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19-073_30PleasantStreetLiftRenovation for: GI001 TITLE SHEET GC101 OVERVIEW FLOOR PLANS A101 FLOOR PLANS A201 ELEVATIONS & SECTIONS BUILDING CODES AND STANDARDS GENERAL NOTES INDEX TO DRAWINGS CONSTRUCTION CLASSIFICATION OCCUPANCY CLASSIFICATION APPLICABLE CODES & STANDARDS 1.MASSACHUSETTS STATE BUILDING CODE (780 CMR); 9TH EDITION 2.INTERNATIONAL EXISTING BUILDING CODE (IEBC); 2015 EDITION 3.INTERNATIONAL MECHANICAL CODE (IMC); 2015 EDITION 4.MASSACHUSETTS PLUMBING & FUEL GAS CODE (248 CMR) 5.PORTIONS OF THE INTERNATIONAL FIRE CODE (IFC); 2015 EDITION 6.NFPA 101 LIFE SAFETY CODE; 2015 EDITION 7.INTERNATIONAL ENERGY CONSERVATION CODE (IECC); 2015 EDITION 8.MASSACHUSETTS ARCHITECTURAL ACCESS BOARD REGULATIONS (521 CMR) 9.MASSACHUSETTS ELECTRIC CODE (527 CMR) R-2 TYPE 5 1.THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL WORK THAT IS SHOWN ON THE CONTRACT DRAWINGS THAT IS NOT SPECIFICALLY IDENTIFIED TO BE THAT OF A SUB-CONTRACTOR, INCLUDING ALL WORK THAT IS DESCRIBED BY THE CONTRACT DOCUMENTS THAT IS NOT IDENTIFIED AS BEING ANY SPECIFIC CONTRACTOR'S RESPONSIBILITY. THE SCOPES OF WORK OF THE INDIVIDUAL FIELD SUB-CONTRACTORS ARE IDENTIFIED IN THEIR RESPECTIVE SPECIFICATION SECTIONS. 2.THE GENERAL CONTRACTOR WILL PROVIDE BARRICADES, TEMPORARY LIGHTS, TEMPORARY TELEPHONE SERVICE, AND CLEAN-UP SERVICE TO THE WORK AREA. 3.THE GENERAL CONTRACTOR WILL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR WILL COORDINATE WORK ACCORDINGLY WITH ALL SUBCONTRACTORS AND THE OWNER. 4.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE AND THOROUGH CLEAN-UP AT THE END OF THE JOB, AND FOR DAILY REMOVAL OF CONSTRUCTION DEBRIS AND CLEAN-UP. 5.THE GENERAL CONTRACTOR WILL PERFORM MINOR SPACKLING AND REPAIRS TO EXISTING WALLS THROUGHOUT THE WORK AREA, AS IS REQUIRED IN PREPARATION FOR NEW FINISHES. 6.IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY AND EXECUTE ALL WORK IN ACCORDANCE WITH THE APPLICABLE STATE BUILDING CODE, CURRENT EDITION, WITH ALL OF ITS REFERENCED PUBLICATIONS AND ALL OTHER APPLICABLE STATE, FEDERAL, AND LOCAL CODES AND REGULATIONS. 7.IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO SEE THAT ALL WORK PERFORMED IS IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION'S LIFE SAFETY CODE (NFPA 101), CURRENT EDITION. 8.THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS APPLICABLE TO THE SCOPE OF WORK, AS REQUIRED BY THE OWNER, AND AS REQUIRED FOR REGULATORY COMPLIANCE. 9.THE GENERAL CONTRACTOR WILL PROVIDE THE OWNER WITH INSURANCE CERTIFICATES FOR THE REQUIRED INSURANCES PRIOR TO STARTING THE WORK. 10.THE GENERAL CONTRACTOR WILL FILE FOR AND SECURE ALL APPROVALS, PERMITS, AND CERTIFICATES OF COMPLIANCE AS REQUIRED. 11.THE GENERAL CONTRACTOR SHALL FULLY COMPLY WITH THE OWNER'S "INTERIM LIFE SAFETY POLICY" DURING THE ENTIRE CONSTRUCTION PERIOD. NEW ENCLOSED VERTICAL PERSONAL PLATFORM LIFT DWYER RESIDENCE 30 PLEASANT STREET #6 NORTHAMPTON, MASSACHUSETTS 01060 3/10/2020 5:16 PMTITLE SHEET GI001 GS SEAL: MARK DATE ISSUE -03/10/2020 PERMIT SET PROJECT NO: PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: DATE: COPYRIGHT: 19-073 REK REK 03/10/2020 SHEET TITLE: CONSULTANT: 64 GOTHIC STREET, SUITE 1 NORTHAMPTON, MA 01060 T 413.585.1512 F 413.586.7945 www.haiarchitecture.com H AI Architecture, Inc. New Enclosed Vertical Personal Platform Lift Dwyer Residence 30 Pleasant Street, #6 Northampton, MA 01060 Renovation for: PROJECT: DN DN UP DN UP DN DN ROOM NAME AND ROOM NUMBER DOOR NUMBER NEW WALL CONSTRUCTION EXISTING CONSTRUCTION WALL TYPE NEW HALF WALL CONSTRUCTION (U.N.O.) ROOM NAME XXX XXX 1 PROJECT AREA CEILING - MOUNTED EXIT SIGN WALL - MOUNTED EXIT SIGN EMERGENCY LIGHT LEGEND KEY PLAN SCALE: NOT TO SCALE - - EXISTING CONSTRUCTION ABOVE APPROXIMATE LINE OF UNIT BOUNDARY (SHOWN JUST OUTSIDE ACTUAL BOUNDARY FOR CLARITY) AREA OF NO RENOVATION STORAGE UP UP ACCESS STAIRWAY TO UNIT #6-G ABOVE CORRIDOR (COMMON) ELECTRIC METERS 3 A101 EXISTING BRICK WALL (BELOW)3'-10"8'-412"+/- 1114" 5'-6" CLEAR8"8"3'-1134" MINNEW FOUNDATION WALL WITH FOOTING (BELOW) AREA OF INFILL (4" THICK MINIMUM) BETWEEN EXISTING FLOOR SLAB AND NEW FOUNDATION NEW ELEVATOR PIT SLAB, MINIMUM 4" THICK UNIT 5 REF. UNIT 1 KITCHEN UP UNIT 6UNIT 6 CLOSET CLOSET TOILET UP VESTIBULE (UNIT 6) MECH. KITCHEN UP UP LINE OF LOFT ABOVE LINE OF LOFT ABOVE LINE OF LOFT ABOVE E.P. E.P. UNIT 6 DECK AREA REF. AREA OF UNIT 6 EXCLUSIVE USE PROJECT AREA 4'-4"5'-6"CLEAR 3'-712" CLEAR1'-0" 1'-63 4" TO F.O. STUD LINE OF NEW ROOF ABOVE 1 A101 LIFT DN UNIT 1-G TOILET DN GARAGE (UNIT 6-G)SIDEWALKPROJECT AREA ACCESS STAIRWAY TO BASEMENT 2 A101 REMOVE EXISTING COURSE OF CMU OVER BRICK WALL EXISTING ELECTRICAL SERVICE FOR BUILDING NEW STEPPED CONCRETE SLAB OVER EXISTING DIRT FLOOR EXISTING MASONRY OPENING W/ (ASSUMED) WOOD FRAMED INFILL 5'-6"CLEAR 3'-512" CLEAR1'-714" TO F.O. STEP 3'-1134" MIN3/10/2020 5:16 PMOVERVIEW FLOOR PLANS GC101 JR SEAL: MARK DATE ISSUE -03/10/2020 PERMIT SET PROJECT NO: PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: DATE: COPYRIGHT: 19-073 REK REK 03/10/2020 SHEET TITLE: CONSULTANT: 64 GOTHIC STREET, SUITE 1 NORTHAMPTON, MA 01060 T 413.585.1512 F 413.586.7945 www.haiarchitecture.com H AI Architecture, Inc. New Enclosed Vertical Personal Platform Lift Dwyer Residence 30 Pleasant Street, #6 Northampton, MA 01060 Renovation for: PROJECT:PLANNORTHBASEMENT PLAN SCALE: 1/4" = 1'-0"PLANNORTHSECOND FLOOR PLAN SCALE: 1/4" = 1'-0"PLANNORTHGROUND FLOOR PLAN SCALE: 1/4" = 1'-0" DN UP UP UNIT 6 DECK AREA LIFT LIFT PIT 2 A201 3 A201 1 A201 A 1 A201 A 2 A201 3 A201 2 A201 3 A201 4 A201 4 A201 4 A201 LINE OF NEW ROOF PANELS ABOVE (FROSTED ACRYLIC SANDWICH PANELS)4'-4" NEW ROOF (ABOVE)5'-6" CLEAR 3'-712" CLEAR1'-634" WALL TO FO FRAMING 7'-834"+/- NEW ENCLOSURE 3'-8" DOOR RO4'-1"+/- ENCLOSURE23'-112" NEW ROOF (ABOVE) 5'-6" CLEAR 3'-912" CLEAR1'-634" WALL-FO PIT/FRAMING 7'-812"+/- NEW ENCLOSURE 3'-6" DOOR RO4'-1"+/- ENCLOSURE5'-6" CLEAR SLAB (RECESS)3'-912" CLEARSLAB (RECESS)111 4" +3" STEP TO WALL 8'-412"+/- NEW CONCRETE 3'-1134"+/- NEW CONCRETE8" (+3" STEP)134"CANTILEVER1'-612" +/- LINE OF 2x6 STUD WALL ABOVE +3" STEP IN CONCRETE RAISES (3) LVL UP TO CANTILEVER OVER TOP OF EXISTING TO REMAIN ELECTRICAL SERVICE +0" LIFT PIT FLOOR +3" STEP IN CONCRETE SLAB BRINGS FLOOR UP TO LIFT STOP AT DOOR ETR ELEC SERVICE ETR WOOD STAIRS EXISTING BRICK WALL ETR ELECTRICAL SERVICE IN 4" CONDUIT NEW LIFT SHAFT ENCLOSURE - 2x STUD WALLS ON 3 SIDES, PARGE ETR BRICK MASONRY WALL ON 4TH SIDE ETR ELECTRICAL SERVICE ETR WOOD STAIRS ETR ELECTRICAL SERVICE IN 4" CONDUIT NEW LIFT SHAFT ENCLOSURE - 2x6 STUD WALLS ON 3 SIDES, PARGE ETR BRICK MASONRY WALL ON 4TH SIDE WOOD DECKING, MODIFY AS REQUIRED AREA BELOW GRADE (EARTH) AREA OF EXISTING GARAGE FLOOR 134"8" (+3" STEP) 3X3 STEEL PURLINS FASTENED TO BRACKET TOP LEG WITH 1 2" BOLTS (TYPICAL OF 2) STEEL BRACKETS AT 48" O.C. (POWDERCOAT FINISH) - FASTEN TO EXISTING BRICK WALL WITH 12" WIDE PLATES PROVIDE NEW ELECTRICAL FEED FROM UNIT 6 ELECTRICAL PANEL: 120 VAC, 20 AMP, 60 HZ, 1 PH CIRCUIT THROUGH A FUSE DISCONNECT WITH AUXILIARY CONTACT ON MAIN POWER SUPPLY. PROVIDE (2) 18 AWG CONDUCTORS BETWEEN CONTACT AND CONTROLLER. SEE SAVARIA LIFT INSTALLATION DOCUMENTS FOR ADDITIONAL INFORMATION.3/12/2020 9:29 AMFLOOR PLANS & SECTION A101 JR SEAL: MARK DATE ISSUE -03/10/2020 PERMIT SET PROJECT NO: PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: DATE: COPYRIGHT: 19-073 REK REK 03/10/2020 SHEET TITLE: CONSULTANT: 64 GOTHIC STREET, SUITE 1 NORTHAMPTON, MA 01060 T 413.585.1512 F 413.586.7945 www.haiarchitecture.com H AI Architecture, Inc. New Enclosed Vertical Personal Platform Lift Dwyer Residence 30 Pleasant Street, #6 Northampton, MA 01060 Renovation for: PROJECT:PLANNORTHBASEMENT PLAN SCALE: 1/2" = 1'-0"PLANNORTHSECOND FLOOR PLAN SCALE: 1/2" = 1'-0"PLANNORTHGROUND FLOOR PLAN SCALE: 1/2" = 1'-0" 2 A101 SECTION 1/2" = 1'-0" 3 A101 SECTION 1/2" = 1'-0" 1 A101 ELEVATION 1/2" = 1'-0" 4 A101 SECTION 1/2" = 1'-0" T.O. EX GARAGE T.O. CONCRETE STEP/ ℄℄ T.O. LIFT TRAVEL/ T.O. EX GARAGE T.O. CONCRETE STEP/ T.O. LIFT TRAVEL/ SLAB & FLOOR EL = 0'-0" (REF PT) T.O. NEW LIFT FLOOR EL = +0'-3" T.O. NEW DECK EL = 14'-0" SECOND FLOOR EL = 14'-2" B.O. FOOTING (BEYOND) EL = -4'-0" BASEMENT T.O. EXISTING DECK B.O. ROOF STRUC SLAB & FLOOR EL = 0'-0" (REF PT) T.O. NEW LIFT FLOOR EL = +0'-3" T.O. NEW DECK EL = 14'-0" SECOND FLOOR EL = 14'-2" B.O. FOOTING EL = -4'-0" BASEMENT T.O. EXISTING DECK B.O. ROOF STRUC T.O. EX GARAGE T.O. CONCRETE STEP/ T.O. LIFT TRAVEL/ SLAB & FLOOR EL = 0'-0" (REF PT) T.O. NEW LIFT FLOOR EL = +0'-3" T.O. NEW DECK EL = 14'-0" SECOND FLOOR EL = 14'-2" MAIN ROOF EL = 27'-2"+/- B.O. NEW LOW ROOF EL = 23'-3" T.O. EXISTING DECK B.O. ROOF STRUC B.O. SHAFT CEILING EL = 23'-8" T.O. EX GARAGE T.O. CONCRETE STEP/ T.O. LIFT TRAVEL/ SLAB & FLOOR EL = 0'-0" (REF PT) T.O. NEW LIFT FLOOR EL = +0'-3" T.O. NEW DECK EL = 14'-0" SECOND FLOOR EL = 14'-2" B.O. FOOTING EL = -4'-0" BASEMENT T.O. EXISTING DECK B.O. ROOF STRUC (13'-5" TO EX DECK) MAIN ROOF EL = 27'-2"+/- MAIN ROOF EL = 27'-2"+/- MAIN ROOF EL = 27'-2"+/- (9'-8" TO LIFT FL) B.O. NEW LOW ROOF EL = 23'-3" B.O. SHAFT CEILING EL = 23'-8" (9'-8" TO LIFT FL) B.O. NEW LOW ROOF EL = 23'-3" B.O. SHAFT CEILING EL = 23'-8" (9'-8" TO LIFT FL) B.O. NEW LOW ROOF EL = 23'-3" B.O. SHAFT CEILING EL = 23'-8" (9'-8" TO LIFT FL) NEW 8" CONCRETE SLAB AT BOTTOM OF LIFT SHAFT WITH THICKENED EDGE TO REST ON ETR BRICK MASONRY WALL EXISTING EARTH & STONE FLOOR EXISTING TO REMAIN ELECTRICAL SERVICE BOX (BEYOND) & ASSOCIATED CONDUITS (SHOWN IN SECTION) EXISTING TO REMAIN BRICK MASONRY WALL WOOD FRAMED STAIRWAY TO BASEMENT WITH STRUCTURE INDEPENDENT OF BRICK MASONRY WALL 3" STEP UP IN NEW CONCRETE SLAB, TRAVEL RAILS THIS END EXISTING TO REMAIN FOOTING BELOW BRICK MASONRY, PROTECT DURING WORK PARGE WALL FACE TO MAKE SMOOTH & PLUMB, MAINTAIN REQUIRED CLEAR DIMENSION FOR LIFT PIT BETWEEN BACK OF ELECTRICAL SERVICE BOX AND NEW WALL SURFACE MODIFY EXISTING STONE WINDOW SILL AS REQUIRED TO FALL BEHIND FO PARGING INFILL EXISTING MASONRY OPENING WITH STUD CONSTRUCTION (16" OC) WITH CEMENT BOARD FACE CANTILEVER (3) LVL OVER ELEC SERVICE END WALL SHOWN W/O PLYWOOD FOR CLARITY BLOCKING AT 24" OC CENTERED ON LIFT PIT TO SUPPORT 303 4" WIDE LIFT TOWER WITH ATTACHMENT POINTS AT 48"OC MAX AT BACK OF SHAFT, BRING NEW CONCRETE WALL & FTG DOWN TO 4'-0" MIN BELOW EXISTING GARAGE FLOOR SLAB (BEYOND) 34" EXTERIOR GRADE PLYWOOD SHEATHING, CONTINUOUS TO 12" BELOW BOTTOM OF SHAFT WALL GALVANIZED CORRUGATED METAL SIDING TO MATCH STAIR TOWER 2x6 SOLE PLATE (2) 2x6 TOP PLATE MODIFY EXISTING ROOF & DECK ASSEMBLIES AS REQUIRED 2x6 TOP PLATE LINE OF NEW 8" CONCRETE SLAB (BEYOND) AT B.O. OF LIFT SHAFT EXISTING TO REMAIN ELECTRICAL SERVICE BOX (BEYOND) & ASSOCIATED CONDUITS (SHOWN IN SECTION) EXISTING TO REMAIN BRICK MASONRY WALL BOTTOM OF FOOTING TO REST ON UNDISTURBED SOIL EXISTING TO REMAIN FOOTING BELOW BRICK MASONRY, PROTECT DURING WORK WOOD FRAMED WALLS WITH 2x4 (THIS WALL ONLY, OTHERS 2x6) STUDS @ 16"OC AT FRONT OF SHAFT, BRING NEW CONCRETE WALL AND FOOTING DOWN TO 4'-0" MIN BELOW EXISTING GARAGE FLOOR SLAB 34" EXTERIOR GRADE PLYWOOD SHEATHING, CONTINUOUS TO 12" BELOW BOTTOM OF SHAFT WALL 1 2" GWB OVER 34" PLYWOOD OUTSIDE AT GARAGE GALVANIZED CORRUGATED METAL SIDING TO MATCH STAIR TOWER 12" GWB ON ALL STUD FRAMING MODIFY EXISTING ROOF & DECK ASSEMBLIES AS REQUIRED MODIFY DECKING ASSEMBLY AND STAIRS AS REQUIRED FOR SLAB CANTILEVER - SEE PLAN THICKEN FRONT EDGE OF SLAB TO REST ON AND CANTILEVER OUT PAST FACE OF ETR BRICK MASONRY WALL WOOD FRAMED STAIRWAY TO BASEMENT WITH STRUCTURE INDEPENDENT OF BRICK MASONRY WALL END WALL PLYWOOD HEADER AS REQUIRED TO CARRY MODIFIED ROOF MEMBERS ABOVE - IN LIEU OF JACK STUDS (NO ROOM), JOIST HANGER AT EACH END LINE OF GARAGE FLOOR (BEHIND) GALVANIZED CORRUGATED METAL SIDING TO MATCH STAIR TOWER MODIFY EXISTING ROOF & DECK ASSEMBLIES AS REQUIRED EXTERIOR WALLS GWB AT GARAGE 34" EXTERIOR GRADE PLYWOOD SHEATHING, CONTINUOUS GALVANIZED CORRUGATED METAL SIDING TO MATCH STAIR TOWER ON ALL (3) EXPOSED FACES NEW 8" CONCRETE SLAB AT BOTTOM OF LIFT SHAFT WITH THICKENED EDGE TO REST ON ETR BRICK MASONRY WALL EXISTING EARTH & STONE FLOOR AT FRONT & BACK OF SHAFT, BRING NEW CONCRETE WALL & FOOTING DOWN TO 4'-0" MIN BELOW EXISTING GARAGE FLOOR SLAB WOOD FRAMED STAIRWAY TO BASEMENT WITH STRUCTURE INDEPENDENT OF BRICK MASONRY WALL (BEYOND WALL) EXISTING TO REMAIN BRICK MASONRY WALL (BEYOND) EXISTING TO REMAIN ELECTRICAL SERVICE BOX (BEYOND) & ASSOCIATED CONDUITS (SHOWN IN SECTION) 3" STEP UP IN NEW CONCRETE SLAB, TRAVEL RAILS THIS END ELECTRICAL SERVICE IN CONDUIT (RUNS TO ROOF ABOVE) CANTILEVER (3) LVL OVER ELEC SERVICE (BEYOND ETR WALL) FASTEN LVL TO CONCRETE WITH SIMPSON ANCHORS SIDE WALL SHOWN W/O PLYWOOD FOR CLARITY HOLD SHAFT ENCLOSURE AWAY FROM BACK WALL - SEE PLAN WOOD FRAMED SIDE WALL WITH 2x4 STUDS @ 16"OC *NOTE THAT FRONT & BACK WALLS SHALL HAVE 2x6 STUDS 2x6 SOLE PLATE (2) 2x6 TOP PLATE MODIFY EXISTING ROOF & DECK ASSEMBLIES AS REQUIRED END WALL SHOWN W/O PLYWOOD FOR CLARITY SIDE WALL SHOWN W/O PLYWOOD FOR CLARITY 4 12 CLEAR POLYCARBONATE CURROGATED ROOF PANELS (DURALITE PLASTICS "COVERLITE MR9" OR EQUAL) SUPPORTED ROOF ASSEMBLY WITH POWDER COATED STEEL PURLINS 3"X3"X 14" 2X6 FRAMING END WALL PLYWOOD 12" FIRE RETARDANT TREATED PLYWOOD CONTINUOUS INSIDE SHAFT ENCLOSURE WOOD FRAMED WALLS WITH 2x4 (THIS WALL ONLY) STUDS @ 16"OC 1 2" GWB OVER 34" PLY OUTSIDE AT GARAGE 12" FIRE RETARD. TREATED PLYWOOD CONTINUOUS INSIDE SHAFT ENCLOSURE 2x6 WALL CONSTRUCTION (F&B WALLS) 1 2" GWB OVER 34" PLY OUTSIDE AT GARAGE 12" FIRE RETARD. TREATED PLYWOOD CONTINUOUS INSIDE SHAFT ENCLOSURE RETURN NEW WALL TO BACK WALL OF GARAGE, CREATE ACCESS PANEL(S) AS REQUIRED RETURN NEW WALL TO MASONRY WALL, CREATE ACCESS PANEL(S) AS REQUIRED #5 BARS, FROM FRONT FOOTING UP THROUGH FOUNDATION WALL ACROSS SLAB DOWN BACK FOUNDATION WALL INTO FOOTING, AT 12" O.C (3)#5 BARS LENGTH OF FOOTING (2)#5 BARS LENGTH OF WALL 6X6 1010 WWF MAT AT ENTIRE PIT SLAB ALL CONCRETE TO BE 3000# AT 28 DAYS ALL REBAR SHALL BE UNCOATED STEEL - USE STEEL WIRE WRAP FOR FASTENING 3'-9" 4'-0" 4'-412" 0.050 ALUMINUM FLASHING TO EXISTING BRICK POWDER COATED STEEL BRACKETS - 4" X 4" X 14" TUBE WITH 12" WIDE X 14" FLAT PANELS AT BRICK FACE - FASTEN WITH 4" X 12" EXPANSION BOLTS CLEAR POLYCARBONATE CURROGATED ROOF PANELS (DURALITE PLASTICS "COVERLITE MR9" OR EQUAL) SUPPORTED ROOF ASSEMBLY WITH POWDER COATED STEEL PURLINS 3"X3"X 14" 0.050 ALUMINUM FLASHING TO EXISTING BRICK POWDER COATED STEEL BRACKETS - 4" X 4" X 14" TUBE WITH 12" WIDE X 14" FLAT PANELS AT BRICK FACE - FASTEN WITH 4" X 12" EXPANSION BOLTS CLEAR POLYCARBONATE CURROGATED ROOF PANELS (DURALITE PLASTICS "COVERLITE MR9" OR EQUAL) SUPPORTED ROOF ASSEMBLY WITH POWDER COATED STEEL PURLINS 3"X3"X 14" 0.050 ALUMINUM FLASHING TO EXISTING BRICK CLEAR POLYCARBONATE CURROGATED ROOF PANELS (DURALITE PLASTICS "COVERLITE MR9" OR EQUAL) SUPPORTED ROOF ASSEMBLY WITH POWDER COATED STEEL PURLINS 3"X3"X 14" 0.050 ALUMINUM FLASHING TO EXISTING BRICK 2" FV3'-91 2" CLEAR FINISHED PIT WIDTH 2'-0"EQEQ 2" FV3'-91 2" CLEAR FINISHED PIT WIDTH 912" CANTILEVER (134" BEYOND FO BRICK) 3'-1134" MIN SLAB WIDTH 3'-712" CLEAR 4'-1" +/- 4'-134"+/- 5'-6" CLEAR FINISHED PIT LENGTH 5'-6" CLEAR 4'-3"2'-0"3"2'-0"3/12/2020 10:50 AMELEVATION & SECTIONS A201 JR SEAL: MARK DATE ISSUE -03/10/2020 PERMIT SET PROJECT NO: PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: DATE: COPYRIGHT: 19-073 REK REK 03/10/2020 SHEET TITLE: CONSULTANT: 64 GOTHIC STREET, SUITE 1 NORTHAMPTON, MA 01060 T 413.585.1512 F 413.586.7945 www.haiarchitecture.com H AI Architecture, Inc. New Enclosed Vertical Personal Platform Lift Dwyer Residence 30 Pleasant Street, #6 Northampton, MA 01060 Renovation for: PROJECT: