|
AS REV. ON DRAWING: SUBJECT OF REVISION: REVISION #: DATE: TYPE:
<br /> ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, NOTES:
<br /> PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND (1)
<br /> GENERAL STRUCTURAL NOTES SUBCONTRACTORS PRIOR TO CONSTRUCTION. (3) 1. PURLIN PER PLAN
<br /> OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, 2. STEEL COLUMN PER PLAN
<br /> BUILDING CODE: STRUCTURAL STEEL: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND 3. (10) 1 -
<br /> SHALL COORDINATE ALL DETAILS. #2 14 TEK SCREWS
<br /> 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC) SHALL BE USED STRUCTURAL STEEL MATERIALS, FABRICATION AND ERECTION SHALL CONFORM NOTES:
<br /> AND SUPPLEMENTED WITH (ASCE) 7-10. TO CURRENT AISC STEEL CONSTRUCTION MANUAL IN ACCORDANCE WITH IBC NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL A. SPLICE LOCATIONS SHALL
<br /> CHAPTER 22. STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, OCCUR AT A COLUMN
<br /> ' BUILDING CODE REFERENCES: CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. CENTER EACH END OF
<br /> PAINT ALL STRUCTURAL STEEL EXPOSED TO WEATHER UNLESS NOTED CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS PURLIN ON COLUMN AND
<br /> +: ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING (2) PROVIDE (5) SCREWS
<br /> � OTHERWISE ON DRAWINGS WITH OWNER PRIOR TO START OF CONSTRUCTION. RESOLVE ANY
<br /> EDITIONS, U.N.O.: MINIMUM INTO EACH PURLIN.
<br /> DISCREPANCY WITH THE OWNER.
<br /> MATERIAL SPECIFICATION, UNLESS NOTED OTHERWISE:
<br /> MATERIAL CODE EDITION STRUCTURAL SHAPES: ASTM A992 GRADE 50 TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY, B. DO NOT SPLICE AT
<br /> BARSANDPLATES: ASTM A36 U.N.O. POST TO PURLIN CONNECTION CANTILEVER.
<br /> CONCRETE BUILDING CODE REQUIREMENTS FOR STRUCTURAL
<br /> AL TUBING/HSS: ASTM A500, GRADE B
<br /> STRUCTURAL CONCRETE AND COMMENTARY, BOLTS: ASTM A307 WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL 02
<br /> (ACI 318)-14. FLAT; BEVELED WASHERS: ASTM F436 STRUCTURAL NOTES AND/OR SPECIFICATIONS, THE GREATER REQUIREMENTS SCALE: N.T.S.
<br /> STEEL 14TH EDITION OF (AISC) STEEL CONSTRUCTION DIRECT-TENSION WASHERS: ASTM F959 SHALL GOVERN.
<br /> MANUAL. FILLER METAL: E70XX ELECTRODES, ALL WELDS
<br /> WELDING STRUCTURAL WELDING CODE - STEEL, (AWS) SHALL BE SINGLE PASS 3/16 ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR
<br /> D1.1-04. UNLESS NOTED OTHERWISE REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY NOTES:
<br /> LIGHT GAGE STEEL 2012 (AISI) NORTH AMERICAN SPECIFICATION COLD FORMED SHAPES: ASTM A653, FY = 55 KSI THE BUILDING CODE JURISDICTION OF THIS PROJECT. 1. METAL DECK PER PLAN
<br /> FOR THE DESIGN OF COLD-FORMED STEEL ROOF METAL DECK: ASTM A792, FY = 80 KSI AND GSN
<br /> STRUCTURAL MEMBERS.
<br /> LOADS; SCREW FASTENERS: 2. #12-14 TEK SCREWS-
<br /> NOTES: AT 9" O.C. MAX. -
<br /> SELF DRILLING AND SELF-TAPPING SCREWS SHALL BE #12-14 TEK SCREWS PROVIDE (4) SCREWS
<br /> RISK CATEGORY = II. 1. ASPHALT PER PANEL AT EACH
<br /> OR APPROVED EQUAL AND SHALL CONFORM TO ASTM A 545 OR SAEJ78. T/`T— SUPPORT, MINIMUM
<br /> DESIGN DATA: SAEJ93, OR ANSI/ASME 818.6.4. 2. NATIVE SOIL OR STRUCTURAL FILL NOTES:
<br /> ROOF DEAD LOAD AT CARPORTS ROOFING: 3. STEEL COLUMN PER PLAN A. AT DOUBLE PURLIN
<br /> DL ROOFING AND TRIM 1.08 PSF (3) CONNECTIONS,
<br /> DL FOR PURLINS SELF WEIGHT 1 3/8" PROFILE x 26 GA ROOF DECK (V-LINE 32) OR EQUIVALENT WITH 4. CONCRETE FOOTING ATTACH DECKING TO
<br /> #12-14 TEK SCREWS AT 9" O.C. MAX. UNLESS NOTED OTHERWISE, PROVIDE EACH PURLIN AS
<br /> ROOF SNOW LOAD 25 PSF (4) SCREWS MINIMUM PER 32" WIDE PANEL © EACH SUPPORT. 2-8" NOTED.
<br /> WIND: ROOFING IS V-LINE 32 - 26 GA (1) (4) M 4 9/16" (1) 1.
<br /> (2)
<br /> THE WIND LOADS ARE DETERMINED IN ACCORDANCE WITH ASCE 7-10
<br /> BASIC WIND SPEED V: 110 MPH GAUGE WT. S+ I+ S- _ I- • " .
<br /> EXPOSURE CATEGORY: B (IBS/FT2 (IN3/FT) (IN4/FT) (IN3/FT) (IN4/FT)
<br /> RISK CATEGORY: II ; i,
<br /> 26 0.92 0.0880 0.0626 0.0854 0.0638 y /� �;
<br /> SEISMIC: PURLINS o a 03 ROOF SCREW PATTERN
<br /> (2) SCALE: N.T.S.
<br /> IMPORTANCE FACTOR le = 1.0. ALL PURLINS ARE ASTM A653 UNLESS NOTED OTHERWISE, WITH THE ` \ ° �v
<br /> LATITUDE = 47.89651; LONGITUDE = -122.24822. / �'' �°
<br /> FOLLOWING MINIMUM GROSS PROPERTIES: � � /. iV�� a - ,�! ' ��
<br /> Ss = 1.443, 51 = 0.561, SEISMIC SITE CLASS = D. . yy, v ° J° ,j‘'\/;,''
<br /> Sds = 0.962 , Sd1 = 0.561, SEISMIC DESIGN CATEGORY = D. w'A- �/\�
<br /> RW = 1.25 INVERTED PENDULUM SYSTEM ORDINARY STEEL FRAME GAUGE DEPTH FLANGE LIP SX IX Fy ,/ / ° �/ /
<br /> CS = 0.770 (IN) (IN) (IN) (IN3) (IN4) (KSI) >
<br /> iii , a° �� Ai
<br /> FOUNDATION: 12 10.00 3.25 1.17 5.621 28.104 55
<br /> ORIGINAL GROUND OR 95% COMPACTED STRUCTURAL FILL GENERAL: \ ;
<br /> ALLOWABLE SOIL BEARING CAPACITY (DL+LL): 1,500 (ASSUMED)
<br /> 04 THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED 03 J. Tj
<br /> CONTRACTOR SHALL VERIFY SOIL CONDITION PRIOR TO PROCEEDING WITH STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE 2-0"
<br /> CONSTRUCTION. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE ' / y a WAS�I
<br /> STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT Q�w SGA
<br /> CONCRETE: ARE NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO TYPICAL COLUMN FOOTING A/ �
<br /> CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE
<br /> MINIMUM 28-DAY STRENGTH OF CONCRETE SHALL BE 3000 PSI TO COMPLY RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES,
<br /> WITH EXPOSURE REQUIREMENT OF IBC TABLE 1904.2. STRUCTURAL DESIGN IS SEQUENCES OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY 01 SCALE: N.T.S.
<br /> BASED ON f'c OF 2,500 PSI. PER IBC 1705.3, NO SPECIAL INSPECTIONS ARE PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL .p
<br /> N REQUIRED. OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). �0 4, 47. 9 9 T rh
<br /> �' STERE $� /(``
<br /> ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI. MAXIMUM CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED `SSIONAL EZS�� 1
<br /> t WATER/CEMENT RATIO (W/C) SHALL BE 0.55. PROVIDE AIR ENTRAINMENT (5% CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER 12/14/2018
<br /> ± 1%) IN CONCRETE EXPOSED TO FREEZE-THAW ACTION. SQUARE FOOT.
<br /> ep. PROJECT PREPARED FOR . i PREPARED BY ANN APPROVALS _AIMMIIM SHEET NO.�
<br /> yWHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, Camlyn Condos SITTS & HILL DESIGNED JMLS
<br /> o SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. 1009 112TH ST SW CARPORTS OF WASHINGTON DRAWN JMLS S1.0
<br /> Everett, WA 98208 ENGINEERS, INC.
<br /> c0 SHEET TITLE P.O. BOX 2389 CHECKED CJT PROJECT NO.
<br /> CIVIL • STRUCTURAL • SURVEYING
<br /> FO 1111
<br /> GENERAL STRUCTURAL NOTES BUCKLEY, WA 98321 DATE 12/12/2018
<br /> 18,181
<br /> AND TYPICAL DETAILS (360) 897-1200 � 1%�4815 CENTER STREET I TACOMA WA 98409
<br /> SCALE AS NOTED
<br /> 0
<br />
|