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AS REV. ON DRAWING: SUBJECT OF REVISION: REVISION #: DATE: TYPE:
<br /> GENERAL STRUCTURAL NOTES CITY REVIEW COMMENTS A 1-11-2019
<br /> BUILDING CODE: STRUCTURAL STEEL:
<br /> Permit#: B1811-013
<br /> Site Address: 1022 W CASINO RD
<br /> T_ 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 WITH Owner: GRE CANDLEWOOD LLC
<br /> 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 STAI I S
<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 Y' Date:d/Z//Z /
<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 t t Fire/Planning Set
<br /> MANUAL. PASS 3/16" UNLESS NOTED
<br /> WELDING STRUCTURAL WELDING CODE - STEEL, (AWS) OTHERWISE
<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 O O
<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. 18'-0"
<br /> i
<br /> A
<br /> , 4'-0" 10'-0" 4' 0"
<br /> ROOFING:
<br /> OCCUPANCY GROUP.= GROUP U
<br /> TYPE OF CONSTRUCTION = IIB 1 3/8" PROFILE x 26 GA ROOF DECK (V-LINE 32) OR EQUIVALENT WITH #12-14 Tom• TYP.03 26 GA METAL DECK
<br /> TEK SCREWS AT 9" O.C. UNLESS NOTED OTHERWISE OR (4) SCREWS PER 32" 02, S 0 ' V-LINE 32 OR EQUIVALENT
<br /> GRAVITY LOADS: WIDE PANEL ®EACH SUPPORT r/ 1/4:12
<br /> •
<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- l
<br /> DL FOR PURUNS SELF WEIGHT \ i
<br /> ROOF SNOW LOAD 25 PSF (IBS/fT2) (IN3/FT) (IN4/FT) (IN3/FT) (IN4/FT} \‘ r/
<br /> 26 0.92 0.0880 0.0626 0.0854 0.0638 '
<br /> STEEL BEAM PER PLAN
<br /> ,4. WIND:
<br /> PURLIN PER PLAN
<br /> PURLINS: - TYPICAL
<br /> THE WIND LOADS ARE DETERMINED IN ACCORDANCE WITH ASCE 7-10: HSS COLUMN
<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
<br /> EXPOSURE CATEGORY: B OTHERWISE, WITH THE FOLLOWING MINIMUM GROSS PROPERTIES:
<br /> WIND IMPORTANCE FACTOR: 1.0 GAUGE DEPTH FLANGE LIP SX IX Fy
<br /> SEISMIC: (IN) (IN) (IN) (IN3) (IN4) (KSI) 5010 , : -STRUCTURAL FILL -ASPHALT
<br /> 12 10.00 3.25 1.166 5.621 28.104 55
<br /> IMPORTANCE FACTOR le = 1.0 _ 6j
<br /> LATITUDE = 47.92174; LONGITUDE =-122.24835 �'r `.!
<br /> Ss = 1.440, S1 =0.554, SEISMIC SITE CLASS = D GENERAL:
<br /> Sds = 0.960, Sd1 =0.554, SEISMIC DESIGN CATEGORY = DRW = 1.25 THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED \
<br /> CS = OJ681NVERTED PENDULUM SYSTEM ORDINARY STEEL FRAME STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE zp�f
<br /> CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT NE i 'i I ciTy
<br /> L FOUNDATION: STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE
<br /> NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION Qr414 e�R
<br /> ORIGINAL GROUND OR 95% COMPACTED STRUCTURAL FILL EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE I _ T
<br /> ALLOWABLE SOIL: BEARING CAPACITY (DL+LL): 1,500 PSF (ASSUMED SOIL TYPE: RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES
<br /> CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT AND SANDY SILT PER IBC OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE 1-=— - ')� •' TI,
<br /> TABLE 1806.2.). PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE pF WASHI d
<br /> INCLUDE INSPECTION OF THESE ITEMS). 4' 4.
<br /> s CONTRACTOR SHALL VERIFY SOIL CONDITION PRIOR TO PROCEEDING WITH TYPICAL SECTION ti� aor,,,,
<br /> CONSTRUCTION CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED A
<br /> SCALE: 1/4" = 1'-0"
<br /> CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE THESEDOCUMENTS HAVE NOT BEEN ' /
<br /> CONCRETE: WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH APPROVED FOR THE ISSUANCE OF CITY OF EVERETT ' `.6 47. 9 k'
<br /> MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 3,500 PSI TO COMPLY STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. PUf3> Imo,WORKS,MECHANICAL, FIREREVIEWED FOR PERMIT �0'�'� STE.0 �0,
<br /> WITH EXPOSURE REQUIREMENT OF IBC TABLE 1904.2. STRUCTURAL DESIGN IS SUPPRESSION,ELECTRICAL_OR SSI PCs
<br /> BASED ON f'c OF 2,500 PSI, PER IBC 1705.3, NO SPECIAL INSPECTION IS ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, PLUMBING PLUMBIN(PIRMITR �NALE 01/11/19
<br /> REQUIRED. AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS
<br /> PRIOR TO CONSTRUCTION. PROJECT PREPARED FOR AIM PREPARED BY 1 4=I APPROVALS IIIIIMINIIIIINININII SHEET NO.11111
<br /> 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 DE9GNED M s S1.0
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL EVERETT, WASHINGTON 98204 CARPORTS OF WASHINGTON DRAWN nos
<br /> EXPOSED TO FREEZE THAW ACTION. ENGINEERS, INC.4 COORDINATE ALL DETAILS. SHEET 11TLE P.O. BOX 2389 CHECKED CJTIIIMI PROJECT NO t_
<br /> CIVIL • STRUCTURAL • SURVEYING Itg�6/2018
<br /> BUCKLEY, WA 98321 DATE
<br /> NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL GENERAL STRUCTURAL NOTES 4815 CENTER STREET I TACOW,WA91I08
<br /> STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, (360) 897-1200 vReRE l� x74-9449 m.n ^^T� SCALE AS NOTED 17,944 \
<br /> CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. AND TYPICAL SECTION }\4
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