Plans (39) C ?L- 5-- Su t` ces I/ t-41 f 3--- 7c 7/
AS REV. ON DRAWING: SUBJECT OF REVISION: REVISION #: DATE: TYPE:14 .
NOTES: (1) NOTES:
GENERAL STRUCTURAL NOTES 1. ASPHALT (3) 1. PURLIN PER PLAN
BUILDING CODE:
2. NATIVE SOIL OR STRUCTURAL FILL 2. STEEL COLUMN PER PLAN
STRUCTURAL STEEL: --ntY 3. STEEL COLUMN PER PLAN 3. (10) #12-14 TEK SCREWS
2014 EDITION OF THE OREGON STRUCTURAL SPECIALTY CODE (OSSC) SHALL STRUCTURAL STEEL MATERIALS, FABRICATION AND ERECTION SHALL CONFORM NOTES:
BE USED AND SUPPLEMENTED WITH (ASCE) 7-10. 4. CONCRETE FOOTING ��,�
TO CURRENT AISC STEEL CONSTRUCTION MANUAL IN ACCORDANCE WITH OSSC A. SPLICE LOCATIONS SHALL
BUILDING CODE REFERENCES: CHAPTER 22. (3) OCCUR AT A COLUMN -
CENTER EACH END OF
PAINT ALL STRUCTURAL STEEL EXPOSED TO WEATHER UNLESS NOTED PURLIN ON COLUMN AND
ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING OTHERWISE ON DRAWINGS (2) PROVIDE (5) SCREWS
EDITIONS, U.N.O.:
MATERIAL SPECIFICATION, UNLESS NOTED OTHERWISE: -(1) -(4) MINIMUM INTO EACH PURLIN.
MATERIAL CODE EDITION STRUCTURAL SHAPES: ASTM A992 GRADE 50 B. DO NOT SPLICE AT
BARS AND PLATES: ASTM A36 CANTILEVER.
CONCRETE BURUCNGRAL COODEOR REQUIREMENTS
ENTND FORENTARY,R STRUCTURAL TUBING/HSS: ASTM A500, GRADE B POST TO PURLIN CONNECTION
STBOLTS: ASTM A307
(ACI 318)-14. FLAT; BEVELED WASHERS: ASTM F436 A° 02 SCALE: N.T.S.
REINFORCING 2004 ACI DETAILING MANUAL (ACI SP-66). DIRECT-TENSION WASHERS: ASTM F9590 °
STEEL 14TH EDITION OF (AISC) STEEL CONSTRUCTION FILLER METAL: E7OXX ELECTRODES, ALL WELDS m ° NOTES:
MANUAL. SHALL BE SINGLE PASS 3/16 "'
WELDING STRUCTURAL WELDING CODE - STEEL, (AWS) UNLESS NOTED OTHERWISE ° a 1. METAL DECK PER PLAN
D1.1-15. COLD FORMED SHAPES: ASTM A653, FY = 55 KSI N ° (2)
° AND GSN
LIGHT GAGE STEEL 2012 (AISI) NORTH AMERICAN SPECIFICATION ROOF METAL DECK: ASTM A792, FY = 80 KSI ° 2. #12-14 TEK SCREWS
FOR THE DESIGN OF COLD-FORMED STEEL • ° °L
STRUCTURAL MEMBERS. <, AT VI O.C. MAX. -
PROVIDE (4) SCREWS
SCREW FASTENERS: ° °
°
PER PANEL AT EACH
LOADS: SELF DRILLING AND SELF TAPPING SCREWS SHALL BE #12-14 TEK SCREWS ° ed ° SUPPORT, MINIMUM
RISK CATEGORY = II. OR APPROVED EQUAL AND SHALL CONFORM TO ASTM A 545 OR SAEJ78. a
2'-8"
SAEJ93, OR ANSI/ASME B18.6.4. _
DESIGN DATA: M
ROOFING: 4 9/16" (1) (2)
ROOF DEAD LOAD AT CARPORTS •
DL ROOFING AND TRIM 1.08 PSF 1 3/8" PROFILE x 26 GA ROOF DECK (V-LINE 32) OR EQUIVALENT WITH / 2'-0" DIA. •
DL FOR PURLINS SELF WEIGHT #12-14 TEK SCREWS AT 9" O.C. MAX. UNLESS NOTED OTHERWISE, PROVIDE /
• (4) SCREWS MINIMUM PER 32" WIDE PANEL @ EACH SUPPORT.
ROOF SNOW LOAD 25 PSF
ROOFING IS V-LINE 32 - 26 GA
WIND: 01 TYPICAL COLUMN FOOTING 03 ROOF SCREW PATTERN
SCALE: N.T.S. SCALE: N.T.S.
THE WIND LOADS ARE DETERMINED IN ACCORDANCE WITH ASCE 7-10 GAUGE WT. S+ I+ S
BASIC WIND SPEED V: 120 MPH (IBS/FT2 (IN3/FT) (IN4/FT) (IN3/FT) (IN4/FT)
EXPOSURE CATEGORY: B 26 0.92 0.0880 0.0626 0.0854 0.0638RECEIVED
RISK CATEGORY: II
PURLINS:
SEISMIC:
ALL PURLINS ARE ASTM A653 UNLESS NOTED OTHERWISE, WITH THE OCT 1 8 2017
IMPORTANCE FACTOR le = 1.0. FOLLOWING MINIMUM GROSS PROPERTIES:
LATITUDE = 45.44277; LONGITUDE = -122.81118. F,OF
TIGARD
Ss = 0.966, S1 = 0.424, SEISMIC SITE CLASS = D. GAUGE DEPTH FLANGE LIP SX IX F CITY
Yq�"�,� j �q�p
Sds = 0.717, Sd1 = 0.446, SEISMIC DESIGN CATEGORY = D. Y ��1� D y�a� 111
RW = 1.25 INVERTED PENDULUM SYSTEM ORDINARY STEEL FRAME (IN) (IN) (IN) (IN3) (IN4) (KSI) Ii'�rJ
CS = 0.574 12 10.00 3.5 0.916 5.630 28.152 55
FOUNDATION:
ORIGINAL GROUND OR 95% COMPACTED STRUCTURAL FILL
ALLOWABLE SOIL: BEARING CAPACITY (DL+LL): 2,500 PSF PER0 PRO'R
' s
Z GEOTECHNICAL REPORT BY TERRA ASSOCIATES DATED MARCH 13TH, 2015 �NaIFF9 S�O�
CONTRACTOR SHALL VERIFY SOIL CONDITION PRIOR TO PROCEEDING WITH 7
CONSTRUCTION. r
CONCRETE:
�E •N
MINIMUM 28-DAY STRENGTH OF CONCRETE SHALL BE 2500 PSI. •.
ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI. MAXIMUM
WATER/CEMENT RATIO (W/C) SHALL BE 0.55. PROVIDE AIR ENTRAINMENT (5% 4/7/2017
± 1%) IN CONCRETE EXPOSED TO FREEZE-THAW ACTION.
PROJECT, PREPARED FOR —PREPARED BY 1=11 APPROVALSSHEET NO.9>_
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Site Address: 1, : 54 1 1' ean! Rd
Building Division
T I G A R D Deferred Submittal Transmittal Letter
TO: Dan NelsonDA`� KvEil
DEPT: BUILDING DIVISION
OCT 18 2017
FROM: Steve DeMonte CITY OF TIGARD
COMPANY: LRS Architects BUILDING DION
PHONE: (503) 265-1579 BY:l'r/ "/
RE: 13285 SW Hawks Beard Rd
(Site Address) erm Case umber)
Scholls Ferry Apartments
(Project name or subdivision name and lot number)
Valuation of Deferred Submittal: $ 57,700.00
ATTACHED IS THE FOLLOWING DEFERRED SUBMITTAL ITEM:
Copies: Description:
3 Architectural site plans and carport drawings
Stamped and signed carport engineering drawings
Remarks:
NOTE:Documents for deferred submittal items shall be submitted to the registered design professional in
responsible charge who shall review them and forward them to the building official with a notation indicating that
the deferred submittal documents have been reviewed and been found to be in general conformance to the design of
the building. The deferred submittal items shall not be installed until the design and submittal documents have been
approved by the building official. Oregon Structural Specialty Code Section 106.3.4.2
FOR OFFIC' US ONLY
Routed to Permit ician: Date: 0 ( I (1--T Initials: ';;-
Fees Due: Yes ❑ No Fee Description: Amount ru-:
Deferred Submittal Fee: $ �—
Additional fee based on valuation: $ 137 _ 2
Other: $
Total Fees Due: $
Special
.........................................................................................................................................................................................................................................................................................................................................................................................................................................
Instructions:
Reprint Permit (per PE): ❑ Yes ❑ No ❑ Done
Applicant Notified: . Date: %o liq Initials: ,'j
The fee for processing an reviewing deferred plan submittal shall be an amount equal to 65%of the building based
on the valuation of the particular portion or portions of the project with a minimum$200.00 fee.This fee is in
addition to the project plan review fee based on the total project value.
I:Building\Forms\TransmittalLetter-DefrdSubmtl.doc 04/04/07