Structural PlanNOTE #SEE DRAWING# FOR NOTEDETAIL #SEE DRAWING # FOR DETAILDETAIL REFERENCE TAG:NOTE REFERENCE TAG:SECTION CUT DIRECTION SECTION LETTERSEE DRAWING #FOR SECTIONSECTION REFERENCE TAG:LEGEND:REVISION INDICATOR:1D1AD1NOTE: G-1C1XEXISTING STRUCTURES/OBJECTS/UTILITIESSURVEYED AND OR FIELD VERIFIED:PROPOSED STRUCTURES/OBJECTS/UTILITIES:LINE TYPE:EXEXEXEXW1EXEXEXEXEXEXEXHM1W2R/R 1NEW R/RVAC. EQUIP. 1EQUIP. 2VAC EQUIP. 2EQUIP. 1EX. COVERED AREAEQUIP. 3EQUIP. 4HALLTUNNEL EXTENSION02EXEXEXEXW3W3W3W3W3W3W3EX06EXEXEXSlope Slope
Slope2'EQUAL 14'-0"EQUAL
EQ.EX. OPENING EQ.
14'N.T.S.9'-4"5'-4"
5'-0"2'-4"6'-8"4'-0"6"A6.19A6.138A6.11
A6.1
1
A6.13A2.14A2.11A2.12A2.1WIDEN AND LOWER THE SILLSOF (7) EXISTING WINDOWS.PROVIDE NEW HEADER ASSEMBLY. MAINTAIN 1 EXISTING JAMB.MAINTAIN EXISTING HEAD HEIGHT.PATCH WALLS TO MATCH.NEW ADDITIONCUT IN NEWDOORSWALE SITE PAVING ASNEEDED FOR APPROVEDFLUSH HC ACCESS.NEW HC ACCESSIBLEFIXTURES. TIE TOEXISTING PLUMBINGIN AREA. PATCH DISSTURBEDITEMS TO MATCH.REMOVE (2) EX.BOLLARDS.REPAINT EX. BOLLARDS.TYPICALPATCH EXISTING PAVINGSWALE PAVINGUP TO DOORPROVIDE NEW FLOOR SLABAT TUNNEL EXTENSION.SLOPE TO TRENCH. COORD.W/ OWNER.REMOVE EX.OH DOOR. MAINTAINHEADER. CASE OUTW/ NEW MR PANELSREPLACE EXISTINGOH DOOR.PATCH SURROUND.STEP TOP OF WALL FOUNDATIONW/ EXISTING SLOPING GRADE IN AREA.PATCH EXISTING PAVING DISTURBEDEXISTING WALLS ATEXISTING COVEREDAREA. PATCH ANDREPAIR.MAINTAIN ALL EXISTING LOAD BEARINGSTRUCTURE. REPLACE EXTERIORWALL WITH NEW 8" MASONRY WALL.BUILD TIGHT TO EXISTING DECK ABOVE.EXISTING R/RFIXTURESTO REMAINNEW 8" CMU WALLTO 4" ABOVE CLG.REMOVE EX. NON-LOADBEARING WALLS. RENOVATEAREA AS PER NEW R/R.EX. BRICKEX. CMU WALLCOVER MAOSNRYTHIS AREA WITH NEWCULTURED STONECUT BACK EXISTING ROOFOH IN AREA OF NEW ADDITION.REMOVE EXISTINGCORRELATOR. PATCH SLAB.REMOVE DOOR.INFILL OPENING TOMATCHCUT IN NEW WINDOW.PROVIDE NEW FRAMED OPNGPATCH WALLS TO MATCH.ALIGN WALLSNEW 8" CMU WALL.BUILD TIGHT TO DECKABOVE.CIRCULATING FAN.COORD. LOCATION W/OWNERCURVED MIRRORA/C HIGHON WALLEXISTING OPENING.W/ NEW DUAL OH DOOR ASSEMBLY.INSULATED COILING OH DOOR AND HIGH SPEEDAUTO OVERHEAD DOOR.FLUSH FFEFLUSH FFE(2) NEW BOLLARDSMASONRY VENEER @(3) SIDES OFOPER BOOTH.COVER NEW INTERIOREXPOSED CMU WALLFACES W/ MR PANELSEXISTING TRENCHH.C.H.C.SIMILARNEW OPER. BOOTHHMFSF1W4AW4A6.1
2EX. STRUCTURETO REMAIN. TYPICALNEW 8" CMU WALL.BUILD TIGHT TO DECKABOVE.NEW FLOOR SLABTHIS AREANEW TRENCHEXTENSIONASPER OWNER'SINSTRUCTION NEWCORRELATOR ASPER OWNER'SINSTRUCTIONNEW 8'H M.O. W/ DUAL OHDOOR ASSEMBLY.INSULATED COILING OHDOOR AND HIGH SPEEDAUTO OVERHEAD DOOR.COORD. EXACT DOORLOCATION W/ OWNER. PRIORTO STARTNEW FLOOR SLABTHIS AREA. DROP FFEPER GRADE IN AREA.OPERATOR BOOTH2D1PROPOSED CMU WALL& FOOTING1D13D1FOOTING TIE8D2AREA OF ASPHALTTO BE REMOVED3A1EXIT FASCIA2A1REPLACEMENT WINDOW LINTELS(TYP.FOR 7)6D1ENTRANCE SLAB3,7D2AREA OF EXISTING ASPHALTPAVEMENT TO BE REMOVEDPROPOSED WINDOW LINTELS(TYP.FOR 2)6D1AREA OF CONCRETE SLABTO BE REMOVED3A16D2CMU WALL & THICKENEDSLAB FOOTING (HEIGHT OFWALL 4" ABOVE EXISTINGCEILING)MATCH EXISTING SLOPETAPER SLAB IN AREA OF OPERATORBOOTH TO TRANSITION TOCARWASH ENTRANCEEQUAL
EQ.3'4'-6"EXIT FOOTING(TYP.FOR 2)CMU BLOCK WALL3D1GENERAL NOTES:G-1) BASE MAP BASED ON LIMITED FIELD MEASUREMENTS AND INFORMATION PROVIDED BY OWNER.G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK(1-800-962-7962) AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATINGCONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFYENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED.REV #DATEISSUED / REVISIONS1BUILDING STRUCTURAL PLANSCALE: SEE GRAPHIC SCALE7/14/2021ASUBMITTED TO QUEENSBURY FOR BLDG. PERMIT REVIEW & PERMIT TO CONSTRUCT"DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHERPURPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WORK, WITHOUT THE WRITTEN CONSENT OF JARRETT ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS "ISSUED FORCONSTRUCTION" MAY BE USED FOR SAME. USER SHALL HOLD JARRETT ENGINEERS, PLLC HARMLESS AND DEFEND JARRETT ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."ONLY COPIES OF THIS DRAWING WITH ABLUE SEAL SHALL BE CONSIDERED TRUEAND VALIDALTERATION OF THIS DOCUMENT EXCEPTBY A LICENSED ENGINEER IS UNLAWFUL.12 EAST WASHINGTON STREETGLENS FALLS, N.Y.COPYRIGHT ÓPLOTTED / REVISED:DRAWING:PHONE: (518) 792-2907JARRETT Engineers, PLLCCivil & Environmental EngineeringSTRUCTURAL PLANS1CARWASH MODIFICATIONSTIDAL WAVE AUTO SPA708 QUAKER ROADQUEENSBURY, NEW YORKJUNE 2021PRO #21-012SHEET: 8 OF 10BASESHEET: 30 x 42 7/14/2021 1:00 PMH. THOMAS JARRETTP.E. # 575092021FULL SCALE (42" x 30"): 3/16" = 1'( IN FEET )GRAPHIC SCALEEXISTING ASPHALT DRIVING SURFACETO BE REMOVEDEXISTING NON-BEARINGWALL TO BE REMOVEDEXISTING BOLLARDS TO REMAINSAW CUT EXISTING ASPHALT AT OPENINGEXISTING NON-BEARINGWALL TO BE REMOVEDEXISTING WALL TO REMAINEXISTING STRUCTURAL ELEMENTSABOVE TO REMAINEXISTING STRUCTURAL ELEMENTSABOVE TO REMAINEXISTING COLUMN TO REMAINEXISTING COLUMNS TO REMAINSTRUCTURAL DESIGN LOADS:DESIGN LOADS:3A1ENTRANCE BAY DEMOSCALE: N.T.S.2EXIT FASCIA PLANSCALE: SEE GRAPHIC SCALECOLUMN TO REMAINEXISTING CONCRETE SLABTO BE REMOVED