Specifications (26) `1 0 S tomit -, .
RECEIVED
JUL 17 2019
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Submittal: 29 / 1 _ •
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— — Submittal Cover - -
Date: 5/10/19 Pages (including cover): 76
To: Anders Otterlei anders.otterlei cna hillarchitects.com; Lloyd Hill llovd.hillabillarchitects.com;
From: Geff Halle - KeyWay Corp. -peffh(c hevvravcoro.comn
Re: KWC-254: 72ND; Carports
Plan or spec reference: 13.125
Supplier: Steelport LLC
Information Provided:
• Carport Drawings (9pgs)
• Calcs/Seals (64pgs)
• 6 post layout 1.steck (2pgs)
1-I AI7c.; IIITEC 'I' S
0. No EXCEPTION TAKEN 0 MAKE REVISIONS NDTEI)
SUBMITTAL
❑ REJECTED ❑ REVISE AND RESUBMIT SHOP'DRAWING r
,
0 SUBMIT SPECIFIED III'i �# '
4.a
rector submits
This review is only for general conformance with the design concept of the project and general prime Cont t erler�i
compliance with the infonn,II oil given in the contract documents. ,any actions shown tilts information If'
remaining are subject to the regnitententc of the contract docwnents. Contractor is responsible lf'i; w tit t e des
for all physical requirements confirmed at the j0;site. including but not limited to eotifitnung eontorm8n + c Ci�i��{i $.
and con'elating dimensions atjobsite for toler:utce, clerance, quantities, fabrication, processes t �� the pier & P ti`s"`
arid techniques of the construction coordination of his wtsI: with other trades and bill in�ten DATE;
compliance with contract dixmneni. Contractor is pnirst frlr all delays t le to I iu.i tion BY H L E
of this sribrniltal. w3/ ' GECF rl L
•
Date 15-Jul-2019 , .
�
Reply Copies to:
KWC—Brian Frank E-Mail: brianf(a.keywaycorp.com Office Fax: (503) 684-5500
KWC—Geff Halle E-Mail: geffhna.keywavcorp.com Jobsite Fax: TBD
KWC —Steve Sanow E-Mail: stevesna.keywaycorp.com
General Contractors J Construction Managers
KeyWay Corp. • 7275 SW Hermoso Way • Tigard, OR 97223 • Ph(503) 684-5100• Fax (503) 684-5500 •
Oregon CCB #127522; Washington UBI #602 531 798
TIM COVERT RE. STRUC i URAL ENGINEER,. r-
72ND AVE APARTMENTS ' /
1750 SW Skyline Blvd. Rm 221 PORTLAND OREGON 97221 (503) 228-0426
11740 SW 72" AVE /
STEELPORT_CARPORT: MATERIAL NOTES TIGARD, OR 97223
1. Materials: Concrete 2500 psi at 28 days -
Slump (ftg) 3" to 5"
Portland Cement C-150
5-1/2 sacks per cubic yard Structural DRAWINGS
Aggregates per C_-33
-
3/4" maximum aggregate size SINGLE-POST Carnort
Water per C-94
Concrete Temperature 50-90 F
Air Entrained 5-7% for Steciport LLC
Note: The concrete supplier shall assume full responsibility for the mix design and the
overall performance of the concrete.
Steel ASTM A653 or A792 Fy = 80 ksi (Roof Panels) DESIGN LOADS:
ASTM A607 Grade 55 (Beams)
ASTM A500 Grade B Fy = 46 ksi (Tubes) I Roof Load = 27 psf (25 SL)
2. All footings to be founded on firm, original subgrade. Wind: 120 mph (Exposure B)
Seismic: Ss = 1.0
3. Typical Concrete Footings: 36" diameter x 5'-0" deep (augered_ _do NOT form) Max Soil Bearing Pressure = 1500 psf
4. Connect X-Span roof deck to each beam w/#12 self-tapping screws at 9" o/c.
ASCE-7 (2010)
• BEAM KEY:
A = Cee 10" x 3" x 14 gauge (Fy = 55 ksi)
121 )
B = Cee 10" x 3" x 12 gauge (Fy = 55 ksi)
C = Cee 12" x 3" x 12 gauge (Fy = 55 ksi)
Job 4296
COL = Double Cee 12"x 3" x 14 gauge (welded)
T1M :COVERT RE STRUCTURA.L ENGINEER
1750 W Skyline Blvd Rm 221
Portland, Oregon 97221 Phone:(503) 228-0426
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Tim Covert P.E.
Structural Engineer
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1750 SW Skyline Blvd #221
Portland, Oregon 9722-1
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BEAM KEY: A = 10" x 3" x 14 gage (0.075")
B = 10" x 3" x 12 gage (0.105") L .
COL = Double 10" x 3" x 14 gage (0.075") welded-together.
Tim Covert P.E. El:
Structural Engineer ASTM
SW SkylBlvd #221 A924 or ASTM A653 Grade 50 (Fy = o5 ksi min.)
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Portland, Oregon 97221 .
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Tim Covert P.E.
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BEAM KEY:: A 1099 x 3" x 14 gage (0.075")
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COL = Double 10" x 3" x 14 gage (0.07571) welded-together. t I I I �o
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4700 SW Skyline Blvd #221 . S4
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Structural Engineer STEELPORT
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Tim Covert P.E.
Structural Engineer STEELPORT
1750 SW Skyline Blvd #221SINGLE-POST CARPORT
Portland, OR 97221
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R LILT 117LE - 614'2 Cykre-POZT Tim Covert RE. STEELPORT
Structural Engineer SINGLE-POST CARPORT
1750 SW Skyline Blvd #221
Portland, OR 97221