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GENERAL NOTES: SEE STRUCTURAL NOTES ON SHEET 8104
<br /> (1) THE STEEL ROOF PANELS ARE AVAILABLE FROM MCBI AND THE PANELS TO USE ARE THE 26 GAUGE PBR PANELS(SEE SITE PLANS FOR COLOR). THE ROOF PANELS ARE TO BE FASTENED TO NEW fit:AA:it;4:414.ROOF JOISTS WITH SELF-TAPPING GALVANIZED SCREWS AT 16"O.C.MAX.AND ARE TO HAVE PANEL END CLOSURES FIELD-INSTALLED AT EACH END OF PANEL. ROOF PANELS ARE TO HAVE 3/32"X 1/2" ©°'SEALER TAPE INSTALLED BETWEEN PANEL SECTIONS AND ALL PANELS ARE TO BE INSTALLED AS PER MANUFACTURERS INSTRUCTIONS. STEEL ROOF PANELS AS MENTIONED ABOVE HAVE A CLASS'A' 0�
<br /> A • I •ra
<br /> FIRE RATING.
<br /> (1) PVC ROOFING IS TO BE FULLY ADHERED,PVC SHEET MEMBRANE,ASTM D4434,TYPE III,FABRIC REINFORCED,60 MILS(1.5mm)NOMINAL THICKNESS,COLOR WHITE. PRODUCT TO BE USED IS • ' 1-...- •
<br /> MANUFACTURED BY GAF MATERIALS CORPORATION,MODEL TO BE USED IS'EVERGUARD PVC 60 MIL FLEECE-BACK MEMBRANE AND IS U.L.APPROVED FOR USE ON CLASS A,B,OR C ROOF,AND IS FM / ', ' /
<br /> APPROVED. INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION OVER MINIMUM 3"THICK EXTRUDED-POLYSTYRENE BOARD INSULATION:ASTM C 578,TYPE IV,1.6 LB/CU.FT.(26 .. , .
<br /> KG/CU.m)MINIMUM DENSITY,SQUARE EDGE OR APPROVED EQUAL. ,4 I�
<br /> 54777
<br /> (2) MOISTURE BARRIER TO BE ASTM E 1677,TYPE I AIR RETARDER WITH FLAME-SPREAD AND SMOKE DEVELOPED INDEXES OF LESS THAN 25 AND 450 RESPECTIVELY,WHEN TESTED ACCORDING TO •'6 �+
<br /> ASTM E84,U.V.STABILIZED AND ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. PRODUCT TO BE USED IS DUPONT TYVEK
<br /> �Q �ISIERti �
<br /> HOMEWRAP.
<br /> (3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR INCONSISTENCIES SHALL BESSjONAL� � 18.14.17
<br /> REFERRED TO THE OWNERS REPRESENTATIVE. THEY
<br /> IT IS AE ACTING NFLAW EDIRANY C10N O PERSON.UNLESS
<br /> WE SSI NOL UNDER THE.TO TIEN OFA LICENSED
<br /> MEN
<br /> PROFE8810NAL ENGINEER TO ALTER THIS DnCJ HENT.
<br /> (4) THE CONTRACTOR SHALL LOCATE,ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS OF ARCHITECTURAL,MECHANICAL,ELECTRICAL,PLUMBING AND OTHER WORK WITH APPROPRIATE
<br /> PARTIES.
<br /> (5) ALL PERMITS AND INSPECTIONS FOR THIS BUILDING WITH LOCAL BUILDING OFFICIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TI••Mobile®• •
<br /> (6) FINAL EXTERIOR FINISHING:STANDING SEAM ROOF,FACIA,SOFFIT,ETC.SHALL BE APPROVED BY THE OWNERS REPRESENTATIVE.ATTACHMENT OF CLADDING SHALL BE ADEQUATE TO MEET A 27
<br /> PSF NEGATIVE LOADING.ALL EXTERIOR DOORS AND DOOR JAMBS SHALL BE PAINTED A STANDARD GRAY COLOR,UNLESS SPECIFIED OTHERWISE. 19807 NORTH CREEK PARKWAY NORTH
<br /> BOTHELL,WA 98011
<br /> (7) FINAL INTERIOR FINISHING:ALL INTERIOR WALLS TO BE FINISHED WITH 5/8"TYPE'X'GYPSUM BOARD AND IS TO BE PAINTED'EGGSHELL WHITE'AND A FINISHING MOLDING IS TO BE INSTALLED
<br /> AROUND ANY WALL OPENINGS. NO EXPOSED GYP BOARD EDGES ARE PERMITTED. FLOORING IS TO BE FINISHED WITH'ARMSTRONG VCT-51830 TILE FLOORING',1/8"THICK,WITH 4"RUBBER COVER
<br /> BASE. Technology Assocletes
<br /> (8) ALL WALL PENETRATIONS ARE REQUIRED TO HAVE A WEATHER PROOF RUBBER ESCUTCHEON INSTALLED.
<br /> PNW MARKET OFFICE
<br /> (9) CAULKING IS REQUIRED(SILICONE SEALANT)AT EVERY JOINT AT TRANSITIONS OF MATERIALS OR CHANGE IN MATERIAL FINISH DIRECTION,AND ALL INTERIOR CORNERS SHOULD BE CAULKED 650 SOUTH ORCAS STREET,STE.R-103
<br /> SEATTLE,WA 98108
<br /> ALSO.
<br /> DESIGN CRITERIA:
<br /> (1) INTERNATIONAL BUILDING CODE 2015 GOVERNS DESIGN.
<br /> (2) BUILDING CATEGORY III,UNMANNED AND UNINHABITED FACILITY. Technology Associates
<br /> (3) ROOF SNOW LOAD ASSUMED 25 PSF.
<br /> (4) WIND 110 MPH(3 SEC GUST)PER IBC 2015,EXPOSURE"C". ARCHITECTURE&ENGINEERING
<br /> (5) SEISMIC PER IBC 2015,SITE CLASS"D",SDS=0.933. 3111 CAMINO DEL RIO NORTH,STE.400
<br /> SAN DIEGO,CA 92108
<br /> •
<br /> 2 11!312016 ISSUED FOR 100%CD MOM
<br /> © 06I14'2017 REMOVED LANDSCAPE PLAN BPL
<br /> © 08,2212016 ADDED LANDSCAPE PLAN MOM
<br /> SCALE SCALE A 0611512010 ISSUED FOR CITY REVISIONS MOM
<br /> GENERALNOTES N.T.S. 1 NOT USED N.Ts. 2 0 „6,2616 16 SUED FOR 100%CD RENEW MOM
<br /> 8'-0" 3 0211/2017 RELOCATE LEASE AREA NFL
<br /> —A8" REV DATE DESCRIPTION BY
<br /> FOUNDATION WALL
<br /> 12"0 ANCHOR BOLT WITH 3"SQUARE
<br /> 1_0" WASHERS(0.299"THICK)AND NUTS
<br /> OVERLAP AT 32"O.C.WITH 7"EMBED.,3" S EO 1845
<br /> 4"THICK 4000 PSI CONCRETE SLAB PROJECTION C G J!l
<br /> WITH BASE EACHOF Y ONBLAB e" CASCADE HIGH
<br /> MIN.GRAVEL BASE,TOP OF SLAB=9"
<br /> ` _ 12"WIDE CONTINUOUS
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<br /> — ., .L is ti.,. EVERETT,WA98203
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<br /> q1 4 .,f--TOP OF FOUNDATION WALL"9" CLEARANC PERIMETER I S ETION ALONG #4 HORIZONTAL AT 12"0.0
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<br /> G7 DOOR SCHEDULE SHEET TITLE
<br /> d I GENERAL NOTES,
<br /> I° 4 � 4I SHELTER
<br /> 1a FOUNDATION
<br /> I SECTION A-A SHEET NUMBER
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<br /> = STRUCTURAL NOTES N.T.S.
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