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<br /> , _ _ 5 Permit#: 61409-014
<br /> Site Address: 1525 75TH ST SW STE 100 � y`='�
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<br /> . _ I ;Qwner: ' JOHNSON PROPERTIES I LLC i
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<br /> �� � � ABBREVIATIONS � I T2n�nt: �S�,oE�oFFEE �
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<br /> . , _ GE , :. I ProposedU��: COMMERC(AL ,, : i ..
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<br /> NERA
<br /> ' & AND , : Description: REPAIRTRUSS DAMAGE QUETO FORKLIFf �
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<br /> GENER �
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<br /> DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS AND NOTES SHOWN REFERENCE STANDARDS: WOOD SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING D ' \ P�- t ' �ob`siTe s t FirzlP�annin�set `
<br /> OCUMENTS: �off����z_ ,
<br /> ACI AMERICAN CONCRETE INSTITUTE ON THESE DRAWINGS ARE PART OF THE CONSTRUCTION CONTRACT AND SHALL BE PROVIDED BY THE f
<br /> ADDL ADDITIONAL , `: � . .
<br /> CONTRACTOR. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL APPLY AS ��
<br /> APA AMERICAN PLYWOOD ASSOCIATION SHOWN OR DESCRIBED IN THE DETAILS AND NOTES. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BU AITC TCM "TIMBER CONSTRUCTION MANUAL" , `I . ,
<br /> —__, ,
<br /> T __._._._:_.., :.;�. -- — , .
<br /> ANSI/AWC NDS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" --� � '� �
<br /> APPROX APPROXIMATE � :��
<br /> ARE OF SIMILAR CHARACTER T0 DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED. . . ,
<br /> ANSI/AWC SDPWS "SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC" ' r
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<br /> . , ,,,
<br /> D B O T B OTTOM STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWWGS AND ALL OTHER
<br /> CONTRACT DOCUMENTS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND ALL'WOOD FRAMING DETAILS SHALL BE CO T
<br /> �I�i"Y C�� �lI��E�'T �
<br /> CONTR CONTRACTOR CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO NS RUCTED TO THE MINIMUM STANDARDS OF THE IBC. MINIMUM ��V����� ��� �����-�`
<br /> NAILING SHALL CONFORM T0 IBC TABLE 2304.10.1 OR CURRENT ICGES REPORT ESR-1539, UNLESS OTHERWISE
<br /> . COORD COORDINATE CONSTRUCTION, NOTED. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL
<br /> CTR CENTER, CENTERED DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN DRAWINGS SPECIFICATIONS REFERENCE STANDARDS DRAWINGS. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOL7S AND LAG SCREWS BEARING ON , �
<br /> d PENNYWEIGHT(NAILS)
<br /> OR GOVERNING CODE, THE MORE STRWGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL NOTIFY THE WOOD, INSTALLATION OF LAG SCREWS SHALL CONFORM TO NDS SECTION 12.1.4, AND INSTALLATION OF BOLTS THESE C�OCUM�NTS HAVE �0�(" �EEN �
<br /> : ENGWEER OF DISCRERANCIES AND OBTAIN DIRECTION PRIOR 1'0 PROCEEDING. NOTES ON INDIVIDUAL SHALL CONFORM TO NDS SECTION 12.1.3. APPROVED FOR THE 155UANCE OF .
<br /> PUBLIC�NORK, MErHANICAL, FIRE : � .
<br /> STRUCTURAL DRAWINGS SHALL TAKE PRIORITY OVER GENERAL STRUCTURAL NOTES. DIMENSIONS NOTED IN THE N E�ECT�IC��4Ft ' '�
<br /> SUPPRE5S10 , -
<br /> (E), EXIST EXISTING . ENGINEERED LUMBER: EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAM�AND PLANT NUMBER OF ERMIT� `
<br /> DRAWINGS SHALL BE FOLLOWED. DO NOT SCALE DRAWINGS. PLUMBING P
<br /> , EA EACH, EPDXY (ADHESIVE)ANCHOR THE MANUFACTURER, THE GRADE, THE NER OR ICC-ES REPORT NUMBER, AND THE QUALITY CONTROL AGENCY.
<br /> EE EACH END CONTRACTOR-INITIATED CHANGES: SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL AT LEAST ALL MEMBERS SHALL BE MANUFACTURED WITH AN APPROVED ADHESIVE,
<br /> EF EACHFACE
<br /> EL ELEVATION 10 WORKING DAYS PRIOR TO FABRICATION AND CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS OR �
<br /> SUBMITTALS ONLY WILL NOT SATISFY THIS REQUIREMENT.
<br /> ENGR ENGWEER BEAMS: LAMINATED VENEER LUMBER (LVL)
<br /> , ES EACH SIDE CONTRACTOR RESPONSIBILITIES: DRAWWGS REPRESENT DESIGN OF STRUCTURE IN COMPLETED FORM. Fb = 2600 PSI, E =2000 KSI, Fv=285 PSI
<br /> EW EACH WAY CONTRACTOR SHALL BE RESPONSIBLE FOR ME7HODS, SEQUENCES, AND SAFETY PRECAUTIONS REQUIRED TO
<br /> PERFORM WORK. DESIGN SHOWN ON THE DRAWINGS IS BASED ON LUMBER MANUFACTURED BY WEYERHAEUSER IN ACCORDANCE . �
<br /> MAX MAXIMUM ° WITH ICC-ES REPORT N0. ESR-1387: ALTERNATE ENGINEERED LUMBER MAY BE USED SUBJECT TO REVIEW AND CASCADE COFFEE
<br /> �
<br /> MFR MANUFACTURER CONTRACTOR SHALL'DESIGN AND PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL MEMBERS APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. A CURRENT NER OR ICC-ES REPORT AND A LIST ,
<br /> _ MW MINIMUM AND EXISTING CONSTRUCTION AS REQUIRED, SHORING AND BRACING SHALL NOT BE REMOVED UNTIL ALL FINAL STATING THE ITEM-FOR-ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY � 525 75th STREET SW
<br /> CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS, AND MATERIALS HAVE ACHIEVED PROPOSED SUBSTITUTES. #')OO
<br /> NLG NAILING ;, � ,
<br /> NTS NOT TO SCALE
<br /> DESIGN STRENGTH: : :,
<br /> � TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY EVERETT, WA 98203 ' r-
<br /> EXISTING CONDITIONS: CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDfTIONS �
<br /> AS SPECIFIED W THEIR LATEST CATALOG. ALTERNATE CONNECTORS CONFORMING WITH IBC SECTION 2303.5 &
<br /> ' OC ON CENTER PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS
<br /> 2304.10.3., THAT MEET OR EXCEED THE SPECIFIED CONNECTORS' CAPACITY MAY BE USED SUBJECT TO REVIEW �
<br /> ^
<br /> ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. EXISTING CONDITIONS SHOWN ON DRAWINGS ARE �`�� ;. .
<br /> _REF . REFERENCE . : AND APPROVAL BY THE ENGINEER. A CURRENT ICC-ES REPORT AND A LIST STATING THE ITEM-FOR-17EM ���'> �� �
<br /> C REQD REQUIRED - BASED EITHER ON SITE OBSERVATIONS, ORIGINAL DRAWINGS,-0R WERE ASSUMED BASED ON EXPECTED � �-., �� ,� , ` ,
<br /> CONDITIONS. IF EXISTING CONDITIONS DO NOT CLOSELY MATCH CONDITIONS SHOWN ON DRAWINGS, OR IF SUBSTITUTION AND CAPACITY COMPARISONS MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY C �
<br /> PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONStBLE FOR ALL ENGINEERING COSTS RELATING f��� �
<br /> SCHED SCHEDULE EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY ENGINEER PRIOR TO � ���g �
<br /> TO REVIEW AND/OR RE-DESIGN TO ACCOMMODATE PROPOSED SUBSTITUTIONS: INSTALL NUMBER AND SIZE OF �
<br /> SHTHG SHEATHING COMMENCING ANY WORK. FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE ���'�'��'� �, '
<br /> SIM SIMILAR r
<br /> �''�rmir Ser����`�
<br /> MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER STRAP ON �_es " �:�
<br /> , ,,
<br /> SPC : SPACE, SPACED, SPACING STRUCTURAL OBSERVATION SHALL BE PERFORMED PER IBC SECTION 1704.6 JOINT AND INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER WITH EQUAL NUMBER ,
<br /> SPEC SPECIFICATION AND SIZE OF FASTENERS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAM� GRADE TRUSS REPAIR
<br /> _ STRUCT STRUCTURAL CODES . :
<br /> (MINIMUM)AS MEMBERS CONNECTED. ' �
<br /> UBC UNIFORM BUILDING CODE BUILDING CODE: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE
<br /> UNO UNLESS NOTED OTHERWISE DRAWINGS, SPECIFICATIONS AND THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, AS AMENDED BY NAILING NOT SPECIFICALLY NOTED IN DRAWINGS SHALL QE AS SHOWN IN IBC TABLE 2304.10.1. NAILS SHALL
<br /> VERT VERTICAL
<br /> THE STATE OF WASHINGTON. COMPLY WITH ASTM F1667. MINIMUM NAIL DIMENSIONS SHALL BE AS FOLLOWS:
<br /> REVISIONS
<br /> W/ WITH DESIGN CRITERIA SIZE DIAMETER LENGTH Na oa-rE oEscRiPTioN `
<br /> WD WOOD
<br /> , 16d 0.162" 31/2"
<br /> FLOOR DESIGN DATA:
<br /> IN ADDITION TO THE SELF WEIGHT,THE FOLLOWING LOADS ARE USED FOR DESIGN: ; �
<br /> ; ,
<br /> SNOW DESIGN DATA: _� �
<br /> <:
<br /> � ,
<br /> ;.
<br /> GROUND SNOW LOAD P9 = 20 PSF (ASCE 7 FIGURE 7-1) ' <.:
<br /> . FLAT-ROOF SNOW LOAD Pr = 20 PSF (ASCE 7 SECTION 7.3); 25 PSF MIN UNIFORM SNUW
<br /> LOAD IN ACCORDANCE WITH SEAW WHITE PAPER 8-2010
<br /> B SNOW EXPOSURE FACTOR Ce = 1.0 (ASCE 7 TABLE 7-2)
<br /> SNOW LOAD IMPORTANCE FACTOR I s = 1.0 (ASCE 7 SECTION 7.3.3) �
<br /> THERMAL FACTOR Ct = 1,0 (ASCE 7 TABLE 7-3) `., , � .
<br /> PROJECT INFORMATION
<br /> � PROJECT PRINCIPAL: PNC
<br /> PROJECT MANAGER: PNC , /
<br /> DESIGNED: SRB
<br /> . DRAWN: RLC
<br /> CHECKED: PNC + ` >,
<br /> : _ DATE: _ 08/19/2019
<br /> ' PROJECT NUMB�R: ' 262019.059
<br /> � ENGINEER'S SEAL
<br /> ��H.AN c�
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<br /> SHEET TITLE
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