ZIMMER GUNSUL FRASCA ARCHITECTS LLPRELOST FIXED TOTH BOLTEDN. PTD (PT-51), TYP.LACESTRIPSSLOP AT TO OF-1/2" DRAIL MIN FROMAT TOP RISERE BEAM)EL THTUBE HR,T-51)TO NOSEDE TOPPINGAR TO SUPPORTD APPLIED (PT-51)OOFINGEL FLAT BAR,T-51)ALE (PERE BEAMCT)124AXONOMETRIC SECTION ELEVATION1A5.14LINE OF EXPANSION JOINT (EJ-03)AT EXISTING B2 (SHOWN FORREFERENCE ONLY)STRUCTURAL CONCRETE(PER STRUCT)5 INTERMEDIATE HR STANCHION BASE PLATE DETAILA5.10 6" = 1'-0"GYPSUM BOARD CEILING(PER RCP)11" 1 1/2"6 HANDRAIL DETAILSA5.10 6" = 1'-0"6 5/8"EQ EQEQ3"8 SECTION DETAIL @ STAIR HOT FLUID 1 MID APPLIED LANDINGA5.10 1 1/2" = 1'-0"WATERPROOFING (WP-03)2"1/2"1/2"MIN POST TO EDGE OF CONC. STAIREQ5 1/4"3" FINISHEDCONC.TOPPING2"MIN STRIP WIDTH1"ELECTRICAL ROUTING FOR HANDRAILLIGHTS, GC TO COORDINATE5/8"1 1/2" D STEEL TUBE HR,PAINTED (PT-51)1/2" STEEL BAR TO SUPPORTHR, PAINTED (PT-51)2" X 5/8" STEEL FLAT BAR,PAINTED (PT-51)EDGE OF NEWCONC. STAIR1 1/2" DIA. STEELHANDRAIL ABOVE,PTD (PT-51)2"X5/8" FLAT BARSTEEL STANCHIONPTD (PT-51)CENTER RAILINGPOST ON TREADS,TYP.CIP RAILING POST RAILING STANCHIONEMBED, CONCEALED FIXED TO TREAD. PTD(PT-51), TYP.COUNTERSINKANCHORS1 1/2" DIAMETERMETAL HANDRAIL1LINE OF 6" CONCRETE CURBBEHIND MASONRY BLOCK (BL-01)CAST IN PLACEWARNING STRIPS6 5/8"5/8" X 3" FLAT STEEL BARAT TOP RAIL, PAINTED(PT-50)CONTINUOUS STEELANGLE TO SUPPORTWOOD PANELINGEQ EQEQ1" WOOD INFILL PANEL(WDV-01)5/8" X 3" VERTICAL STEELSTANSION BEYONDHOT FLUID APPLIEDWATERPROOFING 5 1/4" (WP-03)5/8 X 3" STEEL BASE PLATEMIN POST TO EDGE OF CONC. STAIREXPANSION BOLT 3" FINISHEDCONC.TOPPINGCARPET IN HALLWAY(CPT-01)3"2"MIN STRIP WIDTH2"3"5 1/4"MIN POST TO EDGE OF CONC. STAIR5 INTERMEDIATE HR STANCHION BASE PLATE DETAILA5.10 6" = 1'-0"6 5/8"EQ EQEQEQEQ1"WARNING STRIP EDGE TO STAIR NOSE3"5/8" 1/4" 3'-4" 1/2" 5/8"9"1 1/2" DIA. STEELHANDRAIL ABOVE,PTD (PT-51)1 1/2" DIAMETERMETAL HANDRAILLEVEL 2 (2834' - 4")15' - 0"2" X 5/8" 1 1/2" FLAT DIA. BAR STEELSTEEL STANCHION, STANCHION. PTD (PT-51)PTD (PT-51)CENTER RAILINGPOST ON TREADS,CAST TYP. IN PLACEWARNING STRIPS3" FINISHED CONC.TOPPINGCIP RAILING POSTEMBED, CONCEALEDHOT FLUID APPLIEDWATERPROOFINGROUTE CONDUIT FOR HR(WP-03) LIGHT AT END HRSTRUCTURALSTANCHIONS (REF TO ELECCONC.FORPERMORE INFO)STRUCTURE COUNTERSINKANCHORSLINE OF EXPANSION JOINT (EJ-03)AT EXISTING B2 (SHOWN FORREFERENCE ONLY). TAPPER CUTFLUSH WITH GRADE AT ENDCONCRETE1 END HR STANCHION BASE PLATE DETAIL @ FIRST AND LAST STANCHIONA5.10 26" = 1'-0" SECTION AT LEVEL 2 RAILINGA8.25 3" = 1'-0"11EDGE OF NEWCONC. STAIR1 1/2" DIA. STEELHANDRAIL ABOVE,PTD (PT-51)2"X5/8" FLAT BARSTEEL STANCHIONPTD (PT-51)CENTER RAILINGPOST ON TREADS,TYP.CIP RAILING POSTEMBED, CONCEALEDCOUNTERSINKANCHORSEDGE OF NEWCONC. STAIR6 5/8"3'-0 5/8"3 1/2"EQ EQ5/8" X 3" STEEL PLATECOUNTER SUPPORT TYPEVERY 3' STARTING ATSTANCHIONS5/8" X 3" STEEL FLAT BARSPANNING CONTINUOUSBETWEEN VERTICALSTANCHIONS1" WOOD INFILL PANEL(WDV-01)ZIMMER GUNSUL FRASCA ARCHITECTS LLP5/8" X 3" VERTICAL PAINTEDSTEEL STANCHION BEYOND(PT-50)PORTLANDSEATTLE 5/8" X 3" PAINTED STEELLOS ANGELES FLAT BAR BASE (PT-50)WASHINGTON DCNEW YORK EXPANSION BOLTVANCOUVER BCCARPET1"TYPCivil Engineer:EQ11"TYPMIN 5/8" POST X 3" FLAT TO EDGE BAR STEEL OF CONC. STAIRRAIL PAINTED (PT-50)3/4"5 1/4"1'-3"3"CONTINUOUS STEELANGLE TO SUPPORTWOOD EQ PANELING 1/8"3"9"5/8"3" 7 1/2"Affiliated Engineers Inc.4742 N. 24th Street, Suite 100Phoenix, AZ 85016 1 SECTION AT LEVEL 2 RAILING WITH COUNTER(602) 429-5800 A8.25 3" = 1'-0"Trueform2009 North 7th StreetPhoenix, AZ 850063 SECTION DETAIL (480) @ STAIR 382-42441 BOTTOM LANDINGA5.10 1 1/2" = 1'-0"Foodservice Consultant:6 7/8"3/4"TYP1'-11"EDGE OF NEWCONC. STAIR1 1/2" DIA. STEELHANDRAIL ABOVE,PTD (PT-51)1 1/2" DIA. STEELSTANCHION, PTD (PT-51)CENTER RAILINGPOST ON TREADS,TYP.CIP RAILING POSTEMBED, CONCEALEDROUTE CONDUIT FOR HRLIGHT AT END HRSTANCHIONS (REF TO ELECFOR MORE INFO)COUNTERSINKANCHORS1 END HR STANCHION BASE PLATE DETAIL @ FIRST AND LAST STANCHIONA5.10 6" = 1'-0"515 South Flower StreetSuite 3700Los Angeles, CA 90071T 213 617 1901www.zgf.comConsultantsWood / Patel2051 West Northern Ave, Suite 100Phoenix, AZ 85021(602) 335-8500Structural Engineer:John A Martin & Associates950 South Grand Avenue4th Floor, Los Angeles, CA 90015(213) 483-6490Mechanical, Electrical,Plumbing Engineering,Lighting Design, Audio /Visual Technology:Landscape Architect:NGAssociates11135 San Pablo Avenue, Suite 1782El Cerrito, CA 94530(510) 255-96843'-6"1LEVEL 2 (2834' - 4")15' - 0"PORTLANDSEATTLELOS ANGELESWASHINGTON DCNEW YORKVANCOUVER BC515 South Flower StreetSuite 3700ZIMMER GUNSUL FRASCA ARCHITECTS Los LLP Angeles, CA 90071T 213 617 1901www.zgf.comPORTLANDSEATTLELOS ANGELESWASHINGTON DCNEW YORKVANCOUVER BC515 South Flower StreetSuite 3700Los Angeles, CA 90071T 213 617 1901www.zgf.comConsultantsConsultantsCivil Engineer:Wood / Patel2051 West Northern Ave, Suite 100Phoenix, AZ 85021(602) 335-8500Structural Engineer:John A Martin & Associates950 South Grand Avenue4th Floor, Los Angeles, CA 90015(213) 483-6490Civil Engineer:Mechanical, Electrical,Wood / PatelPlumbing Engineering,2051 West Northern Ave, Suite Lighting 100 Design, Audio /Phoenix, AZ 85021 Visual Technology:(602) 335-8500Affiliated Engineers Inc.Structural Engineer:4742 N. 24th Street, Suite 100Phoenix, AZ 85016John A Martin & Associates (602) 429-5800950 South Grand Avenue4th Floor, Los Angeles, CA 90015 Landscape Architect:(213) 483-6490TrueformMechanical, Electrical,2009 North 7th StreetPlumbing Engineering,Phoenix, AZ 85006Lighting Design, Audio /(480) 382-4244Visual Technology:Foodservice Consultant:Affiliated Engineers Inc.4742 N. 24th Street, Suite 100 NGAssociatesPhoenix, AZ 85016 11135 San Pablo Avenue, Suite 1782(602) 429-5800El Cerrito, CA 94530(510) 255-9684Landscape Architect:Trueform2009 North 7th StreetPhoenix, AZ 85006(480) 382-4244Notice of Extended Payment ProvisionFoodservice Consultant:This contract allows the owner to makeNGAssociatespayment within 60 days after certification11135 San Pablo Avenue, Suite and approval 1782 of billings and estimates forEl Cerrito, CA 94530 progress payments, within 60 days after(510) 255-9684certification and approval of billings andestimates for release of retention andwithin 60 days after certification andapproval of billings and estimates for finalpayment.RevisionsNotice of Extended Payment Provision1 PERMIT REV 07.24.20This contract allows the owner to makepayment within 60 days after certificationand approval of billings and estimates forprogress payments, within 60 days aftercertification and approval of billings andestimates for release of retention andwithin 60 days after certification andapproval of billings and estimates for finalpayment.Revisions1 PERMIT 1 REV 07.24.20Roche TissueDiagnosticsVentana MedicalSystems B4ET1910 E Innovation Park Dr,
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