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<br /> AS REV. ON DRAWING: SUBJECT OF REVISION: REVISION #: DATE: TYPE:
<br /> (1) NOTES:
<br /> GENERAL STRUCTURAL NOTES (3) 1. PURLIN PER PLAN
<br /> 2. STEEL COLUMN PER PLAN
<br /> BUILDING CODE: STRUCTURAL STEEL: I I. i 3. (10) #12-14 TEK SCREWS
<br /> 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC) SHALL BE USEDSTRUCTURAL STEEL MATERIALS, FABRICATION AND ERECTION SHALL CONFORM OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, I NOTES:
<br /> AND SUPPLEMENTED WITH (ASCE) 7-10. TO CURRENT AISC STEEL CONSTRUCTION MANUAL IN ACCORDANCE WITH OSSC CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND A. SPLICE LOCATIONS SHALL
<br /> BUILDING CODE REFERENCES: CHAPTER 22. SHALL COORDINATE ALL DETAILS. OCCUR AT A COLUMN -
<br /> CENTER EACH END OF
<br /> PAINT ALL STRUCTURAL STEEL EXPOSED TO WEATHER UNLESS NOTED NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL PURLIN ON COLUMN AND
<br /> ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING OTHERWISE ON DRAWINGS STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, (2) PROVIDE (5) SCREWS
<br /> EDITIONS, U.N.O.: CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. MINIMUM INTO EACH PURLIN.
<br /> MATERIAL SPECIFICATION, UNLESS NOTED OTHERWISE:
<br /> MATERIAL CODE EDITION STRUCTURAL SHAPES: ASTM A992 GRADE 50 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS B. DO NOT SPLICE AT
<br /> BARS AND PLATES: ASTM A36 WITH OWNER PRIOR TO START OF CONSTRUCTION. RESOLVE ANY CANTILEVER.
<br /> CONCRETE BUILDING CODE REQUIREMENTS FOR STRUCTURAL TUBING/HSS: ASTM A500, GRADE B DISCREPANCY WITH THE OWNER. POST TO PURLIN CONNECTION
<br /> 02
<br /> STRUCTURAL CONCRETE AND COMMENTARY, BOLTS: ASTM A307 L
<br /> (ACI 318)-14. FLAT; BEVELED WASHERS: ASTM F436 TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY, SCALE: N.T.S.
<br /> REINFORCING 2004 ACI DETAILING MANUAL (ACI SP-66). DIRECT-TENSION WASHERS: ASTM F959 U.N.O.
<br /> STEEL 14TH EDITION OF (AISC) STEEL CONSTRUCTION FILLER METAL: E70XX ELECTRODES, ALL WELDS
<br /> MANUAL. SHALL BE SINGLE PASS 3/16 WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL
<br /> WELDING STRUCTURAL WELDING CODE - STEEL, (AWS) UNLESS NOTED OTHERWISE STRUCTURAL NOTES AND/OR SPECIFICATIONS, THE GREATER REQUIREMENTS
<br /> D1.1-15. COLD FORMED SHAPES: ASTM A653, FY = 55 KSI SHALL GOVERN. NOTES:
<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 ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR 1. METAL DECK PER PLAN
<br /> STRUCTURAL MEMBERS. REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY AND GSN
<br /> SCREW FASTENERS: THE BUILDING CODE JURISDICTION OF THIS PROJECT.
<br /> LOADS: 2. #12-14 TEK SCREWS
<br /> SELF DRILLING AND SELF-TAPPING SCREWS SHALL BE #12-14 TEK SCREWS NOTES: AT 9" O.C. MAX. -
<br /> RISK CATEGORY = II. OR APPROVED EQUAL AND SHALL CONFORM TO ASTM A 545 OR SAEJ78. PROVIDE (4) SCREWS
<br /> SAEJ93, OR ANSI/ASME B18.6.4. 1. ASPHALT PER PANEL AT EACH
<br /> DESIGN DATA: SUPPORT, MINIMUM
<br /> ROOFING: 2. NATIVE SOIL OR STRUCTURAL FILL
<br /> ROOF DEAD LOAD AT CARPORTS
<br /> DL ROOFING AND TRIM 1.08 PSF 1 3/8" PROFILE x 26 GA ROOF DECK (V-LINE 32) OR EQUIVALENT WITH 3. STEEL COLUMN PER PLAN
<br /> DL FOR PURLINS SELF WEIGHT #12-14 TEK SCREWS AT 9" O.C. MAX. UNLESS NOTED OTHERWISE, PROVIDE 2'-8^
<br /> (4) SCREWS MINIMUM PER 32" WIDE PANEL @ EACH SUPPORT. 4. CONCRETE FOOTING / /
<br /> ROOF SNOW LOAD 25 PSFr,1 4 9/16" (1)
<br /> ROOFING IS V-LINE 32 - 26 GA (3) _ / / (2)
<br /> WIND:
<br /> THE WIND LOADS ARE DETERMINED IN ACCORDANCE WITH ASCE 7-10
<br /> GAUGE WT. S+ I+ S- I- -(1) -(4) ROOF SCREW PATTERN
<br /> BASIC WIND SPEED V: 110 MPH (IBS/FT2) (IN3/FT) (IN4/FT) (IN3/FT) (IN4/FT)
<br /> EXPOSURE CATEGORY: B 26 0.92 0.0880 0.0626 0.0854 0.0638 03 SCALE: N.T.S. �, n -1
<br /> RISK CATEGORY: II �J
<br /> PURLINS: I
<br /> SEISMIC: 4°
<br /> O�r a� ?
<br /> ALL PURLINS ARE ASTM A653 UNLESS NOTED OTHERWISE, WITH THE o //? J/ / r. // i Jj L 2 2019
<br /> IMPORTANCE FACTOR le = 1.0. FOLLOWING MINIMUM GROSS PROPERTIES: m °
<br /> LATITUDE = 47.8964; LONGITUDE = -122.2493. w //c. I ° U 2 ���
<br /> Ss 1.443 SI = 0.561, SEISMIC SITE CLASS = D. o
<br /> Sds 0.962, Sdl = 0.561, SEISMIC DESIGN CATEGORY = D. GAUGE DEPTH FLANGE LIP SX IX Fy �/•��/rr/•. ° ° a ^° /��/ (2) PerfpF Services
<br /> RW = 1.25 INVERTED PENDULUM SYSTEM ORDINARY STEEL FRAME (IN) (IN) (IN) • (IN3) (IN4) (KSI) // / ' // // ea
<br /> "
<br /> CS = 0.770 //: _. ///!°° I J a
<br /> 12 10.00 3.25 1.166 5.527 28.104 55 M
<br /> FOUNDATION: �/ ///
<br /> /,..•,
<br /> _/ice � ° 4 a //�//�% OCT 22 20/9 J
<br /> N ORIGINAL GROUND OR 95% COMPACTED STRUCTURAL FILL GENERAL: ` a
<br /> U /i// A //\//.//
<br /> ALLOWABLE SOIL: BEARING CAPACITY (DL+LL): 1,500 PSF. / / / ° ‘\4\/;,\ \
<br /> THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED /// / ° //////, CITY OF EVERETT J. Tj�?
<br /> CONTRACTOR SHALL VERIFY SOIL CONDITION PRIOR TO PROCEEDING WITH STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE Permit Services WA
<br /> rr ` //r.7 ‘,7':‘ / OF 71r
<br /> CONSTRUCTION. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE /, . /' / / / / �� .tG
<br /> STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ///// /; 2 © IR// ://// &F. �v2j
<br /> CONCRETE: ARE NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO j.'j, j„` / I.Ir ,
<br /> o CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE li
<br /> MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 3,000 PSI TO RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, ' ig
<br /> - COMPLY WITH EXPOSURE REQUIREMENT OF IBC TABLE 1904.2. STRUCTURAL SEQUENCES OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY 0
<br /> DESIGN IS BASED ON f'c OF 2,500 PSI. PER IBC 1705.3, NO SPECIAL PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL CITY OF EVERETT 'c'
<br /> INSPECTION IS REQUIRED. OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). TYPICAL COLUMN FOOTING V gyp/ ,p ,..47, 9 .
<br /> 3 01 SCALE: N.T.S. RE V IEVVE ? PERMIT m4,,, ��\-si
<br /> ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI. MAXIMUM CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED ONAL E
<br /> WATER/CEMENT RATIO (W/C) SHALL BE 0.55. PROVIDE AIR ENTRAINMENT (5% CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER 10/10/19
<br /> ± 1%) IN CONCRETE EXPOSED TO FREEZE-THAW ACTION. SQUARE FOOT. PRCdECT PREPARED:CR 4 PRE AR-0 3Y APPROVALS SHEET NO.�
<br /> CAMLYN CONDOS CARPORT DESIGNED ADS
<br /> WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, 1009 112TH ST SW SITTS & HILL 31.0
<br /> SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. EVERETT, WA 98208 CARPORTS OF WASHINGTON ENGINEERS, INC. DRRRRa ADS
<br /> SKEET nT.E P.O. BOX 2389 ECRED "• PROJECT NO..
<br /> ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, CML • STRUCTURAL • SURVEYING '0/02/2019
<br /> % GENERAL STRUCTURAL NOTES BucKLEY, WA 98321 4815 CENTER STREET TACOMA WA 98409 DAT
<br /> o PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND AND TYPICAL DETAILS PHONE:251
<br /> c SUBCONTRACTORS PRIOR TO CONSTRUCTION. (360) 897 1200 h 14Ta9449 Peers.51)4T4-0151 SCALE ns uCiLD 18 574
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