between grids 10 and 11. Calculations for reducing the
beams span by half are included. A new column and footing were added, and details for bracing the
beam flanges were incorporated into the drawings.
Axis Design Group Architecture & Engineering, Inc.
Gregory F. ea, PSE
Structural Engineer
•
•
I
[t] 503 284 0988 [f] 503 546 9276 I 11104 SE STARK STREET PORTLAND, OR 97216 I www.axisdesigngroup.com
PAGE 1 of 1
A ISDESIGN GROUP
ARCHITECTURE +ENGINEERING, LLC
SUBJECT: PROJECT No: O"'. -O DATE: 27 Ee
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® 11104 SE STARK STREET PORTLAND, OREGON 97216 I TELEPHONE 503 284 -0988 FACSIMILE 503 546 -9276
I _DESIGN GROUP
ARCHITECTURE +ENGINEERING, LLC
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A / ISDESIGN GROUP
. ARCHITECTURE +ENGINEERING, LLC
SUBJECT: r-Fr N= 2 PROJECT No: 07 -0340 DATE: l .4V1, 06
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® 11104 SE STARK STREET PORTLAND, OREGON 97216 I TELEPHONE 503 284 -0988 FACSIMILE 503 546 -9276
C AISDESIGN GROUP
ARCHITECTURE+ENGINEERING, LLC
SUBJECT: i,:-.,,,a 1: PROJECT No: 0 ■Clf6s DATE: 027
) DESIGN: C.o.F. 24is? SECTION:
PROJECT: Tt(o<52-C> t G CHECKED: PAGE: 4e{. OF
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6 -23 -08 °
II 9:23am
R O S E B U R G • IDmm
KevBeamii 4.503j
AmBeaiEn¢iue 4.503z1
MateriaL; Database 334
Member Data
Description: Member Type: Joist Application: Floor
Lateral Bracing: Continuous Both
II Standard Load: Moisture Condition: Dry Building Code: IBC / IRC
II Dead Load: 15 PSF Deflection Criteria: U480 live, L/240 total
Live Load: 100 PSF Deck Connection: Glued & Nailed
Filename: KYB1
'It .m
14 0.0
.L 2'
14 0 0
Bearings and Reactions
II Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall 5.500" 1.750" 761# —
2 13' 2.750" Wall 5.500" 1.750" 761# —
Maximum Load Case Reactions
H Used far applying point loads (or lure loads) to carrying members
Dead Live
1 99#(99p1f) 661 #(661p1f)
2 99 #(99p11) 661#(661p1f)
Design spans
II 13' 2.750"
Product: 11 718" RFPI -70 12.0" O.C.
Component Member Design has Passed Design Checks.°
A llowable Stress Design
Actual Allowable Capacity Location Loading
Moment 2516.'# 6595.`# 38% 6.61' Total load D +L
fl Shear 761.# 1420.# 53% 0' Total load D +L
End Reaction 761.# 1420.# 53% 0' Total toad D +L
TL Deflection 0.2028" 0.6615" U782 6.61' Total load D +L
LL Deflection 0.1764" 0.3307° L1900 6.61' Total toad L
0 Control: Shear
11 DOLs: Live =100% Snow =115% Roof =125% Wind =133%
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All product names are trademarks of their respective owners kart, L. Beiwood
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il . /jf, _" -._ : . ,/ • ] .,:, . !6., . ' Pacific Lumber 8 Truss Co.
Ai .. ; ": - - Copyngm AU. Century (011989 -2005 by Keymark Enterprises. LLC. A RIGHTS RESERVED. 5095 NW Cent BLVD
�r -a' t •r 1, • v4; • v4; ' I _ Hillsboro. Oregon 97124
:;/ L 'I Ltllt U:_i. _::: ~ 503 179.3317 •
"Passing is defined as when the member. floor joist. beam or girder. shown on this drawing meets applicable design atena for Loads. Loading Condnbns. and Spans listed on this sheet. The design must be renewed by a qualified designer or design
orofessional as required for approval. This design assumes product installation according to the manufacturer's speafitabons.
6-
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KeySeam& 4503g.
lanaeatnEnsme .:503b
II Materials Database 800
II Member Data
Description: 12' beam Member Type: Beam Application: Floor
max load @ this span @ 40/10 Lateral Bracing: Continuous Top
II Standard Load: Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 514 PLF Deflection Criteria: U360 live, L1240 total
Live Load: 2053 PLF Deck Connection: Nailed Member Weight 21.0 PLF
Rename: KYB1
y �-re'. _pvr'= +r -�
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Bearings and Reactions
II Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall N/A 3.992° 15717# --
2 12' 1.750" Wall N/A 3.992" 15717# --
Maximum Load Case Reactions
0 Used fa appHno pont loads (or Ins loadot to earyng member
Dead Live
1 3249# 12468#
2 3249# 12468#
Design spans
II 12' 1.750°
Product 2.0 RigidLam LVL 6 1/4 x 16 1 ply
Component Member Design has Passed Design Checks."
II Minimum 3.99" bearing required at bearing #1
Minimum 3.99" bearing required at bearing # 2
Design assumes continuous lateral bracing along the top chord.
I Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 47723'# 52221.'# 91% 6.07' Total load D+L
Shear 12266.# 15960.# 76% 0.01' Total load D+L
TL Deflection 0.3536" 0.6073" L/412 6.07' Total load D+L •
I LL Deflection 0.2805" 0.4049° L/519 6.07' Total load L
Control: Positive Moment
DOLs: Live =100% Snow =115% Roof =125% Wind =133%
•
II
1. .
Al product tames are trdemars of ear respectee owner ERIC C. DUNCAN
6095 NW CENTURY BLVD.
II _ Y•.y . . . HILLSBDRO.OR9712a
, � '` -�
y ^.:; r is%- : •' : 3 fi'+ Coobccint 4) 1989.2005 by Keymark Emerprsee LLC. ALL RIGHTS RESERVED. : •9 ' i il n ,.� . - r . 1 . �� MOBILE
MOBILE: 150319989.3411 1
ry a r. • :'; 6V L k:IVIU+_J. LL
"Pasng is defined as•ahen the member. boor pat. beam or girder. sheen on thisdrawrle meeb applicable deign criteria for Loads. Loadng Conmrons. and Spans Istedon this sheet. The desgn must to remixed by a waffled desgrier or design
professional as requred fa approval. This deign assumes product: installation according to de manufacturers tpecelcabona .
AS ISDESIGN GROUP
ARCHITECTURE +ENGINEERING, LLC
SUBJECT: 171 V I PE P. WPM.. °' t yea PROJECT No: 01 - DU, DATE: I %IVL
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® 11 104 SE STARK STREET PORTLAND, OREGON 97216 TELEPHONE 503 284 -0988 I FACSIMILE 503 546 -9276
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ARCHITECTURE + �DESIGN ENGINEERI NG, LLC
SUBJECT: C!.ST, ®E PROJECT No: O 1-U3'a DATE: 2E3' 3 ui.1 OP
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® 11104 SE STARK STREET PORTLAND, OREGON 97216 TELEPHONE 503 284 -0988 I FACSIMILE 503 546 -9276
A ISDESIGN GROUP
ARCHITECTURE +ENGINEERING, LLC
SUBJECT: 4jct�vT. R X4-1 PROJECT No: 1 DATE: 3 <uLO8
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® 11104 SE STARK STREET PORTLAND, OREGON 97216 TELEPHONE 503 284 -0988 FACSIMILE 503 546 -9276