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ALUMINUM SEQUENCING CONSTRUCTION AND LATERAL STABILITY VERIFICATION/INSPECTION f TESTING FREQUENCY REFERENCE 2. INSPECTION OF HIGH-STRENGTH BOLTING .
<br /> (SEE SPECIFICATIONS FOR PROCEDURES
<br /> ALL WORK SHALL BE IN ACCORDANCE WITH THE "SPECIFICATION FOR ALUMINUM STRUCTURES," THE STRUCTURAL COMPONENTS BY THEMSELVES ARE A NON-SELF-SUPPORTING 0. CERTIFIED MILL TEST REPORTS FOR SUBMITTAL ACI 318: FOR INSPECTION AND TESTING):
<br /> 10TH EDITION (2015), BY THE ALUMINUM ASSOCIATION, INC. STRUCTURE. LATERAL FORCES DUE TO WIND, EARTHQUAKE, OR SOIL ARE EACH SHIPMENT OF REINFORCING STEEL 21 .1 .5.2; A. BEARING-TYPE CONNECTIONS. PERIODIC AISC 360: �
<br /> CARRIED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE LATERAL SYSTEM. IN BOUNDARY ELEMENTS OF SPECIAL IBC: 1708.2 SECTION M2.5;
<br /> ALUMINUM STRUCTURAL SHAPES AND PLATES SHALL BE 6061-T6. CERTAIN ELEMENTS SHOWN ON THE STRUCTURAL DRAWINGS ARE REQUIRED FOR REINFORCED CONCRETE SHEAR WALLS IBC: 1704.3.3
<br /> AND IN SPECIAL REINFORCED CONCRETE
<br /> BOLT MATERIAL SHALL BE AS FOLLOWS: OVERALL OR LOCAL STABILITY OF OTHER ELEMENTS (SUCH AS BEAMS, C�LUMNS, MOMENT FRAMES. 3. MATERIAL VERIFICATION OF
<br /> AND WALLS). IF, DUE TO SEQUENCING OF CONSTRUCTION, THESE STABILITY STRUCTURAL STEEL:
<br /> CONNECTED MATERIALS BOLT MATERIAL NUTS ELEMENTS ARE NOT IN PLACE, THE CONTRACTOR SHA�L RETAIN A STRUCTURAL 1. INSPECTION OF REINFORCING STEEL PERIODIC ACI 318: 3.5, A. IDENTIFICATION MARKINGS TO SUBMITTAL ASTM: A6, A568; �
<br /> ENGINEER LICENSED TO PERFORM THE WORK IN THE JURISDICTION WHERE THE AND PLACEMENT. 7.1 -7.7; CONFORM TO ASTM STANDARDS IBC: 1708.4
<br /> ALUMINUM TO ALUMINUM ALUMINUM 2024-T4 6061-T6 PROJECT IS LOCATED, WHO SHALL INVESTIGATE WHERE TEMPORARY IBC: 1913.4 SPECIFIED IN THE APPROVED
<br /> OR STAINLESS STEEL OR ASTM F594 CONSTRUCTION DOCUMENTS.
<br /> ASTM F593 (GROUP 1) (GROUP 1) SHORING/BRACING IS REQUIRED AND SHALL DESIGN THIS TEMPORARY 2. INSPECTION OF REINFORCING STEEL
<br /> SHORING/BRACING. THE CONTRACTOR SHALL PROVIDE THIS SHORING/BRACING WELDING AND MECHANICAL SPLICING: B. MANUFACTURERS' CERTIFIED MILL SUBMITTAL ASTM: A6, A568; _
<br /> ALUMINUM TO STEEL ASTM F593 GROUP 1 ASTM F594 (GROUP 1) UNTIL THE REQUIRED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS HAVE BEEN A. VERIFICATION OF WELDABILITY PERIODIC AWS D1 .4; TEST REPORTS. IBC: 1708.4
<br /> � � INSTALLED AND REACH THEIR FINAL DESIGN STRENGTHS. OF REINFORCING STEEL OTHER ACI 318: 3.5.2
<br /> THAN ASTM A706. 4. MATERIAL VERIFICATION OF WELD :
<br /> ALUMINUM TO CONCRETE ASTM F593 (GROUP 1) ASTM F594 (GROUP 1) FILLER MATERIALS:
<br /> EXISTING STRUCTURE B. WELDING OF REINFORCING STEEL- CONTINUOUS AWS D1 .4; A. IDENTIFICATION MARKINGS TO SUBMITTAL AISC 360:
<br /> MATERIAL MAY BE SHEARED, SAWED, CUT WITH A ROUTER, OR ARC CUT. ALL EDGES WHICH RESISTING FLEXURAL AND AXIAL ACI 318: 3.5.2 CONFORM TO AWS SPECIFICAT►ON SECTION A3.5 �
<br /> HAVE BEEN ARC CUT SHALL BE PLANED TO REMOVE EDGE CRACKS. AVOID RE-ENTRANT CUTS. EXISTING STRUCTURAL DIMENSIONS AND MEMBER SIZES ARE FOR REFERENCE FORCES IN (NTERMEDIATE AND IN THE APPROVED CONSTRUCTION
<br /> OXYGEN CUTTING OF A�UMINUM ALLOYS SHALL NOT BE PERMITTED. FIELD ALTERATIONS SHALL ONLY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR SPECIAL MOMENT FRAMES, AND DOCUMENTS.
<br /> NOT BE PERMITfED. TO FABRICATION. THE CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION BOUNDARY ELEMENTS OF SPECIAL
<br /> OF EXISTING CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE REINFORCED CONCRETE SHEAR WALLS B. MANUFACTURERS' CERTIFICATE OF SUBMITTAL -
<br /> STRUCTURAL MATERIAL SHALL NOT BE HEATED WITHOUT THE PRIOR CONSENT OF TNE ENGINEER. BEGINNING WORK. ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE AND SHEAR REINFORCEMENT. COMPLIANCE REQUIRED.
<br /> PREHEATING, IF REQUIRED FOR WELDING, SHALL BE DETAILED ON THE SHOP DRAWINGS FOR REPORTED TO THE ARCHITECT FOR RESOLUTION BEFORE BEGINNING WORK. REFER C. WELDING OF SHEAR CONTINUOUS AWS D1 .4; 5. INSPECTION OF STRUCTURAL STEEL
<br /> REVIEW BY THE ENGINEER, TO ARCHITECTURAL PLANS FOR DIMENSIONS, EMBEDMENTS, AND OPENINGS NOT REINFORCEMENT. ACI 318: 3.5.2 WELDING:
<br /> BOLT HOLES (1/16 INCH OVER BOLT SIZE) MAY BE EITHER DRILLED OR PUNCHED, IF PUNCHED SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR DUCTS, PIPING, A. COMPLETE AND PARTIAL JOINT CONTINUOUS AWS D1 .1 ;
<br /> EMBEDMENTS, AND OPENINGS NOT SHOWN. D. WELDING OF OTNER REINFORCING PERIODIC AWS D1 .4; PENETRATION GROOVE WELDS. IBC: 1704.3.1 .
<br /> WITHOUT DISTORTION OF THE PIECE. ALL HOLES DETAILED TO BE MADE IN THE FIELD SHALL BE STEEL. ACI 318: 3.5.2 .
<br /> DRILLED. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER TO PERFORM THE B. MULTIPASS FILLET WELDS. CONTINUOUS AWS D1 .1 ;
<br /> NECESSARY STRUCTURAL MODIFICATIONS TO THE EXISTING STRUCTURE SHOWN ON E. MECHANICAL SPLICING IN CONTINUOUS - IBC: 1704.3.1
<br /> ALL WELDING SHALL CONFORM TO AWS D1.2 (2014), "STRUCTURAL WELDING CODE- ALUMINUM", AND ACCORDANCE WITH A CURRENT
<br /> "SPECIFICATION FOR ALUMINUM STRUCTURES." ALL WEI�DING SHALL BE DONE BY AWS CERTIFIED THE STRUCTURAL AND ARCHITECTURAL PLANS AND DETAILS. THE CONTRACTOR ICC-ES EVALUATION REPORT. C. SINGLE-PASS FILLET WELDS CONTINUOUS AWS D1 .1 ;
<br /> WELDERS. PARTS SHALL BE WELDED WITH AN INERT GAS SHIELDED ARC OR RESISTANCE WELDING MUST RETAIN A STRUCTURAL ENGINEER LICENSED TO PERFORM THE WORK IN THE > 5/16". IBC: 1704.3.1
<br /> PROCESS. NO WELDING PROCESS THAT REQUIRES A WELDING FLUX SHA�L BE USED. FILLER A�LOY JURISDICTION WHERE THE PROJECT IS LOCATED, WHO SHALL INVESTIGATE WHERE 3. INSPECT BOLTS AND HEADED STUDS CONTINUOUS ACI 318: 8.1 .3,
<br /> SHALL BE 5356 OR 5556. THIS TEMPORARY SHORING/BRACiNG IS REQUIRED AND SHALL DESIGN THIS (EXCEPT AT BEAM-TO-DECK 21 .2.8 D. SINGLE-PASS FILLET WELDS PERIODIC AWS D1 .1 ;
<br /> TEMPORARY SHORING/BRACING. {NSTALLATION) TO BE INSTALLED IN IBC: 1911 .5, < 5/16". IBC: 1704.3.1
<br /> ALUMINUM SEPARATION: ALUMINUM SURFACES TO BE PLACED IN CONTACT WITH STEEL SHALL BE CONCRETE PRIOR TO AND DURING 1912.1
<br /> SEPARATED FROM TNE STEEL SURFACES WITH A CONTINUOUS SHEET OF HYPALON NEOPRENE OR PLACEMENT OF CONCRETE WHERE E. FLOOR AND ROOF DECK WELDS. PERIODIC AWS D1 .1 • �
<br /> ' ' DEFERRED STRUCTURAL SUBMITTALS ALLOWABLE LOADS HAVE BEEN IBC: 1704.3.1 �
<br /> APPROVED EQUAL. IN NO INSTANCES SHALL ALUMINUM CONTACT STEEL. IN NO CASES SHALL A INCREASED OR WHERE STRENGTH DESIGN
<br /> FASTENER BE IN DIRECT CONTACT WITH BOTH ALUMINUM AND STEEL. THE NEOPRENE OR HYPALON SOME STRUCTURAL SYSTEMS ARE DEFINED AS VENDOR-DESIGNED COMPONENTS PER IS USED.
<br /> MAY BE GLUED OR TAPED IN PLACE AND SHALL BE PUNCHED FOR BOLT HOLES. 6. INSPECTION OF STEEL FRAME JOINT PERIODIC IBC: 1704.3.2
<br /> THE STRUCTURAL DOCUMENTS. THESE ELEMENTS OF THE DESIGN ARE DEFERRED DETAILS FOR COMPLIANCE WITH
<br /> MECHANICAL ELECTR{CAL PLUMBING SYSTEM SUPPORTS SUBMITTAL COMPONENTS AND HAVE NOT BEEN PERMII7ED UNDER THE BASE 4. INSPECTION OF ANCHORS INSTALLED PERIODIC ACI 318: 3.8.6, APPROVED CONSTRUCTION DOCUMENTS:
<br /> � � BUILDING APPLICATION. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT THE IN HARDENED CONCRETE. 8.1 .3, 21 .2.8 A. DETAILS SUCH AS BRACING AND
<br /> STAMPED COMPONENT SYSTEM DOCUMENTS TO THE BUILDING OFFICIAL FOR APPROVAL. INSTALLATION OF MECHANICAL AND IBC: 1912.1 ST(FFENING.
<br /> TNE CONTRACTOR SHALL DESIGN AND SUPPLY ALL ADDITIONAL MISCELLANEOUS ADHESIVE ANCHORS IN ACCORDANCE
<br /> METALS AND SYSTEM SUPPORT COMPONENTS THAT ARE NECESSARY TO SUPPORT ALL WITH THE MANUFACTURER'S B. MEMBER LOCATIONS.
<br /> MECHANICAL, ELECTRICAL (TELECOM, AUDIO VISUAL, ETC), AND DOCUMENTS FOR DEFERRED SUBMITFAL ITEMS SHALL BE SUBMITTED TO THE RECOMMENDATIONS AND THE
<br /> PLUMBING/FIRE-PROTECTION SYSTEMS. SUCH METALS AND SUPPORT COMPONENTS ARCHITECT, WH0 SHALL REVIEW THEM FOR GENERAL CONFORMANCE TO THE pESIGN REQUIREMENTS OF THE ICC-ES C. APPLICATION OF JOINT DETAILS
<br /> AND THEIR CONNECTIONS SHALL BE PROVIDED AS NECESSARY TO DIRECTLY AND OF THE BUILDING. THE CONTRACTOR SHALL SUBMIT THESE REVIEWED DEFERRED REPORT FOR THE PRODUCT INSTALLED. AT EACH CONNECTION.
<br /> CONCENTRICALLY IMPOSE LOADS ON THE PRIMARY STRUCTURE. THE CONNECTIONS SUBMITfAL DOCUMENTS TO THE BUILDING OFFICIAL. THE DEFERRED SUBMITTAL
<br /> ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS SPECIAL INSPECTION - S�ILS
<br /> TO THE PRIMARY STRUCTURE ARE SUBJECT TO THE REQUIREMENTS OF THE H A V E B E E N A P P R O V E D B Y T H E B U I L D I N G O F F I C I A�.
<br /> M I S C E L L A N E O U S M E T A L S S E C T I O N A B O V E. T H E S E S Y S T E M S M A Y B E S U P P O R T E D EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT, AND LOAD-BEARING
<br /> DIRECTLY FROM STEEL ROOF AND COMPOSITE FLOOR/ROOF SLABS SUBJECT TO THE 5. V E R I F Y I N G U S E O F R E Q U I R E D D E S I G N P E R I O D I C A C I 3 1 8: C H 4, REQUIREMENTS (IN ACCORDANCE WITH THE APPROVED GEOTECHNICAL REPORT).
<br /> THE FOLLOWING UST INCLUDES THE ITEMS THAT ARE DEFINED AS DEFERRED MIX. 5.2-5.4;
<br /> FOLLOWING LIMITATIONS: 50 POUNDS MAY HANG FROM STEEL ROOF DECK. LOADS STRUCTURAL SUBMITTAL COMPONENTS. REFER TO THE ARCHITECTURAL, IBC: 1904.2.2,
<br /> SHALL BE LOCATED NO CLOSER THAN 5 FEET FROM ANY ADJACENT HANGING LOAD, MECHANICAL, ELECTRICAL, AND CIVIL DRAWINGS FOR ADDITIONAL DEFERRED 1913.2, 1913.3 VERIFICATION/INSPECTION/TESTING FREQUENCY
<br /> AND THE CONTRACTOR SHALL COORDINATE THE SUPPORT AND HANGING LOADS FROM SUBMITTAL COMPONENTS. 1 . VERIFY MATERIALS BELOW SHALLOW PERIODIC
<br /> ALL BUILDING SYSTEMS. THE MECHANICAL/ELECTRICAL/PLUMBING SYSTEM 6. AT THE TIME FRESH CONCRETE IS CONTINUOUS ASTM C172, C31 ; ;
<br /> DEFERRED STRUCTURAL SUBMITTAL COMPONENTS: SAMPLED TO FABRICATE SPECIMENS ACI 318: 5.6, FOUNDATIONS ARE ADEQUATE TO
<br /> SUPPORTS SHALL ACCOMMODATE LATERAL MOVEMENTS BEfWEEN ADJACENT FLOORS FOR STRENGTH TESTS, PERFORM SLUMP 5.8; ACHIEVE THE DESIGN BEARING .
<br /> AS DEFINED IN THE STORY DRI�f SECTION OF THESE NOTES. EXTERIOR CLADDING AND AIR CONTENT TESTS, AND IBC: 1913.10 CAPACITY.
<br /> DETERMINE THE TEMPERATURE OF THE
<br /> INTERIOR METAL STUD FRAMING METAL STUD SYSTEMS CONCRETE. 2. VERIFY EXCAVATIONS ARE EXTENDED PERIODIC
<br /> TO PROPER DEPTH AND HAVE REACHED
<br /> INTERIOR PARTITIONS SHALL CONSIST OF METAL STUD TYPE FRAMING THAT HAS MISCELLANEOUS 7. INSPECTION OF CONCRETE CONTINUOUS ACI 318: 5.9, PROPER MATERIAL.
<br /> CURRENT ICC-ES EVALUATION ftEPORTS. CONNECTION OF STUDS, TRACK, AND PLACEMENT FOR PROPER 5.10;
<br /> REFER TO ARCHITECTURAL MECHANICAL ELECTRICA� CIVIL ELEVATOR OR APPLICATION TECHNIQUES. IBC: 1913.6, 3. PERFORM CLASSIFICATION AND TESTING PERIODIC
<br /> OTHER ITEMS BY MEANS OF EITHER DRILLED-IN ANCHORAGE OR POWDER DRIVEN OTHER SPECIALTY ENGINEERING DRAWINGS FOR DIMENSIONS NOT SHOWN, 1913.7, 1913.8 OF COMPACTED FILL MATERIALS.
<br /> FASTENERS SNALL OCCUR WITH FASTENERS AS INDICATEp IN THE METAL STUD INCLUDING BUT NOT LIMITED T0: SIZE AND LOCATION OF CURBS, EQUIPMENT �
<br /> ICC-ES REPORTS. CONNECTIONS SHALL ALLOW FOR THE BUILDING MOVEMENTS HOUSEKEEPING PADS, WALL AND FLOOR OPENINGS, BLOCKOUTS, FLOOR 8. INSPECTION FOR MAINTENANCE OF PERIODIC ACI 318: 5.11 - 4. VERIFY USE OF PROPER MATERIALS, CONTINUOUS
<br /> CITED ABOVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STRUCTURAL DEPRESSIONS, SUMPS, DRAINS, ANCHOR BOLTS, EMBEDDED ITEMS, SPECIFIED CURING TEMPERATURE AND 5.13; DENSITIES AND LIFT THICKNESSES
<br /> DESIGN OF SOFFITS, SUSPENDED WALLS, CEILINGS, OR CONDITIONS WHERE THE ARCHITECTURAL TREATMENT, ETC. TNE CONTRACTOR SHALL VERIFY DIMENSIONS TECHNIQUES. IBC: 1913.9 DURING PLACEMENT AND COMPACTION
<br /> AND RESOLVE DISCREPANCIES OR CONFLICTS PRIOR TO CONSTRUCTION. OF COMPACTED FILL, INCLUDING THAT
<br /> STUQ FRAMING IS USED TO SUPPORT CASEWORK OR SIZEABLE DOOR/WINDOW 9. INSPECT FORMWORK FOR SHAPE, PERIODIC ACI 318: 6.1 .1 SUPPORTING SLABS ON GRADE.
<br /> HARDWARE; TNE METAL STUD FRAMING; AND ANY MISCELLANEOUS STEEL FRAMING WHERE SECTIONS ARE INDICATED ON THE PLAN BY A NUMBER AND A DRAWING LOCATION, AND DIMENSION OF THE
<br /> THAT IS DETERMINED TO BE NECESSARY BASED ON THE CONTRACTOR'S DESIGN. NUMBER THUS, 1/S5.01 , THE INDICATED SECTION (1) IS SHOWN ON STRUCTURAL CONCRETE MEMBER BEING FORMED. 5. PRIOR TO PLACEMENT OF COMPACTED PERIODIC
<br /> INTERIOR METAL STUD FRAMING SHALL ACCOMMODATE LATERAL MOVEMENTS DRAWING S5.01 . F1LL, OBSERVE SUBGRADE AND VERIFY
<br /> BETWEEN ADJACENT FLOORS AS DEFINED IN THE STORY DRIFT SECTION OF THESE SPECIAL INSPECTION - STRUCTURAL STEEL AND WELDING THAT SITE HAS BEEN PREPARED
<br /> SPECIAL INSPECTION PROPERLY.
<br /> NOTES. SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS INDICATING STRUCTURAL STEEL THAT IS PART OF THE STRUCTURE
<br /> IMPOSED LOADS ON THE PRIMARY STRUCTURE FOR THESE CONDITIONS. 6. VERIFY USE OF PROPER MATERIALS, CONTINUOUS
<br /> SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF AN ENGINEER SPECIAL INSPECTION - GENERAL DENSITIES, LIFT THICKNESSES, AND �
<br /> VERIFICATIONf INSPECTION/TESTING FREQUENCY REFERENCE PLACEMENT TECHNIQUES FOR BACKFILL
<br /> LICENSED TO PERFORM THE WORK IN THE JURISDICTION WHERE THE PROJECT IS THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION AND TESTING PER IBC
<br /> LOCATED. SECTIONS 1704, 1706, 1707, AND 1708. THIS WORK SHALL BE PERFORMED BY 1 . MATERIAL VERIFICATION OF HfGH- BEHIND STRUCTURAL WALLS.
<br /> A SPECIAL INSPECTOR CERTIFIED BY THE STATE OF WASHINGTON TO PERFORM STRENGTH BOLTS, NUTS AND WASHERS:
<br /> BUILDING TOLERANCES THE TYPES OF INSPECTIONS AND TESTS SPECIFIED. THE FREQUENCY OF A. IDENTIFICATION MARKINGS TO PERIODIC APPLICABLE ASTM
<br /> INSPECTIONS AND TESTING SHALL BE AS OUTLINED BELOW. DEFICIENCIES CONFORM TO ASTM STANDARDS MATERIAL
<br /> STANDARD TOLERANCES SHALL BE BASED ON THE REQUIREMENTS OF THE AISC SHALL BE REPORTED DAILY TO THE CONTRACTOR. SUMMARY REPORTS SHALL BE SPECIFIED IN THE APPROVED SPECIFICATIONS;
<br /> CODE OF STANDARD PRACTICE AND ACI 117, STANDARD SPECIFICATIONS FOR DISTRIBUTED WEEKLY TO THE OWNER, ARCHITECT, CONTRACTOR, BUILQING CONSTRUCTION DOCUMENTS. ACI 360: A3.3
<br /> OFFICIAL, AND STRUCTURAL ENGINEER. SEE THE SPECIFICATIONS FOR
<br /> TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS. ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION AND TESTING. B. MANUFACTURER'S CERTIFICATE OF SUBMITTAL -
<br /> COMPLIANCE REQUIRED.
<br /> SPECIAL INSPECTION - CONCRETE O
<br /> MAGNUS S ON $tructural+Civil Engineers
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<br /> CONCRETE THAT IS PART OF THE STRUCTURE, INCLUDING CONCRETE CAST ON KLEMENCIC �,,,�� SeattleWashington98101-2699
<br /> STEEL DECK AND SHOTCRETE. ASSOCIATES � T:2D62921200 F:2062921201 Q
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<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE M
<br /> CK T ACCEPTABILITY Q. TATHAM o$.03.�5 W2829162 C 05.24.16
<br /> �1 � GENERAL NOTES �
<br /> - 40-092 BUILDING EXPANSION W2829162 MKA P.T. RYAN 08.13.15 aF w�srfr � THIS DESIGN AND/OR H K . �
<br /> `�e`� '�cT.y SPECIFICATION IS APPROVED P.T. RYAN 08.03.15 SHEEr o
<br /> BOE,�� � " _� � � E" �" TITLE 40-092 BUILDING EXPANSION N
<br /> A 40-092 BUILDING EXPANSION W2829162 MKA P.T. RYAN 11.19.�5 APPROVED BY DEPT. DATE G, FRANCO 08.03.15 S�C �
<br /> B 40-092 BUILDING EXPANSION W2829162 MKA P.T. RYAN 01.21.16 CHECKED N
<br /> �, P.T. RYAN o$.03.�5 B U I L D I N G 40'O 7� JOB N0. COMP N0. �
<br /> � z3�86 w APPROVED
<br /> C 40-092 BUILDING EXPANSION W2829162 MKA P.T. RYAN 05.24.16 �°,� `''�RAL E�G �w W2829� 62 � �
<br /> �'ssroN�LE��'� aePRovEo STRUCTURAL MASTER EVERETT, Wq °wc No. 40-092-S2C
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