2022-05-31 Wyndstone Multi-Family Carports Structural DrawingsE
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GENERAL STRUCTURAL NOTES
01/11171 11011l0111
STRUCTURAL STEEL (CONTINUED):
2018 EDITION OF THE INTERNATIONAL BUILDING CODE SHALL BE USED AND MATERIAL SPECIFICATION, UNLESS NOTED OTHERWISE:
SUPPLEMENTED WITH (ASCE) 7-16. STRUCTURAL SHAPES: ASTM A992 GRADE 50
BARS AND PLATES: ASTM A36
BUILDING CODE REFERENCES: STRUCTURAL TUBING/HSS: ASTM A500, GRADE B (FY — 46 KSI)
BOLTS: ASTM A307
ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING FLAT; BEVELED WASHERS: ASTM F436
EDITIONS, U.N.O.: DIRECT—TENSION WASHERS: ASTM F959
FILLER METAL: E70XX ELECTRODES
MATERIAL CODE EDITION
CONCRETE
BUILDING CODE REQUIREMENTS FOR STRUCTURAL
LIP
CONCRETE AND COMMENTARY, (ACI 318)-14.
REINFORCING
2004 ACI DETAILING MANUAL (ACI SP -66).
STEEL
15TH EDITION OF (AISC) STEEL CONSTRUCTION
(IN)
MANUAL.
WELDING
STRUCTURAL WELDING CODE — STEEL, (AWS)
12 10.00
D1.1-15.
LIGHT GAGE STEEL
2016 (AISI) NORTH AMERICAN SPECIFICATION
1 25.495
FOR THE DESIGN OF COLD—FORMED STEEL
GENERAL:
STRUCTURAL MEMBERS.
LOADS:
RISK CATEGORY
DESIGN DATA:
ALL WELDS SHALL BE SINGLE PASS 3/16" UNLESS NOTED OTHERWISE
COLD FORMED SHAPES: ASTM A653, FY — 55 KSI
ROOF METAL DECK: ASTM A792, FY — 80 KSI
SCREW FASTENERS:
SELF DRILLING AND SELF—TAPPING SCREWS SHALL BE #12-14 TEK SCREWS OR
APPROVED EQUAL AND SHALL CONFORM TO ASTM A545 OR SAEJ78. SAEJ93 OR
ANSI/ASMEB18.6.4.
ROOFING:
1 3/8" PROFILE x 26 GA ROOF DECK (V—LINE 32) OR EQUIVALENT WITH #12-14
TEN SCREWS AT 9" O.C. UNLESS NOTED OTHERWISE OR (4) SCREWS PER 32"
WIDE PANEL @ EACH SUPPORT
ROOFING IS V—LINE 32 — 26 GA
ROOF DEAD LOAD AT CARPORTS
DL ROOFING AND TRIM 1.08 PSF GAUGE WT. S+ I+ S— I—
DL FOR PURLINS SELF WEIGHT
ROOF SNOW LOAD 30 PSF (IBS/FT2) (IN3/FT) (IN4/FT) (IN3/FT) (IN4/FT)
WIND: 26 0.91 0.0847 1 0.0619 0.0833 0.0619
PURLINS:
THE WIND LOADS ARE DETERMINED IN ACCORDANCE WITH ASCE 7-16:
BASIC WIND SPEED V: 97 MPH
EXPOSURE CATEGORY: B
WIND IMPORTANCE FACTOR: 1.00
SEISMIC:
IMPORTANCE FACTOR le = 1.0
LATITUDE — 46.9440336; LONGITUDE =-122.6216
Ss = 1.293, S1 — 0.468, SEISMIC SITE CLASS — D.
Sds = 1.034, Sd1 — 0.572, SEISMIC DESIGN CATEGORY — D.
RW = 1.25 INVERTED PENDULUM SYSTEM ORDINARY STEEL FRAME
CS = 0.827.
FOUNDATION:
ORIGINAL GROUND OR 95% COMPACTED STRUCTURAL FILL
ALLOWABLE SOIL: BEARING CAPACITY (DL+LL): 2,500 PSF PER GEOTECHINCICAL
REPORT PROVIDED BY INSIGHT ENGINEERING, INC; REPORT No. 1142-001-01.
CONTRACTOR SHALL VERIFY SOIL CONDITION PRIOR TO PROCEEDING WITH
CONSTRUCTION.
CONCRETE:
MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 3,000 PSI TO COMPLY
WITH EXPOSURE REQUIREMENT OF IBC TABLE 1904.2. STRUCTURAL DESIGN IS BASED
ON F'C OF 2,500 PSI. PER IBC 1705.3, NO SPECIAL INSPECTION IS REQUIRED.
ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI. MAXIMUM WATER/CEMENT
RATIO (W/C) SHALL BE 0.55. PROVIDE AIR ENTRAINMENT (5% t 1%) IN CONCRETE
EXPOSED TO FREEZE—THAW ACTION.
ALL PURLINS ARE ASTM A653 CEE 10 X 3 1/4 X 14 GAUGE UNLESS NOTED
OTHERWISE, WITH THE FOLLOWING MINIMUM GROSS PROPERTIES:
GAUGE DEPTH
FLANGE
LIP
SX
IX
Fy
(IN)
(IN)
(IN)
(I113)
(IN4)
(KSI)
12 10.00
3.500 1
0.885
5.3667
1 25.495
55
GENERAL:
STRUCTURAL STEEL MATERIALS, FABRICATION AND ERECTION SHALL CONFORM TO
CURRENT AISC STEEL CONSTRUCTION MANUAL IN ACCORDANCE TO IBC CHAPTER 22.
CARPORTS
CARPORTS OF WASHINGTON
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THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED
STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE
CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE
STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE
NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION
EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE
RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES
OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE
PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE
INCLUDE INSPECTION OF THESE ITEMS).
CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED
CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE
FOOT.
WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH
STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA.
AS REV. ON DRAWING: SUBJECT OF REVISION:
GENERAL (CONTINUED):
ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, PLUMBING
AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS
PRIOR TO CONSTRUCTION.
OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN,
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL
COORDINATE ALL DETAILS.
NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL
STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN,
CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH
OWNER PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH
THE OWNER.
TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY, U.N.O.
WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL
NOTES AND/OR SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.
ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW,
SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING
CODE JURISDICTION OF THIS PROJECT.
REVISION #:
TYPICAL SECTION
DATE:
GA METAL DECK
LINE 32 OR EQUIVALENT
PLAN
TYP E:
LV-44j
Z
6/2/22
SCALE: 1/4" = 1'-0"
STRUCTURAL STEEL:
PROJECT
PREPARED FOR
PREPARED BY
APPROVALS
SHEET NO.�
WYNDSTONE MULTI -FAMILY
°MA
STRUCTURAL STEEL MATERIALS, FABRICATION AND ERECTION SHALL CONFORM TO
CURRENT AISC STEEL CONSTRUCTION MANUAL IN ACCORDANCE TO IBC CHAPTER 22.
CARPORTS
CARPORTS OF WASHINGTON
E'p9, S�ttS
I
II
DESONED
DRAwN OMA
S1.0
YELM, WA 98597
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PAINT ALL STRUCTURAL STEEL EXPOSED TO WEATHER UNLESS NOTED OTHERWISE
SHEET TITLE
BOX 2389
P.O.BUCKLEY,
CHECKED cJT
ON DRAWINGS.
GENERAL STRUCTURAL NOTES
05/31/2022
WASHINGTON 98,321
CIVIL I STRUCTURAL I SURVEYDATE
AND TYPICAL SECTION
4815 CENTER STREET TACOMA, WA. B
A$ NOTED
19,748
PHONE: (253)474-8449 FAX: (253) 474-0153
SCALE
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PHONE: (253) 474-9449 FAX: (253) 474-01534815 CENTER STREET TACOMA, WA. 98409CIVIL STRUCTURAL SURVEYhttp://www.sittshill.com/
PHONE: (253) 474-9449 FAX: (253) 474-01534815 CENTER STREET TACOMA, WA. 98409CIVIL STRUCTURAL SURVEYhttp://www.sittshill.com/
PHONE: (253) 474-9449 FAX: (253) 474-01534815 CENTER STREET TACOMA, WA. 98409CIVIL STRUCTURAL SURVEYhttp://www.sittshill.com/
PHONE: (253) 474-9449 FAX: (253) 474-01534815 CENTER STREET TACOMA, WA. 98409CIVIL STRUCTURAL SURVEYhttp://www.sittshill.com/
PHONE: (253) 474-9449 FAX: (253) 474-01534815 CENTER STREET TACOMA, WA. 98409CIVIL STRUCTURAL SURVEYhttp://www.sittshill.com/