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_ AS REV. ON DRAWING: SUBJECT OF REVISION: REVISION #: DATE: TYPE:
<br /> GENERAL STRUCTURAL NOTES CITY REVIEW COMMENTS A 02/05/2019
<br /> BUILDING CODE: STRUCTURAL STEEL: Permit#: B1811-014
<br /> ' Site Address: 8530 10TH AVE W
<br /> 2015 EDITION OF THE INTERNATIONAL BUILDING CODE SHALL BE USED AND STRUCTURAL STEEL MATERIALS, FABRICATION AND ERECTION SHALL CONFORM TO CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITHOwner: GRE CANDLEWOOD LLC I
<br /> W- SUPPLEMENTED WITH (ASCE) 7-10. CURRENT AISC STEEL CONSTRUCTION MANUAL IN ACCORDANCE TO IBC CHAPTER OWNER PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH
<br /> 22. PAINT ALL STRUCTURAL STEEL EXPOSED TO WEATHER UNLESS NOTED THE OWNER. Tenant: NOVA NORTH APARTMENTS
<br /> BUILDING CODE REFERENCES: OTHERWISE ON DRAWINGS. App.Date: 11/8/2018
<br /> TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY, U.N.O.
<br /> ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING MATERIAL SPECIFICATION, UNLESS NOTED OTHERWISE: Proposed Use: COMMERCIAL
<br /> EDITIONS, U.N.O.: STRUCTURAL SHAPES: ASTM A992 GRADE 50 WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL Description: CARPORT/COVER OVER PARKING STALLS
<br /> BARS AND PLATES: ASTM A36 NOTES AND/OR SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.
<br /> MATERIAL CODE EDITION STRUCTURAL TUBING/HSS: ASTM A500, GRADE B (FY = 46 KSI)
<br /> BOLTS: ASTM A307 ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW,
<br /> CONCRETE BUILDING CODE REQUIREMENTS FOR STRUCTURAL FLAT; BEVELED WASHERS: ASTM F436 SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING '
<br /> CONCRETE AND COMMENTARY, (ACI 318)-14. DIRECT-TENSION WASHERS: ASTM F959 CODE JURISDICTION OF THIS PROJECT. Reviewed B Date: / /`7
<br /> REINFORCING 2004 ACI DETAILING MANUAL (ACI SP-66). FILLER METAL: E70XX ELECTRODES, ALL
<br /> STEEL 14TH EDITION OF (AISC) STEEL CONSTRUCTION WELDS SHALL BE SINGLE Office Set Job Site Set Fire/Planning Set
<br /> MANUAL, PASS 3/16" UNLESS NOTED
<br /> WELDING STRUCTURAL WELDING CODE - STEEL, (AWS) OTHERWISE I
<br /> D1.1-15. COLD FORMED SHAPES: ASTM A653, FY = 55 KSI
<br /> LIGHT GAGE STEEL 2012 (AISI) NORTH AMERICAN SPECIFICATION ROOF METAL DECK: ASTM A792, FY = 80 KSI
<br /> FOR THE DESIGN OF COLD-FORMED STEEL SCREW FASTENERS:
<br /> STRUCTURAL MEMBERS. O 01 0i
<br /> DESIGN DATA: SELF DRILLING AND SELF-TAPPING SCREWS SHALL BE #12-14 TEK SCREWS OR
<br /> APPROVED EQUAL AND SHALL CONFORM TO ASTM A545 OR SAEJ78. SAEJ93 OR
<br /> RISK CATEGORY = II ANSI/ASME618.6.4. •
<br /> 18' 0"
<br /> e4-O" 10 0" 4'-0"
<br /> OCCUPANCY GROUP = GROUP U ROOFING:
<br /> TYPE OF CONSTRUCTION = IIB
<br /> 1 3/8" PROFILE x 26 GA ROOF DECK (V-LINE 32) OR EQUIVALENT WITH #12-14 TYP. TYP 26 GA METAL DECK
<br /> TEK SCREWS AT 9" O.C. UNLESS NOTED OTHERWISE OR (4) SCREWS PER 32" m •
<br /> ® V-LINE 32 OR EQUIVALENT
<br /> WIDE PANEL ®EACH SUPPORT ��� lar
<br /> GRAVITY LOADS: 1/4:12 �'--
<br /> ROOF DEAD LOAD AT CARPORTS ROOFING IS V-LINE 32 - 26 GA /.
<br /> DL ROOFING AND TRIM 1.08 PSF GAUGE WT. S+ I+ S- I-
<br /> DL FOR PURLINS SELF WEIGHT \ i
<br /> ROOF SNOW LOAD 25 PSF (IBS/FT2) (IN3/FT) (IN4/FT) (IN3/FT) (IN4/FT) \� ,�/
<br /> 26 0.92 0.0880 0.0626 0.0854 0.0638 STEEL BEAM PER PLAN
<br /> WIND: PURLIN PER PLAN APR J')
<br /> -
<br /> THE WIND LOADS ARE DETERMINED IN ACCORDANCE WITH ASCE 7-10: PURLINS: TYPICAL HSS COLUMN C"I OTT / ` 20 9
<br /> 10
<br /> BASIC WIND SPEED V: 110 MPH ALL PURLINS ARE ASTM A653 CEE 10 X 3 1/4 X 12 GAUGE UNLESS NOTED PER PLAN - TYPICAL y®�
<br /> EXPOSURE WIND IMPORTANCEOFACTOR: B.0 OTHERWISE,D WITH THE FOLLOWFLANGE LIP
<br /> MINIMUM GROSS PROPERTIES: Fy Pet.
<br /> rMit S vER,E7
<br /> SEISMIC: (IN) (IN) (IN) (IN3) (IN4) (KSI) 5210 -STRUCTURAL ALL -ASPHALT S
<br /> 12 10.00 3.25 1.166 5.621 28.104 55 \r —' ——
<br /> IMPORTANCE FACTOR le = 1.0 1
<br /> LATITUDE = 47.92174; LONGITUDE =-122.24835 GENERAL:
<br /> Ss = 1.440, Si =0.554, SEISMIC SITE CLASS = D _ ( 1
<br /> Sds = 0.960, Sd1 =0.554, SEISMIC DESIGN CATEGORY = DI
<br /> RW = 1.25 INVERTED PENDULUM SYSTEM ORDINARY STEEL FRAME THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED
<br /> ySTRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE l I
<br /> CS - 0.768 CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE
<br /> FOUNDATION: STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE
<br /> NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION
<br /> ORIGINAL GROUND OR 95% COMPACTED STRUCTURAL FILL EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE i I
<br /> ALLOWABLE SOIL BEARING CAPACITY(DL+LL): 1,500 PSF (ASSUMED SOIL TYPE: RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES Q
<br /> 6i CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT AND SANDY SILT PER IBC OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE . `, '',Ki../,''''':',.','-''<:',':-. ,,'L.� —=—J v J. 71.1.4�j•
<br /> TABLE 1806.2.). PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE - �)of WA, I. .4
<br /> CONTRACTOR SHALL VERIFY SOIL CONDITION PRIOR TO PROCEEDING WITH INCLUDE INSPECTION OF THESE ITEMS). TYPICAL SECTION , .v,
<br /> BS
<br /> 1 CONSTRUCTION CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED V ^ /SCALE: 1/4" = 1'-O"
<br /> CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE �--i € . ' / ,.
<br /> e FOOT. T)� .�3.:C3 }eUlENi' Ai%," ) )7L ,
<br /> CONCRETE: APPROVED QR THE€5 ;�( CIT 'EOF ��ERETT
<br /> WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH F'11E39 V.WORKS M - l' 's, %.i ' ��� 47• 9 9 �v�
<br /> MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 3,500 PSI TO COMPLY STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. iC i E Y it FOR P E R M�T `�'� STW3" �$'
<br /> <1 WITH EXPOSURE REQUIREMENT OF IBC TABLE 1904.2. STRUCTURAL DESIGN IS SUPPRESSION,ELECT9r/-.i. ;y SSI �G
<br /> BASED ON fc OF 2,500 PSI. PER IBC 1705.3, NO SPECIAL INSPECTION IS ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, PLUMBING PLUMF;INC°PRMITS, ONALE
<br /> REQUIRED. AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS 01/11/19
<br /> PRIOR TO CONSTRUCTION. PROJECT PREPARED FOR MI MEI PREPARED BY 4 I I M APPROVALS 11111. 111111111111 SHEET NO.INIIIIIIMMIll
<br /> N ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI. MAXIMUM WATER/CEMENT
<br /> RATIO (W/C) SHALL BE 0.55. PROVIDE AIR ENTRAINMENT (5%+ 1%) IN CONCRETE OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, NOVA NORTH APARTMENTS SITTS & HILL DESIGNED JMLS S1.0
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL CARPORTS OF WASHINGTON DRAWN
<br /> JMLS
<br /> .c � EXPOSED TO FREEZE-THAW ACTION. EVERETT, WASHINGTON 98204 ENGINEERS, INC.
<br /> V COORDINATE ALL DETAILS. SHEET TITLE P.O. BOX 2389 CHECKED CJT �PROJECT NO.
<br /> CML • STRUCTURAL • SURVEYING 86/2018 //�
<br /> BUCKLEY, WA 98321 DATE
<br /> NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL 4815 CENTER STREET I TACOMMVA.98109
<br /> STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, GENERAL STRUCTURAL NOTES (360) 897-1200 PHONE:
<br /> T� hn9F�I �"Tn SGA E AS NOTED 17,944
<br /> 4` CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. AND TYPICAL SECTION
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