Construction Details8" CMUOPERATORBOOTH2' RAD.AHUSEE CMU WALL & FOOTINGSECTION FOR FOUNDATIONREQUIREMENTSEXISTING ROOF FRAMINGAND STRUCTURE TO REMAINSEE ARCHITECTURAL PLANSFOR FINISH DETAILSLINTEL DETAIL6D11A,1BD1VERIFY (NOT TO SCALE)4D1SEE WALL REINFORCEMENTFOR REQUIREMENTS3' MIN.1'9"3" CLEAR (TYP)2'FOOTING TO BEAR ON UNDISTURBEDNATIVE SOIL OR SUBBASE MATERIALIS TO BE PLACED IN 6" LIFTS ANDCOMPACTED TO 95% ASTM D-1557DENSITY SPECIFICATIONSFINISHED GRADEINTERIOR FLOOR(3) #4 BAR CONTINUOUSBOND BEAM - EVERY (8) COURSESAND TOP COURSEEXISTING ROOF FRAMINGAND STRUCTURE TO REMAINSEE ARCHITECTURAL PLANSFOR FINISH DETAILS26'-0" T.O.M.CODE COMPLIANTINSULATIONTUNNEL FFEEXISTINGTUNNEL(EXIT END)T.O.M.SEE CMU WALL & FOOTINGSECTION FOR FOUNDATIONREQUIREMENTSINTERIORFLOORBOND BEAM - EVERY (8) COURSESAND TOP COURSESEE ARCHITECTURAL PLANSFOR FINISH DETAILSEXISTING TOREMAIN1A,1BD1FINISHED GRADEINTERIOR FLOOR4D1SEE WALL REINFORCEMENTFOR REQUIREMENTSVARIES6" MIN.9"3" CLEAR (TYP)2'EXISTING BEDROCK(3) #4 BAR CONTINUOUSFOOTING/LEVELING PAD TOBEAR ON BEDROCK(REMOVE ROCK FRAGMENTSFROM BEARING SURFACE)MIN. 8" EMBEDMENTINTO BEDROCK WITHEPOXY ANCHOR, (TYP.)(IF SURFACE OF BEDROCKIS FRACTURED, LENGTHENEMBEDMENT DEPTH TOMIN. 16"#4 REBAR ROCK ANCHOR AT 6' O.C.AND 1' MAX. FROMEACH END / CONTROL JOINTSBEARING ON BEDROCK(ALTERNATE)SEE ARCHITECTURAL PLANSFOR FINISH DETAILS5D1CMU WALL REINFORCEMENTSCALE: N.T.S.HORIZONTAL REINFORCINGSTANDARD DUR-O-WALL DA3100 TRUSSJOINT REINF. @ 16" O.C. (HOT DIPPEDGALVANIZED) OR APPROVED EQUIVALENTVERTICAL REINFORCING2,000 PSI GROUT8"8"8x16 CMU8x16 CMU#4 REBAR @ 16" O.C.(FULL HEIGHT TYP.)(CENTERED IN WALL)REV #DATEISSUED / REVISIONS7/14/2021ASUBMITTED 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 EngineeringCONSTRUCTION DETAILSD1CARWASH MODIFICATIONSTIDAL WAVE AUTO SPA708 QUAKER ROADQUEENSBURY, NEW YORKJUNE 2021PRO #21-012SHEET: 9 OF 10BASESHEET: 30 x 42 7/14/2021 1:00 PMH. THOMAS JARRETTP.E. # 575092021CONCRETE SPECIFICATIONS:1.CAST-IN-PLACE CONCRETE WORK SHALL COMPLY WITH THE FOLLOWING CODES AND STANDARDS: ACI-301,"SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS", ACI-318 "BUILDING CODE REQUIREMENTS FOR REINFORCEDCONCRETE", EXCEPT AS MODIFIED HEREIN.2.ALL CONCRETE SHALL BE 3500 PSI STRENGTH AT 28 DAYS. ALL REINFORCEMENT STEEL SHALL BE 60,000 PSI STRENGTH,ASTM A-615.3.PLACING CONCRETE IN FORMS: DEPOSIT CONCRETE IN FORMS IN HORIZONTAL LAYERS NOT DEEPER THAN 24 INCHESAND IN A MANNER TO AVOID INCLINED CONSTRUCTION JOINTS. WHERE PLACEMENT CONSISTS OF SEVERAL LAYERS,PLACE EACH LAYER WHILE PRECEDING LAYER IN SUNTIL PLASTIC TO AVOID COLD JOINTS.3.1.CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND-SPADING,RODDING, OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCEWITH ACI 309.3.2.DO NOT USE VIBRATORS TO TRANSPORT CONCRETE INSIDE FORMS. INSERT AND WITHDRAW VIBRATORS VERTICALLYAT UNIFORMLY SPACED LOCATIONS NOT FARTHER THAN VISIBLE EFFECTIVENESS OF MACHINE. PLACE VIBRATORS TORAPIDLY PENETRATE PLACED LAYER AND AT LEAST 6 INCHES INTO PRECEDING LAYER. DO NOT INSERT VIBRATORS INTOLOWER LAYERS OF CONCRETE THAT HAVE BEGUN TO SET. AT EACH INSERTION LIMIT DURATION OF VIBRATION TOTIME NECESSARY TO CONSOLIDATE CONCRETE AND COMPLETE EMBEDMENT OF REINFORCEMENT AND OTHEREMBEDDED ITEMS WITHOUT CAUSING SEGREGATION OF MIX.4.PROVIDE CONSTRUCTION AND CONTROL JOINTS AS INDICATED OR REQUIRED. LOCATE CONSTRUCTION JOINTS SO AS NOTTO IMPAIR STRENGTH AND APPEARANCE OF THE STRUCTURE.5.DO NOT TACK-WELD OR WELD REINFORCING STEEL.6.COMPACTION OF SUBBASE MATERIAL SHALL BE DONE IN 6" LIFTS TO 95% ASTM D-1557 DENSITY SPECIFICATIONS.7.EXCAVATION: REMOVE AND DISPOSE OF MATERIALS ENCOUNTERED AS DIRECTED BY OWNER TO OBTAIN REQUIREDSUBGRADE ELEVATIONS. TRIM BOTTOM TO REQUIRED LINES AND GRADES TO PROVIDE SOLID BASE TO RECEIVECONCRETE.8.PRODUCTS:PORTLAND CEMENT: ASTM C-150, TYPE 1 OR TYPE II.AGGREGATES: ASTM C-33, EXCEPT LOCAL AGGREGATES OF PROVEN DURABILITY MAY BE USED WHEN ACCEPTABLE TOTHE ENGINEER. MAXIMUM COARSE AGGREGATE SIZE SHALL BE 1½ "WATER: POTABLEAIR - ENTRAINING ADMIXTURE: ASTM C-260.WATER REDUCING ADMIXTURE: ASTM C-494; TYPE AS REQUIRED TO SUIT PROJECT CONDITIONS. USE ONLY ADMIXTURESTHAT HAVE BEEN TESTED AND ACCEPTED IN MIX DESIGNS.SEALANT / BACKER ROD: SEALANT SHALL BE TWO PART POLYSULFIDE JOINT SEALANT MEETING THE REQUIREMENTS OFASTM C-920, TYPE M, GRADE NS.9.DESIGN MIX:9.1.MIX PROPORTIONS AND DESIGN: PROPORTION MIXES COMPLYING WITH THE MIX DESIGN PROCEDURES SPECIFIED INACI 301.USE AIR ENTRAINING ADMIXTURE IN ALL CONCRETE, PROVIDING NOT LESS THAN 5% NOR MORE THAN 7%ENTRAINED AIR.9.2.DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES, AS INDICATED ONDRAWINGS AND SCHEDULES:9.2.1.W/C RATIO = 0.46 MAXIMUM9.2.2.CONCRETE SLUMP AT POINT OF PLACEMENT: NOT LESS THAN 2" NOR MORE THAN 4".FOUNDATION DAMP PROOFING & PROTECTION:1.4" PERFORATED PVC FOOTING DRAINS TO BE PROVIDED. DRAINS TO BE WRAPPED IN 6" OF #2 STONE. FILTER FABRIC TOBE PLACE AROUND STONE TO PREVENT MIGRATION OF SOIL INTO STONE. DAY LIGHT FOOTING DRAINS DOWN SLOPE ANDAWAY FROM STRUCTURES & DRAINAGE SYSTEMS.2.PROVIDE WATER PROOFING APPLICATION/MEMBRANE ON ALL FOUNDATION/FOOTINGS ENCLOSING HABITABLE ORUSABLE SPACES. PROOFING TO BE FROM FOOTING TO FINISH GRADE. MIN 3/8" INCH PORTLAND CEMENT PARGING.3.PROVIDE PARGE COATING OR ANOTHER DURABLE COATING OVER EXPOSED ABOVE GRADE FOAM INSULATION BOARDINSULATING THE CONCRETE FOUNDATION. DURABLE COATING TO EXTEND MINIMUM 6" BELOW FINISHED EXTERIORGRADE.ANCHORAGE:1.ALL WALL PLATES/SILLS TO BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS SPACED AT A MAXIMUM OF 6'-0"ON CENTER & 1'-0" FROM PLATE/SILL SECTIONS.2.ANCHOR BOLTS TO BE 1/2"∅ & IMBEDDED MINIMUM 7" INTO CONCRETE/MASONARY3.INTERIOR BEARING WALLS PLATES TO BE ANCHORED USING APPROVED FASTENERS FOR USE.4.PLATES/SILLS TO BE PROTECTED FROM DECAY AND TERMITES.1AD1CMU WALL & FOOTING SECTION - SOILSCALE: N.T.S.1BD1CMU WALL & FOOTING SECTION - BEDROCKSCALE: N.T.S.3D1WALL SECTION - EXIT END OF TUNNELSCALE: N.T.S.2D1WALL SECTION - OPERATOR BOOTHSCALE: N.T.S.6D1TYPICAL LINTEL DETAILSCALE: N.T.S.4D1TYPICAL CMU WALL REINFORCING DETAILSCALE: N.T.S.
SOLID CMUEACH SIDESEE ARCHITECTURALPLANS FOR FINISHESSEE ARCHITECTURALPLANS FOR EQUIPMENTINSTALLATION ANDREQUIREMENTSEXISTING TO REMAINHOT DIPPEDGALVANIZEDW8 x 18 LINTEL(OH DOOR)6D1SOLID CMUEACH SIDESEE ARCHITECTURALPLANS FOR FINISHESSEE ARCHITECTURALPLANS FOR EQUIPMENTINSTALLATION ANDREQUIREMENTSEXISTING TO REMAINHOT DIPPED GALVANIZEDW8 x 18 LINTEL (OH DOOR)6D13D2CONCRETE SLAB SECTION @ HAUNCHSCALE: N.T.S.COMPACTION OF SUBBASE MATERIALSHALL BE DONE IN 6" LIFTS TO 95%ASTM D-1557 DENSITY SPECIFICATIONS5"1'1'6"(2) #4 BAR;CONTINUOUS AROUNDPERIMETER OF SLAB6 x 6 - W2.9 x w2.9 WWM(CENTERED IN SLAB)3" CLEAR COVERCOMPACTION OF SUBBASE MATERIALSHALL BE DONE IN 6" LIFTS TO 95%ASTM D-1557 DENSITY SPECIFICATIONS5"1'1'6"(2) #4 BAR;CONTINUOUS AROUNDPERIMETER OF SLAB6 x 6 - W2.9 x w2.9 WWM(CENTERED IN SLAB)3" CLEAR COVER'L' 24" x 24" #4 REBAR@ 16" O.C.7D2CONCRETE SLAB SECTION @ CMU WALLSCALE: N.T.S.1. EPOXY RESIN JOINTS MATERIAL; HARDNESSSHORED 50 (ASTM D2240); ELONGATION 6%,APPLY FROM 3 - 6 MONTHS AFTERCONSTRUCTION.2. CONTROL JOINTS TO BE PLACED A MAX. 9' O.C.1 12"5D2CONTROL JOINT DETAILSCALE: N.T.S.SAW CUTJOINT MATERIALSEE NOTE 1.8D2FOOTING TIESCALE: N.T.S.CMU BLOCK WALLEXISTING CMUEXISTING POUREDIN PLACE CONCRETEFOOTINGNEW POURED INPLACE CONCRETEFOOTING12" MIN.24" SMOOTH #4DOWEL (2) PER24" FOOTING58" DRILL HOLEMIN. 3'x3"16" CMU(TYP.)16" CMU(TYP.)PLAN VIEWSECTION1'4D2TYPICAL PIER DETAILSCALE: N.T.S.EXISTING CONCRETE FLOORTYPE "S" MORTAR6D2INTERIOR CMU WALL & FOOTINGSCALE: N.T.S.HEIGHT AS REQUIRED8x16 CMUCAP BLOCK AS REQUIRED2'9"(3) #4 CONT3" CLEAR (TYP)COMPACTION OF SUBBASE MATERIALSHALL BE DONE IN 6" LIFTS TO 95%ASTM D-1557 DENSITY SPECIFICATIONS24" SMOOTH #4DOWEL (2) PER24" FOOTING (TYP.EACH SIDE)58" DRILL HOLE1' THICK SPREAD FOOTINGREINFORCING4,5D1REV #DATEISSUED / REVISIONS7/14/2021ASUBMITTED 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 EngineeringCONSTRUCTION DETAILSD2CARWASH MODIFICATIONSTIDAL WAVE AUTO SPA708 QUAKER ROADQUEENSBURY, NEW YORKJUNE 2021PRO #21-012SHEET: 10 OF 10BASESHEET: 30 x 42 7/14/2021 1:00 PMH. THOMAS JARRETTP.E. # 575092021STRUCTURAL NOTES1) METAL FRAMING ANCHORS: CLEVELAND STEEL SPECIALTY CO., HARLEN METAL PRODUCTS, INC., SILVER METALPRODUCTS, INC., SIMPSON STRONG-TIE COMPANY, INC., SOUTHEASTERN METALS MANUFACTURING CO., INC.2) FOR NON-LOAD-BEARING INTERIOR PARTITIONS PROVIDE FRAMING OF THE FOLLOWING GRADE AND SPECIES: GRADE:CONSTRUCTION, STUD, OR NO. 3. SPECIES: EASTERN SOFTWOODS; NELMA OR SPRUCE-PINE-FIR; WWPA.3) ALL EXTERIOR WALL FRAMING TO BE 2X6 CONSTRUCTION WITH MAXIMUM STUD SPACING OF 16" O.C.4) FOR EXTERIOR AND LOAD-BEARING WALLS PROVIDE FRAMING OF THE FOLLOWING GRADE AND SPECIES:GRADE: NO. 2. OR BETTER, SPECIES: SPF; WWPA.5) FLOOR FRAMING TO BE PROVIDED OF THE FOLLOWING GRADE & SPECIES: GRADE #2 OR BETTER, SPECIES - SPF - WWPAOR AS OTHERWISE SPECIFIED ON DRAWINGS (FIRST FLOOR FLOOR JOISTS TO BE #2 SOUTHERN YELLOW PINE).6) PROVIDE ENGINEERED WOOD PRODUCTS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND FOR WHICHCURRENT MODEL CODE RESEARCH OR EVALUATION REPORTS EXIST THAT EVIDENCE COMPLIANCE WITH BUILDING CODE INEFFECT FOR PROJECT. PROVIDE ENGINEERED WOOD PRODUCTS WITH ALLOWABLE DESIGN STRESSES, AS PUBLISHED BYMANUFACTURER, THAT MEET OR EXCEED THOSE INDICATED.7) WHERE STRUCTURAL-USE PANELS ARE INDICATED FOR CONCEALED TYPES OF APPLICATIONS, PROVIDEAPA-PERFORMANCE-RATED PANELS COMPLYING WITH REQUIREMENTS DESIGNATED UNDER EACH APPLICATION FORGRADE, SPAN RATING, EXPOSURE DURABILITY CLASSIFICATION, AND EDGE DETAIL (WHERE APPLICABLE). PROVIDE PANELSMEETING REQUIREMENTS SPECIFIED BUT NOT LESS THAN THICKNESS INDICATED.8) FOR WALL & ROOF SHEATHING PROVIDE APA-RATED 'CDX' PLYWOOD SHEATHING.9) COMPLY WITH AFPA'S "MANUAL FOR WOOD FRAME CONSTRUCTION," UNLESS OTHERWISE INDICATED. INSTALLENGINEERED WOOD PRODUCTS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. INSTALL FRAMINGMEMBERS OF SIZE AND AT SPACING INDICATED ON DRAWINGS. DO NOT SPLICE STRUCTURAL MEMBERS BETWEENSUPPORTS.10) LVL CONNECTION CONSISTS OF 10 ROWS OF 10d NAILS @ 12" O.C. (TOP, MIDDLE. CENTER).11) DECK CONNECTION TO EXTERIOR WALL, DECK SHALL BE POSITIVELY ANCHORED TO THE EXTERIOR WALL (RIM BOARD)AND DESIGNED FOR BOTH VERTICAL AND LATERAL LOADS. FOR A DECK THAT CANNOT BE POSITIVELY ANCHORED THEDECK SHALL BE SELF-SUPPORTING. DECK LEDGER CONNECTED TO THE EXTERIOR WALL TO BE A MINIMUM OF A #2 2x8NOMINAL (PRESSURE TREATED) DIMENSIONAL LUMBER. SEE DECK CONNECTION DETAIL FOR SPECIFICATIONS OFCONNECTION.1D2HEADER DETAIL - TUNNEL ENTRANCESCALE: N.T.S.2D2HEADER DETAIL - TUNNEL EXITSCALE: N.T.S.