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24C-007 281 Prospect 2018-05-16DEMO. SCOPE OF WORKSUN PORCH 1.REMOVE & DISCARD (2) STORM WINDOWS 2.REMOVE & SAVE STORM DOOR AND HARDWARE FOR REUSE EXTERIOR 1.REMOVE & DISCARD STAIRS TO SUN PORCH 2.REMOVE & DISCARD (1) DOOR TO BASEMENT 3.REMOVE & DISCARD GUTTERS FROM SUN PORCH ONLY 4.REMOVE & DISCARD SIDEWALKS TO HOUSE AS SHOWN WALL KEY= EXISTING 2x4 INTERIOR WALL= EXISTING 2x6 EXTERIOR WALL= EXISTING 2x4 HALF WALL= DEMO. 2x4 INTERIOR WALL= DEMO. 2x6 EXTERIOR WALL= DEMO 2x4 HALF WALL REMOVE & DISCARD STAIRS REMOVE & DISCARD THIS DOWN SPOUT REMOVE & DISCARD CONCRETE WALK TO THIS POINT REMOVE & DISCARD CONCRETE WALK TO THIS POINT WALKWAY ETR WALKWAY ETR SPECIFICATIONS DIVISION 1 – GENERAL REQUIREMENTS: 1.CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION, EXCEPT THAT OWNER SHALL BE RESPONSIBLE FOR WATER, SEWER, ELECTRIC, AND CABLE FEES, IF ANY. 2.CONTRACT EXCLUDES APPROVALS BY ZONING BOARD OF APPEALS, PLANNING BOARD AND/OR CONSERVATION COMMISSION. 3.CONTRACT EXCLUDES ARCHITECTURAL OVERSIGHT. 4.ANY OTHER REQUIREMENTS FROM TOWN NOT EXPLICITLY INCLUDED IN THE PLANS OR SPECS ARE NOT INCLUDED IN THIS CONTRACT. 5.SITE SURVEY IS NOT INCLUDED 6.CONTRACTOR HAS NOT TESTED FOR ASBESTOS AND OTHER HAZARDOUS MATERIALS AND CONTRACT DOES NOT INCLUDE ANY REMEDIATION OR ABATEMENT WORK. 7.ALL OWNER-SUPPLIED ITEMS ARE NOT UNDER WARRANTY BY INTEGRITY OR INTEGRITY’S SUB-CONTRACTORS AND SUPPLIERS. ANY OWNER-SUPPLIED ITEMS THAT ARRIVE DAMAGED, LATE OR INCOMPLETE MAY CAUSE DELAYS TO THE SCHEDULE AND INTEGRITY WILL NOT BE HELD LIABLE FOR SUCH DELAYS. 8.ALL CONSTRUCTION DEBRIS WILL BE PLACED IN AN ONSITE DUMPSTER PROVIDED BY CONTRACTOR AND REMOVED BY CONTRACTOR AT CONTRACTOR’S EXPENSE. 9.ALL UTILITIES USED DURING CONSTRUCTION ARE THE OWNER’S RESPONSIBILITY. 10.CONTRACTOR SHALL PROMPTLY REMOVE ALL CONSTRUCTION EQUIPMENT AND MATERIALS FROM SITE AT CONCLUSION OF CONSTRUCTION. 11.WHEREVER CONTRACTOR DRAWING OR SPECIFICATION STATES, “MATCH EXISTING,” SUCH LANGUAGE SHALL MEAN “MATCH EXISTING AS CLOSELY AS POSSIBLE FROM CURRENTLY AVAILABLE STOCK ITEMS PURCHASED LOCALLY”. 12.ALL DIMENSIONS ARE TO THE FACE OF FRAMING UNLESS OTHERWISE SPECIFIED. 13.ALL EXISTING STRUCTURAL COMPONENTS TO REMAIN UNLESS OTHERWISE SPECIFIED. 14.ALL APPLIANCES, FURNITURE, ETC. SUPPLIED BY OWNER. Development & Construction, Inc.110 Pulpit Hill RoadAmherst, Ma 01002413-549-7919 FAX: 413-549-7918 EMAIL: INFO@INTEGBUILD.COMDESIGN BY HFARMSTRONG-PRASHADRESIDENCE1INTEGRITYA- SHEET: DATE: 5/23/2018CONTRACT &BUILDING SET281 PROSPECT ST, NORTHAMPTON, MA 01060DECKCONTRACT AGREED BY: ____________________________________________________________________________ LISA ARMSTRONG - OWNER OF 281 PROSPECT ST, NORTHAMPTON, MA 01060 ____________________________________________________________________________ VIJAY PRASHAD - OWNER OF 281 PROSPECT ST, NORTHAMPTON, MA 01060 ____________________________________________________________________________ HEIDI FLANDERS - VICE PRESIDENT FOR INTEGRITY DEVELOPMENT & CONSTRUCTION, INC. ARMSTRONG-PRASHAD RESI DENCE 281 PROSPECT ST, NORTHAMPTON, MA 01060 INDEX A-1 A-2 A-3 A-4 A-5 A-6 A-7 TITLE PAGE EXISTING FOUNDATION & FIRST FLOOR PLANS PROPOSED SITE PLAN PROPOSED FOUNDATION & FIRST FLOOR PLANS PROPOSED SCHEDULES AND FRAMING PLANS PROPOSED RAIL DETAILS AND WINDOW SECTION PROPOSED ELEVATIONS, STAIR SECTION, AND WINDOW ELEVATION REMOVE & SAVE REMOVE & DISCARD REMOVE & DISCARDTO REMAINTO REMAINUP 3'-7"5' 6'-3 3/4"8'-7" 3'-8 3/4"1'-7 3/4"5'-5" 4'-1 1/4"10'-9 1/2"5'-3 1/2"2'DEMO. SCOPE OF WORK SUN PORCH 1.REMOVE & DISCARD (2) STORM WINDOWS 2.REMOVE & SAVE STORM DOOR AND HARDWARE FOR REUSE EXTERIOR 1.REMOVE & DISCARD STAIRS TO SUN PORCH 2.REMOVE & DISCARD (1) DOOR TO BASEMENT 3.REMOVE & DISCARD GUTTERS FROM SUN PORCH ONLY 4.REMOVE & DISCARD SIDEWALKS TO HOUSE AS SHOWN WALL KEY= EXISTING 2x4 INTERIOR WALL= EXISTING 2x6 EXTERIOR WALL= EXISTING 2x4 HALF WALL= DEMO. 2x4 INTERIOR WALL = DEMO. 2x6 EXTERIOR WALL = DEMO 2x4 HALF WALL REMOVE & DISCARD STAIRS REMOVE & DISCARD THIS DOWN SPOUT REMOVE & DISCARD CONCRETE WALK TO THIS POINT SUN PORCH REMOVE & DISCARD CONCRETE WALK TO THIS POINT WALKWAY ETR WALKWAY ETR SPECIFICATIONS DIVISION 1 – GENERAL REQUIREMENTS: 1.CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION, EXCEPT THAT OWNER SHALL BE RESPONSIBLE FOR WATER, SEWER, ELECTRIC, AND CABLE FEES, IF ANY. 2.CONTRACT EXCLUDES APPROVALS BY ZONING BOARD OF APPEALS, PLANNING BOARD AND/OR CONSERVATION COMMISSION. 3.CONTRACT EXCLUDES ARCHITECTURAL OVERSIGHT. 4.ANY OTHER REQUIREMENTS FROM TOWN NOT EXPLICITLY INCLUDED IN THE PLANS OR SPECS ARE NOT INCLUDED IN THIS CONTRACT. 5.SITE SURVEY IS NOT INCLUDED 6.CONTRACTOR HAS NOT TESTED FOR ASBESTOS AND OTHER HAZARDOUS MATERIALS AND CONTRACT DOES NOT INCLUDE ANY REMEDIATION OR ABATEMENT WORK. 7.ALL OWNER-SUPPLIED ITEMS ARE NOT UNDER WARRANTY BY INTEGRITY OR INTEGRITY’S SUB-CONTRACTORS AND SUPPLIERS. ANY OWNER-SUPPLIED ITEMS THAT ARRIVE DAMAGED, LATE OR INCOMPLETE MAY CAUSE DELAYS TO THE SCHEDULE AND INTEGRITY WILL NOT BE HELD LIABLE FOR SUCH DELAYS. 8.ALL CONSTRUCTION DEBRIS WILL BE PLACED IN AN ONSITE DUMPSTER PROVIDED BY CONTRACTOR AND REMOVED BY CONTRACTOR AT CONTRACTOR’S EXPENSE. 9.ALL UTILITIES USED DURING CONSTRUCTION ARE THE OWNER’S RESPONSIBILITY. 10.CONTRACTOR SHALL PROMPTLY REMOVE ALL CONSTRUCTION EQUIPMENT AND MATERIALS FROM SITE AT CONCLUSION OF CONSTRUCTION. 11.WHEREVER CONTRACTOR DRAWING OR SPECIFICATION STATES, “MATCH EXISTING,” SUCH LANGUAGE SHALL MEAN “MATCH EXISTING AS CLOSELY AS POSSIBLE FROM CURRENTLY AVAILABLE STOCK ITEMS PURCHASED LOCALLY”. 12.ALL DIMENSIONS ARE TO THE FACE OF FRAMING UNLESS OTHERWISE SPECIFIED. 13.ALL EXISTING STRUCTURAL COMPONENTS TO REMAIN UNLESS OTHERWISE SPECIFIED. 14.ALL APPLIANCES, FURNITURE, ETC. SUPPLIED BY OWNER. REMOVE & DISCARDTO REMAINTO REMAIN TO REMAIN2'-9"2'-3 1/2"2'2'-0 1/4"6'-1 1/2"2'-4 3/4"1'-10 1/8"7'-11 3/4"5'-0 1/8"14'-10"2'-0 1/4"8'-6 1/4"5'-0 1/2"2'STORAGE BASEMENTDEMO. SCOPE OF WORK SUN PORCH 1.REMOVE & DISCARD (2) STORM WINDOWS 2.REMOVE & SAVE STORM DOOR AND HARDWARE FOR REUSE EXTERIOR 1.REMOVE & DISCARD STAIRS TO SUN PORCH 2.REMOVE & DISCARD (1) DOOR TO BASEMENT 3.REMOVE & DISCARD GUTTERS FROM SUN PORCH ONLY 4.REMOVE & DISCARD SIDEWALKS TO HOUSE AS SHOWN WALL KEY = EXISTING 2x4 INTERIOR WALL = EXISTING 2x6 EXTERIOR WALL = EXISTING 2x4 HALF WALL = DEMO. 2x4 INTERIOR WALL = DEMO. 2x6 EXTERIOR WALL = DEMO 2x4 HALF WALL REMOVE & DISCARD STAIRS REMOVE & DISCARD THIS DOWN SPOUT REMOVE & DISCARD CONCRETE WALK TO THIS POINT REMOVE & DISCARD CONCRETE WALK TO THIS POINT WALKWAY ETR WALKWAY ETR SPECIFICATIONS DIVISION 1 – GENERAL REQUIREMENTS: 1.CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION, EXCEPT THAT OWNER SHALL BE RESPONSIBLE FOR WATER, SEWER, ELECTRIC, AND CABLE FEES, IF ANY. 2.CONTRACT EXCLUDES APPROVALS BY ZONING BOARD OF APPEALS, PLANNING BOARD AND/OR CONSERVATION COMMISSION. 3.CONTRACT EXCLUDES ARCHITECTURAL OVERSIGHT. 4.ANY OTHER REQUIREMENTS FROM TOWN NOT EXPLICITLY INCLUDED IN THE PLANS OR SPECS ARE NOT INCLUDED IN THIS CONTRACT. 5.SITE SURVEY IS NOT INCLUDED 6.CONTRACTOR HAS NOT TESTED FOR ASBESTOS AND OTHER HAZARDOUS MATERIALS AND CONTRACT DOES NOT INCLUDE ANY REMEDIATION OR ABATEMENT WORK. 7.ALL OWNER-SUPPLIED ITEMS ARE NOT UNDER WARRANTY BY INTEGRITY OR INTEGRITY’S SUB-CONTRACTORS AND SUPPLIERS. ANY OWNER-SUPPLIED ITEMS THAT ARRIVE DAMAGED, LATE OR INCOMPLETE MAY CAUSE DELAYS TO THE SCHEDULE AND INTEGRITY WILL NOT BE HELD LIABLE FOR SUCH DELAYS. 8.ALL CONSTRUCTION DEBRIS WILL BE PLACED IN AN ONSITE DUMPSTER PROVIDED BY CONTRACTOR AND REMOVED BY CONTRACTOR AT CONTRACTOR’S EXPENSE. 9.ALL UTILITIES USED DURING CONSTRUCTION ARE THE OWNER’S RESPONSIBILITY. 10.CONTRACTOR SHALL PROMPTLY REMOVE ALL CONSTRUCTION EQUIPMENT AND MATERIALS FROM SITE AT CONCLUSION OF CONSTRUCTION. 11.WHEREVER CONTRACTOR DRAWING OR SPECIFICATION STATES, “MATCH EXISTING,” SUCH LANGUAGE SHALL MEAN “MATCH EXISTING AS CLOSELY AS POSSIBLE FROM CURRENTLY AVAILABLE STOCK ITEMS PURCHASED LOCALLY”. 12.ALL DIMENSIONS ARE TO THE FACE OF FRAMING UNLESS OTHERWISE SPECIFIED. 13.ALL EXISTING STRUCTURAL COMPONENTS TO REMAIN UNLESS OTHERWISE SPECIFIED. 14.ALL APPLIANCES, FURNITURE, ETC. SUPPLIED BY OWNER. Development & Construction, Inc.110 Pulpit Hill RoadAmherst, Ma 01002413-549-7919 FAX: 413-549-7918 EMAIL: INFO@INTEGBUILD.COMDESIGN BY HFARMSTRONG-PRASHADRESIDENCE2INTEGRITYA- SHEET: DATE: 5/23/2018CONTRACT &BUILDING SET281 PROSPECT ST, NORTHAMPTON, MA 01060DECK2 A-02 2 A-02 EXISTING FIRST FLOOR PLAN 1/2" = 1'-0" 1 A-02 1 A-02 EXISTING FOUNDATION PLAN 1/2" = 1'-0" UPN 31'50' 33' 50'34'PORCH EXISTING HOUSE DECK SUN PORCH GARAGE 81' 80' 125.3' 138.5' FRONT SETBACK REAR SETBACK SIDE SETBACK SITE LEGEND REQUIRED EXISTING PROPOSED PROPERTY MAP #24C 24C PROPERTY LOT #0 0 7 0 0 7 ZONE URB URB LOT SIZE (IN SQ FT) 2,500 10,600 10,600 LOT FRONTAGE 50'81'81' LOT DEPTH 75'125'125' OPEN SPACE 40%68%67% FRONT SETBACK 10'33'33' SIDE SETBACK 15'31'31' ZERO LOT LINE 0'6'6' REAR SETBACK 20'50'50' NO WORK PROSPECT STADARE PLACE NO WORK EXISTING DRIVEWAY TO REMAIN NO WORK EXISTING SIDEWALKTO REMAINDevelopment & Construction, Inc.110 Pulpit Hill RoadAmherst, Ma 01002413-549-7919 FAX: 413-549-7918 EMAIL: INFO@INTEGBUILD.COMDESIGN BY HFARMSTRONG-PRASHADRESIDENCE3INTEGRITYA- SHEET: DATE: 5/23/2018CONTRACT &BUILDING SET281 PROSPECT ST, NORTHAMPTON, MA 01060DECK1 A-03 1 A-03 PROPOSED SITE PLAN 1" = 10' REUSE SAVED W02 - 5553 W03 - 5254W01 - CENTERIN OPENINGTO REMAINTO REMAINUP 3'6'3'-7"3'-7"3'3'4'-10 1/2"3'-10"2'-0 3/4"7'-3 1/2"WALL KEY= EXISTING 2x4 INTERIOR WALL= EXISTING 2x6 EXTERIOR WALL= EXISTING 2x4 HALF WALL= DEMO. 2x4 INTERIOR WALL = DEMO. 2x6 EXTERIOR WALL = DEMO 2x4 HALF WALL SET NEW DECK FLOOR FLUSH WITH SUN PORCH FLOOR @ DOOR SPECIFICATIONS DIVISION 6: WOOD & PLASTICS DECK FRAMING 1.SUPPLY & FASTEN (3) PRECAST SQUARE PIERS WITH SIMPSON ABW44Z POST BASES 2.SUPPLY & INSTALL (3) 4 X 4 PT POSTS 3.FASTEN POSTS TO BEAM USING (1) PAIR OF SIMPSON LPC4Z TWO PIECE POST CAPS PER POST 4.SUPPLY & INSTALL (2) 2 X 8 DROP GIRDER PER PLAN 2 ON A-05 5.SUPPLY & INSTALL 2 X 8 PT JOISTS @ 16" O.C. PER PLAN 3 ON A-05 STAIRS FRAMING 1.SUPPLY & INSTALL (3) 2 X 12 PT STRINGERS 2.BUILD (7) TREADS @ 11" DEEP, WITH 6 3/4" RISERS PER SECTION 1 ON A-07 DIVISION 7: THERMAL & MOISTURE PROTECTION 1.SUPPLY & INSTALL GRACE VYCOR TAPE AROUND (1) NEW WINDOW TO BASEMENT DIVISION 8: DOORS & WINDOWS 1.SUPPLY & INSTALL (2) FIXED GLASS WINDOWS PER PLAN AND DETAILS 2 ON A-06 AND 4 ON A-07 2.SUPPLY & INSTALL (1) WINDOW PER SCHEDULE IN PLACE OF BASEMENT DOOR; EXISTING HEADER TO REMAIN 3.INSTALL SAVED STORM DOOR IN EXISTING LOCATION DIVISION 9: FINISHES DECKING 1.SUPPLY & INSTALL 1" X 6" IPE DECKING PER PLAN 4 ON A-05 2.SUPPLY & INSTALL IPE RAILINGS AND NEWEL POSTS PER DETAIL 1 ON A-06 3.FASTEN NEWEL POSTS TO RIM JOIST WITH FASTENMASTER THRU-LOK BOLT REPLACEMENT 4.FINISH IPE DECKING, RAILINGS, AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 5.SUPPLY & INSTALL SQUARE CEDAR PRIVACY LATTICE BELOW DECK 6.PROVIDE ACCESS PANEL IN LATTICE PER PLAN 7.SUPPLY & INSTALL 1 X 4 PRIMED SELECT PINE TRIM ON LATTICE 8.PAINT LATTICE AND TRIM TO MATCH BRICK COLOR STAIRS 1.SUPPLY & INSTALL 1" X 6" IPE DECKING PER PLAN 4 ON A-05 2.SUPPLY & INSTALL IPE RAILINGS AND NEWEL POSTS PER SECTION 1 ON A-07 3.FINISH IPE DECKING, RAILINGS, AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 4.SUPPLY & INSTALL (1) WOLF ALUMINUM 1-3/8" GRASPABLE HANDRAIL IN BRONZE MOUNTED INSIDE IPE RAILINGS 5.SUPPLY & INSTALL SQUARE CEDAR PRIVACY LATTICE BELOW STAIRS 6.SUPPLY & INSTALL 1 X 4 PRIMED SELECT PINE TRIM ON LATTICE 7.PAINT LATTICE AND TRIM TO MATCH BRICK COLOR OTHER 1.SUPPLY & INSTALL FLAT 1 X INTERIOR TRIM AROUND NEW WINDOW IN BASEMENT; ACTUAL TRIM WIDTH TBD BY MASONRY OPENING DECK SUN PORCH APPROX. MOVE GUTTER DOWNSPOUT HERE APPROX.(2)- 2 X 8 PTDROP BEAM4 X 4 POST CONCRETE TO REMAIN CONCRETE TO REMAIN NEW CONCRETE SIDEWALK HERE 2 X 6 IPE RAIL CAP4 X 4 IPE NEWEL POST2 X 2 IPE VERTICALCLEAT1 X 6 IPE BALUSTERSSPACED APPROX.3.13" APART 2 X 6 IPE RAIL CAP2 X 2 IPE VERTICAL CLEAT4 X 4 IPE NEWEL POST1 X 6 IPE BALUSTERSSPACED APPROX.3.13" APART SPECIFICATIONS DIVISION 2: SITE WORK 1.CALL DIG SOFT PRIOR TO START OF WORK 2.GRADE UNDER THE DECK WITH SITE MATERIAL. ANY EXCESS WILL BE HAULED OFFSITE 3.SUPPLY, DIG, AND BACKFILL FOR (3) PRECAST PIERS @ A MIN OF 4' BELOW GRADE 4.GRADE DISTURBED AREA OF SITE; PROVIDE AND SPREAD 4 CY OF SCREENED TOPSOIL, RAKE SEED AND STRAW MULCH. OWNER TO BE RESPONSIBLE FOR WATERING AND MAINTENANCE 5.NO UTILITY WORK IS INCLUDED 6.LATENT SUBSURFACE CONDITIONS REQUIRING SOIL STABILIZATION, ROCK EXCAVATION, DEWATERING OR ANY OTHER CONDITION THAT PREVENTS CONSTRUCTION WILL BE AT EXTRA COSTS 7.ROCK IS DEFINED AS BEDROCK OR BOULDERS EXCEEDING ONE CUBIC YARD IN SIZE. DEWATERING IS DEFINED AS PUMPING OR OTHER DRAINAGE MEASURES DUE TO GROUNDWATER 8.CONTRACTOR SHALL NOT BE LIABLE FOR ANY DAMAGE TO STRUCTURES, DRIVEWAYS, TREES, PLANTS, LAWNS, OR UNDERGROUND PIPES OR SYSTEMS DUE TO CONSTRUCTION ACTIVITIES DIVISION 3: CONCRETE 1.SUPPLY, DIG, AND BACKFILL FOR (3) PRECAST SQUARE PIERS @ A MIN OF 4' BELOW GRADE 2.INSTALL NEW POURED IN PLACE SIDEWALKS W/ WELDED WIRE MESH PER PLAN AND BROOM FINISH DIVISION 4: MASONRY 1.FILL IN BELOW BASEMENT WINDOW WITH BRICK TO MATCH EXISTING LOWER WALL BRICK BY ALLOWANCE DIVISION 5: METALS 1.MOVE WHITE SEAMLESS GUTTER DOWNSPOUT TO NEW LOCATION PER PLAN, GUTTER TO TERMINATE @ GRADE 1 X 4 PRIMEDSELECT PINELATTICE TRIMSQUARE CEDARPRIVACY LATTICEPVC LATTICE TRIM 62 1/2" PANE OF GLASS63" ROUGH OPENING1 X 1 PRIMEDPINE STOPS APPX. ROUGH OPENINGAPPX. WINDOW GLASS1 X 6 IPE DECKING1 X 8 PRIMED PINETRIM BOARD2 X 8 FILLER BETWEEN4 X 4 RAIL POSTS2 X 8 RIM JOIST 4 X 4 IPENEWEL POST PROVIDE ACCESS PANEL IN LATTICE BELOW DECK HERE PRECASTCONCRETE PIER@ A MIN. OF 4'BELOW GRADE 2 X 2 IPEVERTICAL CLEAT MIN. RAIL TO RAIL DIMENSION SET NEW DECK FLOOR FLUSH WITH SUN PORCH FLOOR @ DOOR SET TOP OFPIER @ GRADE 1.1" X 6" IPE DECKING PER PLAN 1 ON A-062.FINISH IPE DECKING WITH BENJAMINMOORE CLEAR OIL BASED SEALER3.(3) 2 X 12 PT STRINGERS4.(7) TREADS @ 11" DEEP, WITH 6 3/4"RISERS PER PLAN 1 ON A-061.IPE RAILINGS AND NEWEL POSTS PER PLAN 2 ON A -062.FINISH IPE RAILINGS AND NEWEL POSTS WITHBENJAMIN MOORE CLEAR OIL BASED SEALER3.(1) WOLF ALUMINUM 1-3/8" GRASPABLE HANDRAILMOUNTED INSIDE IPE RAILING 1.1 X 6 IPEDECKING2.1X 8 TRIM BOARD3.2 X 8 FILLER4.2 X 8 RIM JOIST5.(2)- 2 X 8 PT DROPBEAM6.4 X 4 POST(2)- 2 X 8 PTDROP BEAM4 X 4 POST2 X 6 IPE RAIL CAP4 X 4 IPE NEWEL POST2 X 2 IPE VERTICALCLEAT1 X 6 IPE BALUSTERSSPACED APPROX.3.13" APART2 X 8 RIM JOIST TO REMAINTO REMAIN TO REMAIN6'5'-6 3/4"5 1/4"5 1/4"5'-5"3'-2"1'-6" FILL IN BELOW WINDOW WITH BRICK TO MATCH EXISTING LOWER WALL BRICK BY ALLOWANCE DECKING ABOVE WALL KEY = EXISTING 2x4 INTERIOR WALL = EXISTING 2x6 EXTERIOR WALL = EXISTING 2x4 HALF WALL = DEMO. 2x4 INTERIOR WALL = DEMO. 2x6 EXTERIOR WALL = DEMO 2x4 HALF WALL SET NEW DECK FLOOR FLUSH WITH SUN PORCH FLOOR @ DOOR SPECIFICATIONS DIVISION 6: WOOD & PLASTICS DECK FRAMING 1.SUPPLY & FASTEN (3) PRECAST SQUARE PIERS WITH SIMPSON ABW44Z POST BASES 2.SUPPLY & INSTALL (3) 4 X 4 PT POSTS 3.FASTEN POSTS TO BEAM USING (1) PAIR OF SIMPSON LPC4Z TWO PIECE POST CAPS PER POST 4.SUPPLY & INSTALL (2) 2 X 8 DROP GIRDER PER PLAN 2 ON A-05 5.SUPPLY & INSTALL 2 X 8 PT JOISTS @ 16" O.C. PER PLAN 3 ON A-05 STAIRS FRAMING 1.SUPPLY & INSTALL (3) 2 X 12 PT STRINGERS 2.BUILD (7) TREADS @ 11" DEEP, WITH 6 3/4" RISERS PER SECTION 1 ON A-07 DIVISION 7: THERMAL & MOISTURE PROTECTION 1.SUPPLY & INSTALL GRACE VYCOR TAPE AROUND (1) NEW WINDOW TO BASEMENT DIVISION 8: DOORS & WINDOWS 1.SUPPLY & INSTALL (2) FIXED GLASS WINDOWS PER PLAN AND DETAILS 2 ON A-06 AND 4 ON A-07 2.SUPPLY & INSTALL (1) WINDOW PER SCHEDULE IN PLACE OF BASEMENT DOOR; EXISTING HEADER TO REMAIN 3.INSTALL SAVED STORM DOOR IN EXISTING LOCATION DIVISION 9: FINISHES DECKING 1.SUPPLY & INSTALL 1" X 6" IPE DECKING PER PLAN 4 ON A-05 2.SUPPLY & INSTALL IPE RAILINGS AND NEWEL POSTS PER DETAIL 1 ON A-06 3.FASTEN NEWEL POSTS TO RIM JOIST WITH FASTENMASTER THRU-LOK BOLT REPLACEMENT 4.FINISH IPE DECKING, RAILINGS, AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 5.SUPPLY & INSTALL SQUARE CEDAR PRIVACY LATTICE BELOW DECK 6.PROVIDE ACCESS PANEL IN LATTICE PER PLAN 7.SUPPLY & INSTALL 1 X 4 PRIMED SELECT PINE TRIM ON LATTICE 8.PAINT LATTICE AND TRIM TO MATCH BRICK COLOR STAIRS 1.SUPPLY & INSTALL 1" X 6" IPE DECKING PER PLAN 4 ON A-05 2.SUPPLY & INSTALL IPE RAILINGS AND NEWEL POSTS PER SECTION 1 ON A-07 3.FINISH IPE DECKING, RAILINGS, AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 4.SUPPLY & INSTALL (1) WOLF ALUMINUM 1-3/8" GRASPABLE HANDRAIL IN BRONZE MOUNTED INSIDE IPE RAILINGS 5.SUPPLY & INSTALL SQUARE CEDAR PRIVACY LATTICE BELOW STAIRS 6.SUPPLY & INSTALL 1 X 4 PRIMED SELECT PINE TRIM ON LATTICE 7.PAINT LATTICE AND TRIM TO MATCH BRICK COLOR OTHER 1.SUPPLY & INSTALL FLAT 1 X INTERIOR TRIM AROUND NEW WINDOW IN BASEMENT; ACTUAL TRIM WIDTH TBD BY MASONRY OPENING APPROX. MOVE GUTTER DOWNSPOUT HERE APPROX.(2)- 2 X 8 PT DROP BEAM 4 X 4 POST CONCRETE TO REMAIN CONCRETE TO REMAIN NEW CONCRETE SIDEWALK HERE 2 X 6 IPE RAIL CAP 4 X 4 IPE NEWEL POST 2 X 2 IPE VERTICAL CLEAT 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART 2 X 6 IPE RAIL CAP 2 X 2 IPE VERTICAL CLEAT 4 X 4 IPE NEWEL POST 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART SPECIFICATIONS DIVISION 2: SITE WORK 1.CALL DIG SOFT PRIOR TO START OF WORK 2.GRADE UNDER THE DECK WITH SITE MATERIAL. ANY EXCESS WILL BE HAULED OFFSITE 3.SUPPLY, DIG, AND BACKFILL FOR (3) PRECAST PIERS @ A MIN OF 4' BELOW GRADE 4.GRADE DISTURBED AREA OF SITE; PROVIDE AND SPREAD 4 CY OF SCREENED TOPSOIL, RAKE SEED AND STRAW MULCH. OWNER TO BE RESPONSIBLE FOR WATERING AND MAINTENANCE 5.NO UTILITY WORK IS INCLUDED 6.LATENT SUBSURFACE CONDITIONS REQUIRING SOIL STABILIZATION, ROCK EXCAVATION, DEWATERING OR ANY OTHER CONDITION THAT PREVENTS CONSTRUCTION WILL BE AT EXTRA COSTS 7.ROCK IS DEFINED AS BEDROCK OR BOULDERS EXCEEDING ONE CUBIC YARD IN SIZE. DEWATERING IS DEFINED AS PUMPING OR OTHER DRAINAGE MEASURES DUE TO GROUNDWATER 8.CONTRACTOR SHALL NOT BE LIABLE FOR ANY DAMAGE TO STRUCTURES, DRIVEWAYS, TREES, PLANTS, LAWNS, OR UNDERGROUND PIPES OR SYSTEMS DUE TO CONSTRUCTION ACTIVITIES DIVISION 3: CONCRETE 1.SUPPLY, DIG, AND BACKFILL FOR (3) PRECAST SQUARE PIERS @ A MIN OF 4' BELOW GRADE 2.INSTALL NEW POURED IN PLACE SIDEWALKS W/ WELDED WIRE MESH PER PLAN AND BROOM FINISH DIVISION 4: MASONRY 1.FILL IN BELOW BASEMENT WINDOW WITH BRICK TO MATCH EXISTING LOWER WALL BRICK BY ALLOWANCE DIVISION 5: METALS 1.MOVE WHITE SEAMLESS GUTTER DOWNSPOUT TO NEW LOCATION PER PLAN, GUTTER TO TERMINATE @ GRADE 1 X 4 PRIMED SELECT PINE LATTICE TRIM SQUARE CEDAR PRIVACY LATTICE PVC LATTICE TRIM 62 1/2" PANE OF GLASS 63" ROUGH OPENING 1 X 1 PRIMED PINE STOPS APPX. ROUGH OPENINGAPPX. WINDOW GLASS1 X 6 IPE DECKING 1 X 8 PRIMED PINE TRIM BOARD 2 X 8 FILLER BETWEEN 4 X 4 RAIL POSTS 2 X 8 RIM JOIST 4 X 4 IPE NEWEL POST PROVIDE ACCESS PANEL IN LATTICE BELOW DECK HERE PRECAST CONCRETE PIER @ A MIN. OF 4' BELOW GRADE 2 X 2 IPE VERTICAL CLEAT MIN. RAIL TO RAIL DIMENSION SET NEW DECK FLOOR FLUSH WITH SUN PORCH FLOOR @ DOOR SET TOP OF PIER @ GRADE 1.1" X 6" IPE DECKING PER PLAN 1 ON A-06 2.FINISH IPE DECKING WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 3.(3) 2 X 12 PT STRINGERS 4.(7) TREADS @ 11" DEEP, WITH 6 3/4" RISERS PER PLAN 1 ON A-06 1.IPE RAILINGS AND NEWEL POSTS PER PLAN 2 ON A -06 2.FINISH IPE RAILINGS AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 3.(1) WOLF ALUMINUM 1-3/8" GRASPABLE HANDRAIL MOUNTED INSIDE IPE RAILING 1.1 X 6 IPE DECKING 2.1X 8 TRIM BOARD 3.2 X 8 FILLER 4.2 X 8 RIM JOIST 5.(2)- 2 X 8 PT DROP BEAM 6.4 X 4 POST (2)- 2 X 8 PT DROP BEAM 4 X 4 POST 2 X 6 IPE RAIL CAP 4 X 4 IPE NEWEL POST 2 X 2 IPE VERTICAL CLEAT 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART 2 X 8 RIM JOIST Development & Construction, Inc.110 Pulpit Hill RoadAmherst, Ma 01002413-549-7919 FAX: 413-549-7918 EMAIL: INFO@INTEGBUILD.COMDESIGN BY HFARMSTRONG-PRASHADRESIDENCE4INTEGRITYA- SHEET: DATE: 5/23/2018CONTRACT &BUILDING SET281 PROSPECT ST, NORTHAMPTON, MA 01060DECK2 A-04 2 A-04 PROPOSED FIRST FLOOR PLAN 1/2" = 1'-0" PROPOSED FOUNDATION PLAN 1/2" = 1'-0" 1 A-04 1 A-04 WALL KEY= EXISTING 2x4 INTERIOR WALL= EXISTING 2x6 EXTERIOR WALL= EXISTING 2x4 HALF WALL= DEMO. 2x4 INTERIOR WALL= DEMO. 2x6 EXTERIOR WALL= DEMO 2x4 HALF WALLSET NEW DECK FLOORFLUSH WITH SUNPORCH FLOOR @ DOOR SPECIFICATIONSDIVISION 6: WOOD & PLASTICSDECK FRAMING1.SUPPLY & FASTEN (3) PRECAST SQUARE PIERS WITH SIMPSON ABW44Z POST BASES2.SUPPLY & INSTALL (3) 4 X 4 PT POSTS3.FASTEN POSTS TO BEAM USING (1) PAIR OF SIMPSON LPC4Z TWO PIECE POST CAPS PER POST4.SUPPLY & INSTALL (2) 2 X 8 DROP GIRDER PER PLAN 2 ON A-055.SUPPLY & INSTALL 2 X 8 PT JOISTS @ 16" O.C. PER PLAN 3 ON A-05STAIRS FRAMING1.SUPPLY & INSTALL (3) 2 X 12 PT STRINGERS2.BUILD (7) TREADS @ 11" DEEP, WITH 6 3/4" RISERS PER SECTION 1 ON A-07DIVISION 7: THERMAL & MOISTURE PROTECTION1.SUPPLY & INSTALL GRACE VYCOR TAPE AROUND (1) NEW WINDOW TO BASEMENTDIVISION 8: DOORS & WINDOWS1.SUPPLY & INSTALL (2) FIXED GLASS WINDOWS PER PLAN AND DETAILS 2 ON A-06 AND 4 ON A-072.SUPPLY & INSTALL (1) WINDOW PER SCHEDULE IN PLACE OF BASEMENT DOOR; EXISTINGHEADER TO REMAIN3.INSTALL SAVED STORM DOOR IN EXISTING LOCATIONDIVISION 9: FINISHESDECKING1.SUPPLY & INSTALL 1" X 6" IPE DECKING PER PLAN 4 ON A-052.SUPPLY & INSTALL IPE RAILINGS AND NEWEL POSTS PER DETAIL 1 ON A-063.FASTEN NEWEL POSTS TO RIM JOIST WITH FASTENMASTER THRU-LOK BOLT REPLACEMENT4.FINISH IPE DECKING, RAILINGS, AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASEDSEALER5.SUPPLY & INSTALL SQUARE CEDAR PRIVACY LATTICE BELOW DECK6.PROVIDE ACCESS PANEL IN LATTICE PER PLAN7.SUPPLY & INSTALL 1 X 4 PRIMED SELECT PINE TRIM ON LATTICE8.PAINT LATTICE AND TRIM TO MATCH BRICK COLORSTAIRS1.SUPPLY & INSTALL 1" X 6" IPE DECKING PER PLAN 4 ON A-052.SUPPLY & INSTALL IPE RAILINGS AND NEWEL POSTS PER SECTION 1 ON A-073.FINISH IPE DECKING, RAILINGS, AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASEDSEALER4.SUPPLY & INSTALL (1) WOLF ALUMINUM 1-3/8" GRASPABLE HANDRAIL IN BRONZE MOUNTEDINSIDE IPE RAILINGS5.SUPPLY & INSTALL SQUARE CEDAR PRIVACY LATTICE BELOW STAIRS6.SUPPLY & INSTALL 1 X 4 PRIMED SELECT PINE TRIM ON LATTICE7.PAINT LATTICE AND TRIM TO MATCH BRICK COLOROTHER1.SUPPLY & INSTALL FLAT 1 X INTERIOR TRIM AROUND NEW WINDOW IN BASEMENT; ACTUAL TRIMWIDTH TBD BY MASONRY OPENINGAPPROX.MOVE GUTTERDOWNSPOUT HEREAPPROX.(2)- 2 X 8 PTDROP BEAM4 X 4 POSTCONCRETETO REMAINCONCRETETO REMAINNEW CONCRETESIDEWALK HERE WINDOW SCHEDULE MANUFACTURER KEY LABEL FL.QTY.JAMB WIDTH HEIGHT M.O.DESCRIPTION EXT. FINISH INT. FINISH SCREEN GRILL TEMP.HARDWARE FINISH HEADER & JACK STUDS MATHEWS BROS.W01 CUSTOM 0 1 4 9/16"2'-7 3/4"1'-7"2'-10 3/4" X 1'-10"AWNING WINDOW; LOW E WITH ARGON GAS PEARL WHITE PEARL WHITE Y N Y WHITE USE EXISTING SPENCER WALCOTT TOTAL 1 2 X 6 IPE RAIL CAP4 X 4 IPE NEWEL POST2 X 2 IPE VERTICALCLEAT1 X 6 IPE BALUSTERSSPACED APPROX.3.13" APART 2 X 6 IPE RAIL CAP2 X 2 IPE VERTICAL CLEAT4 X 4 IPE NEWEL POST1 X 6 IPE BALUSTERSSPACED APPROX.3.13" APARTSPECIFICATIONSDIVISION 2: SITE WORK1.CALL DIG SOFT PRIOR TO START OF WORK2.GRADE UNDER THE DECK WITH SITE MATERIAL. ANYEXCESS WILL BE HAULED OFFSITE3.SUPPLY, DIG, AND BACKFILL FOR (3) PRECAST PIERS@ A MIN OF 4' BELOW GRADE4.GRADE DISTURBED AREA OF SITE; PROVIDE ANDSPREAD 4 CY OF SCREENED TOPSOIL, RAKE SEEDAND STRAW MULCH. OWNER TO BE RESPONSIBLEFOR WATERING AND MAINTENANCE 5.NO UTILITY WORK IS INCLUDED6.LATENT SUBSURFACE CONDITIONS REQUIRING SOILSTABILIZATION, ROCK EXCAVATION, DEWATERING ORANY OTHER CONDITION THAT PREVENTSCONSTRUCTION WILL BE AT EXTRA COSTS 7.ROCK IS DEFINED AS BEDROCK OR BOULDERSEXCEEDING ONE CUBIC YARD IN SIZE. DEWATERINGIS DEFINED AS PUMPING OR OTHER DRAINAGEMEASURES DUE TO GROUNDWATER 8.CONTRACTOR SHALL NOT BE LIABLE FOR ANYDAMAGE TO STRUCTURES, DRIVEWAYS, TREES,PLANTS, LAWNS, OR UNDERGROUND PIPES ORSYSTEMS DUE TO CONSTRUCTION ACTIVITIES DIVISION 3: CONCRETE1.SUPPLY, DIG, AND BACKFILL FOR (3) PRECASTSQUARE PIERS @ A MIN OF 4' BELOW GRADE2.INSTALL NEW POURED IN PLACE SIDEWALKS W/WELDED WIRE MESH PER PLAN AND BROOM FINISHDIVISION 4: MASONRY1.FILL IN BELOW BASEMENT WINDOW WITH BRICK TOMATCH EXISTING LOWER WALL BRICK BYALLOWANCEDIVISION 5: METALS1.MOVE WHITE SEAMLESS GUTTER DOWNSPOUT TONEW LOCATION PER PLAN, GUTTER TO TERMINATE @GRADE1 X 4 PRIMEDSELECT PINELATTICE TRIMSQUARE CEDARPRIVACY LATTICEPVC LATTICE TRIM 62 1/2" PANE OF GLASS63" ROUGH OPENING1 X 1 PRIMEDPINE STOPS APPX. ROUGH OPENINGAPPX. WINDOW GLASS1 X 6 IPE DECKING1 X 8 PRIMED PINETRIM BOARD2 X 8 FILLER BETWEEN4 X 4 RAIL POSTS2 X 8 RIM JOIST 4 X 4 IPENEWEL POSTPROVIDE ACCESSPANEL IN LATTICEBELOW DECK HERE PRECASTCONCRETE PIER@ A MIN. OF 4'BELOW GRADE 2 X 2 IPEVERTICAL CLEATMIN. RAIL TORAIL DIMENSIONSET NEW DECK FLOORFLUSH WITH SUNPORCH FLOOR @ DOOR SET TOP OFPIER @ GRADE 1.1" X 6" IPE DECKING PER PLAN 1 ON A-062.FINISH IPE DECKING WITH BENJAMINMOORE CLEAR OIL BASED SEALER3.(3) 2 X 12 PT STRINGERS4.(7) TREADS @ 11" DEEP, WITH 6 3/4"RISERS PER PLAN 1 ON A-061.IPE RAILINGS AND NEWEL POSTS PER PLAN 2 ON A -062.FINISH IPE RAILINGS AND NEWEL POSTS WITHBENJAMIN MOORE CLEAR OIL BASED SEALER3.(1) WOLF ALUMINUM 1-3/8" GRASPABLE HANDRAILMOUNTED INSIDE IPE RAILING 1.1 X 6 IPEDECKING2.1X 8 TRIM BOARD3.2 X 8 FILLER4.2 X 8 RIM JOIST5.(2)- 2 X 8 PT DROPBEAM6.4 X 4 POST(2)- 2 X 8 PTDROP BEAM4 X 4 POST2 X 6 IPE RAIL CAP4 X 4 IPE NEWEL POST2 X 2 IPE VERTICALCLEAT1 X 6 IPE BALUSTERSSPACED APPROX.3.13" APART2 X 8 RIM JOIST TO REMAINTO REMAIN TO REMAIN5'-8 1/2"2 PLY 2" X 8" PT DROP BEAM TO REMAINTO REMAIN TO REMAIN5'-8 1/2"2" X 8" PT JOISTS @ 16" O.C. 2" X 8" PT NAILERS BRICK TORIM JOIST1" X 8" PRIMED PINE DECK EDGE TRIM 1" X 8" PRIMED PINE DECK EDGE TRIM 2" X 8" PT RIM JOISTS REUSE SAVED W02 - 5553 W03 - 5254W01 - CENTERIN OPENINGTO REMAINTO REMAINUP SET NEW DECK FLOOR FLUSH WITH SUN PORCH FLOOR @ DOOR Development & Construction, Inc.110 Pulpit Hill RoadAmherst, Ma 01002413-549-7919 FAX: 413-549-7918 EMAIL: INFO@INTEGBUILD.COMDESIGN BY HFARMSTRONG-PRASHADRESIDENCE5INTEGRITYA- SHEET: DATE: 5/23/2018CONTRACT &BUILDING SET281 PROSPECT ST, NORTHAMPTON, MA 01060DECKPROPOSED BEAM PLAN 1/2" = 1'-0" PROPOSED WINDOW SCHEDULE1 A-05 1 A-05 2 A-05 2 A-05 PROPOSED JOIST PLAN 1/2" = 1'-0" 3 A-05 3 A-05 PROPOSED DECKING PLAN 1/2" = 1'-0" 4 A-05 4 A-05 4'3'1 1/2"2'-10 1/2"8"WALL KEY = EXISTING 2x4 INTERIOR WALL = EXISTING 2x6 EXTERIOR WALL = EXISTING 2x4 HALF WALL = DEMO. 2x4 INTERIOR WALL = DEMO. 2x6 EXTERIOR WALL = DEMO 2x4 HALF WALL SET NEW DECK FLOOR FLUSH WITH SUN PORCH FLOOR @ DOOR SPECIFICATIONS DIVISION 6: WOOD & PLASTICS DECK FRAMING 1.SUPPLY & FASTEN (3) PRECAST SQUARE PIERS WITH SIMPSON ABW44Z POST BASES 2.SUPPLY & INSTALL (3) 4 X 4 PT POSTS 3.FASTEN POSTS TO BEAM USING (1) PAIR OF SIMPSON LPC4Z TWO PIECE POST CAPS PER POST 4.SUPPLY & INSTALL (2) 2 X 8 DROP GIRDER PER PLAN 2 ON A-05 5.SUPPLY & INSTALL 2 X 8 PT JOISTS @ 16" O.C. PER PLAN 3 ON A-05 STAIRS FRAMING 1.SUPPLY & INSTALL (3) 2 X 12 PT STRINGERS 2.BUILD (7) TREADS @ 11" DEEP, WITH 6 3/4" RISERS PER SECTION 1 ON A-07 DIVISION 7: THERMAL & MOISTURE PROTECTION 1.SUPPLY & INSTALL GRACE VYCOR TAPE AROUND (1) NEW WINDOW TO BASEMENT DIVISION 8: DOORS & WINDOWS 1.SUPPLY & INSTALL (2) FIXED GLASS WINDOWS PER PLAN AND DETAILS 2 ON A-06 AND 4 ON A-07 2.SUPPLY & INSTALL (1) WINDOW PER SCHEDULE IN PLACE OF BASEMENT DOOR; EXISTING HEADER TO REMAIN 3.INSTALL SAVED STORM DOOR IN EXISTING LOCATION DIVISION 9: FINISHES DECKING 1.SUPPLY & INSTALL 1" X 6" IPE DECKING PER PLAN 4 ON A-05 2.SUPPLY & INSTALL IPE RAILINGS AND NEWEL POSTS PER DETAIL 1 ON A-06 3.FASTEN NEWEL POSTS TO RIM JOIST WITH FASTENMASTER THRU-LOK BOLT REPLACEMENT 4.FINISH IPE DECKING, RAILINGS, AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 5.SUPPLY & INSTALL SQUARE CEDAR PRIVACY LATTICE BELOW DECK 6.PROVIDE ACCESS PANEL IN LATTICE PER PLAN 7.SUPPLY & INSTALL 1 X 4 PRIMED SELECT PINE TRIM ON LATTICE 8.PAINT LATTICE AND TRIM TO MATCH BRICK COLOR STAIRS 1.SUPPLY & INSTALL 1" X 6" IPE DECKING PER PLAN 4 ON A-05 2.SUPPLY & INSTALL IPE RAILINGS AND NEWEL POSTS PER SECTION 1 ON A-07 3.FINISH IPE DECKING, RAILINGS, AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 4.SUPPLY & INSTALL (1) WOLF ALUMINUM 1-3/8" GRASPABLE HANDRAIL IN BRONZE MOUNTED INSIDE IPE RAILINGS 5.SUPPLY & INSTALL SQUARE CEDAR PRIVACY LATTICE BELOW STAIRS 6.SUPPLY & INSTALL 1 X 4 PRIMED SELECT PINE TRIM ON LATTICE 7.PAINT LATTICE AND TRIM TO MATCH BRICK COLOR OTHER 1.SUPPLY & INSTALL FLAT 1 X INTERIOR TRIM AROUND NEW WINDOW IN BASEMENT; ACTUAL TRIM WIDTH TBD BY MASONRY OPENING APPROX. MOVE GUTTER DOWNSPOUT HERE APPROX.(2)- 2 X 8 PT DROP BEAM 4 X 4 POST CONCRETE TO REMAIN CONCRETE TO REMAIN NEW CONCRETE SIDEWALK HERE 2 X 6 IPE RAIL CAP 4 X 4 IPE NEWEL POST 2 X 2 IPE VERTICAL CLEAT 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART 2 X 6 IPE RAIL CAP 2 X 2 IPE VERTICAL CLEAT 4 X 4 IPE NEWEL POST 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART SPECIFICATIONS DIVISION 2: SITE WORK 1.CALL DIG SOFT PRIOR TO START OF WORK 2.GRADE UNDER THE DECK WITH SITE MATERIAL. ANY EXCESS WILL BE HAULED OFFSITE 3.SUPPLY, DIG, AND BACKFILL FOR (3) PRECAST PIERS @ A MIN OF 4' BELOW GRADE 4.GRADE DISTURBED AREA OF SITE; PROVIDE AND SPREAD 4 CY OF SCREENED TOPSOIL, RAKE SEED AND STRAW MULCH. OWNER TO BE RESPONSIBLE FOR WATERING AND MAINTENANCE 5.NO UTILITY WORK IS INCLUDED 6.LATENT SUBSURFACE CONDITIONS REQUIRING SOIL STABILIZATION, ROCK EXCAVATION, DEWATERING OR ANY OTHER CONDITION THAT PREVENTS CONSTRUCTION WILL BE AT EXTRA COSTS 7.ROCK IS DEFINED AS BEDROCK OR BOULDERS EXCEEDING ONE CUBIC YARD IN SIZE. DEWATERING IS DEFINED AS PUMPING OR OTHER DRAINAGE MEASURES DUE TO GROUNDWATER 8.CONTRACTOR SHALL NOT BE LIABLE FOR ANY DAMAGE TO STRUCTURES, DRIVEWAYS, TREES, PLANTS, LAWNS, OR UNDERGROUND PIPES OR SYSTEMS DUE TO CONSTRUCTION ACTIVITIES DIVISION 3: CONCRETE 1.SUPPLY, DIG, AND BACKFILL FOR (3) PRECAST SQUARE PIERS @ A MIN OF 4' BELOW GRADE 2.INSTALL NEW POURED IN PLACE SIDEWALKS W/ WELDED WIRE MESH PER PLAN AND BROOM FINISH DIVISION 4: MASONRY 1.FILL IN BELOW BASEMENT WINDOW WITH BRICK TO MATCH EXISTING LOWER WALL BRICK BY ALLOWANCE DIVISION 5: METALS 1.MOVE WHITE SEAMLESS GUTTER DOWNSPOUT TO NEW LOCATION PER PLAN, GUTTER TO TERMINATE @ GRADE 1 X 4 PRIMED SELECT PINE LATTICE TRIM SQUARE CEDAR PRIVACY LATTICE PVC LATTICE TRIM 62 1/2" PANE OF GLASS 63" ROUGH OPENING 1 X 1 PRIMED PINE STOPS APPX. ROUGH OPENINGAPPX. WINDOW GLASS1 X 6 IPE DECKING 1 X 8 PRIMED PINE TRIM BOARD 2 X 8 FILLER BETWEEN 4 X 4 RAIL POSTS 2 X 8 RIM JOIST 4 X 4 IPE NEWEL POST PROVIDE ACCESS PANEL IN LATTICE BELOW DECK HERE PRECAST CONCRETE PIER @ A MIN. OF 4' BELOW GRADE 2 X 2 IPE VERTICAL CLEAT MIN. RAIL TO RAIL DIMENSION SET NEW DECK FLOOR FLUSH WITH SUN PORCH FLOOR @ DOOR SET TOP OF PIER @ GRADE 1.1" X 6" IPE DECKING PER PLAN 1 ON A-06 2.FINISH IPE DECKING WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 3.(3) 2 X 12 PT STRINGERS 4.(7) TREADS @ 11" DEEP, WITH 6 3/4" RISERS PER PLAN 1 ON A-06 1.IPE RAILINGS AND NEWEL POSTS PER PLAN 2 ON A -06 2.FINISH IPE RAILINGS AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 3.(1) WOLF ALUMINUM 1-3/8" GRASPABLE HANDRAIL MOUNTED INSIDE IPE RAILING 1.1 X 6 IPE DECKING 2.1X 8 TRIM BOARD 3.2 X 8 FILLER 4.2 X 8 RIM JOIST 5.(2)- 2 X 8 PT DROP BEAM 6.4 X 4 POST (2)- 2 X 8 PT DROP BEAM 4 X 4 POST 2 X 6 IPE RAIL CAP 4 X 4 IPE NEWEL POST 2 X 2 IPE VERTICAL CLEAT 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART 2 X 8 RIM JOIST WALL KEY = EXISTING 2x4 INTERIOR WALL = EXISTING 2x6 EXTERIOR WALL = EXISTING 2x4 HALF WALL = DEMO. 2x4 INTERIOR WALL = DEMO. 2x6 EXTERIOR WALL = DEMO 2x4 HALF WALL SET NEW DECK FLOOR FLUSH WITH SUN PORCH FLOOR @ DOOR SPECIFICATIONS DIVISION 6: WOOD & PLASTICS DECK FRAMING 1.SUPPLY & FASTEN (3) PRECAST SQUARE PIERS WITH SIMPSON ABW44Z POST BASES 2.SUPPLY & INSTALL (3) 4 X 4 PT POSTS 3.FASTEN POSTS TO BEAM USING (1) PAIR OF SIMPSON LPC4Z TWO PIECE POST CAPS PER POST 4.SUPPLY & INSTALL (2) 2 X 8 DROP GIRDER PER PLAN 2 ON A-05 5.SUPPLY & INSTALL 2 X 8 PT JOISTS @ 16" O.C. PER PLAN 3 ON A-05 STAIRS FRAMING 1.SUPPLY & INSTALL (3) 2 X 12 PT STRINGERS 2.BUILD (7) TREADS @ 11" DEEP, WITH 6 3/4" RISERS PER SECTION 1 ON A-07 DIVISION 7: THERMAL & MOISTURE PROTECTION 1.SUPPLY & INSTALL GRACE VYCOR TAPE AROUND (1) NEW WINDOW TO BASEMENT DIVISION 8: DOORS & WINDOWS 1.SUPPLY & INSTALL (2) FIXED GLASS WINDOWS PER PLAN AND DETAILS 2 ON A-06 AND 4 ON A-07 2.SUPPLY & INSTALL (1) WINDOW PER SCHEDULE IN PLACE OF BASEMENT DOOR; EXISTING HEADER TO REMAIN 3.INSTALL SAVED STORM DOOR IN EXISTING LOCATION DIVISION 9: FINISHES DECKING 1.SUPPLY & INSTALL 1" X 6" IPE DECKING PER PLAN 4 ON A-05 2.SUPPLY & INSTALL IPE RAILINGS AND NEWEL POSTS PER DETAIL 1 ON A-06 3.FASTEN NEWEL POSTS TO RIM JOIST WITH FASTENMASTER THRU-LOK BOLT REPLACEMENT 4.FINISH IPE DECKING, RAILINGS, AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 5.SUPPLY & INSTALL SQUARE CEDAR PRIVACY LATTICE BELOW DECK 6.PROVIDE ACCESS PANEL IN LATTICE PER PLAN 7.SUPPLY & INSTALL 1 X 4 PRIMED SELECT PINE TRIM ON LATTICE 8.PAINT LATTICE AND TRIM TO MATCH BRICK COLOR STAIRS 1.SUPPLY & INSTALL 1" X 6" IPE DECKING PER PLAN 4 ON A-05 2.SUPPLY & INSTALL IPE RAILINGS AND NEWEL POSTS PER SECTION 1 ON A-07 3.FINISH IPE DECKING, RAILINGS, AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 4.SUPPLY & INSTALL (1) WOLF ALUMINUM 1-3/8" GRASPABLE HANDRAIL IN BRONZE MOUNTED INSIDE IPE RAILINGS 5.SUPPLY & INSTALL SQUARE CEDAR PRIVACY LATTICE BELOW STAIRS 6.SUPPLY & INSTALL 1 X 4 PRIMED SELECT PINE TRIM ON LATTICE 7.PAINT LATTICE AND TRIM TO MATCH BRICK COLOR OTHER 1.SUPPLY & INSTALL FLAT 1 X INTERIOR TRIM AROUND NEW WINDOW IN BASEMENT; ACTUAL TRIM WIDTH TBD BY MASONRY OPENING APPROX. MOVE GUTTER DOWNSPOUT HERE APPROX.(2)- 2 X 8 PT DROP BEAM 4 X 4 POST CONCRETE TO REMAIN CONCRETE TO REMAIN NEW CONCRETE SIDEWALK HERE 2 X 6 IPE RAIL CAP 4 X 4 IPE NEWEL POST 2 X 2 IPE VERTICAL CLEAT 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART 2 X 6 IPE RAIL CAP 2 X 2 IPE VERTICAL CLEAT 4 X 4 IPE NEWEL POST 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART SPECIFICATIONS DIVISION 2: SITE WORK 1.CALL DIG SOFT PRIOR TO START OF WORK 2.GRADE UNDER THE DECK WITH SITE MATERIAL. ANY EXCESS WILL BE HAULED OFFSITE 3.SUPPLY, DIG, AND BACKFILL FOR (3) PRECAST PIERS @ A MIN OF 4' BELOW GRADE 4.GRADE DISTURBED AREA OF SITE; PROVIDE AND SPREAD 4 CY OF SCREENED TOPSOIL, RAKE SEED AND STRAW MULCH. OWNER TO BE RESPONSIBLE FOR WATERING AND MAINTENANCE 5.NO UTILITY WORK IS INCLUDED 6.LATENT SUBSURFACE CONDITIONS REQUIRING SOIL STABILIZATION, ROCK EXCAVATION, DEWATERING OR ANY OTHER CONDITION THAT PREVENTS CONSTRUCTION WILL BE AT EXTRA COSTS 7.ROCK IS DEFINED AS BEDROCK OR BOULDERS EXCEEDING ONE CUBIC YARD IN SIZE. DEWATERING IS DEFINED AS PUMPING OR OTHER DRAINAGE MEASURES DUE TO GROUNDWATER 8.CONTRACTOR SHALL NOT BE LIABLE FOR ANY DAMAGE TO STRUCTURES, DRIVEWAYS, TREES, PLANTS, LAWNS, OR UNDERGROUND PIPES OR SYSTEMS DUE TO CONSTRUCTION ACTIVITIES DIVISION 3: CONCRETE 1.SUPPLY, DIG, AND BACKFILL FOR (3) PRECAST SQUARE PIERS @ A MIN OF 4' BELOW GRADE 2.INSTALL NEW POURED IN PLACE SIDEWALKS W/ WELDED WIRE MESH PER PLAN AND BROOM FINISH DIVISION 4: MASONRY 1.FILL IN BELOW BASEMENT WINDOW WITH BRICK TO MATCH EXISTING LOWER WALL BRICK BY ALLOWANCE DIVISION 5: METALS 1.MOVE WHITE SEAMLESS GUTTER DOWNSPOUT TO NEW LOCATION PER PLAN, GUTTER TO TERMINATE @ GRADE 1 X 4 PRIMED SELECT PINE LATTICE TRIM SQUARE CEDAR PRIVACY LATTICE PVC LATTICE TRIM 62 1/2" PANE OF GLASS 63" ROUGH OPENING 1 X 1 PRIMED PINE STOPS APPX. ROUGH OPENINGAPPX. WINDOW GLASS1 X 6 IPE DECKING 1 X 8 PRIMED PINE TRIM BOARD 2 X 8 FILLER BETWEEN 4 X 4 RAIL POSTS 2 X 8 RIM JOIST 4 X 4 IPE NEWEL POST PROVIDE ACCESS PANEL IN LATTICE BELOW DECK HERE PRECAST CONCRETE PIER @ A MIN. OF 4' BELOW GRADE 2 X 2 IPE VERTICAL CLEAT MIN. RAIL TO RAIL DIMENSION SET NEW DECK FLOOR FLUSH WITH SUN PORCH FLOOR @ DOOR SET TOP OF PIER @ GRADE 1.1" X 6" IPE DECKING PER PLAN 1 ON A-06 2.FINISH IPE DECKING WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 3.(3) 2 X 12 PT STRINGERS 4.(7) TREADS @ 11" DEEP, WITH 6 3/4" RISERS PER PLAN 1 ON A-06 1.IPE RAILINGS AND NEWEL POSTS PER PLAN 2 ON A -06 2.FINISH IPE RAILINGS AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 3.(1) WOLF ALUMINUM 1-3/8" GRASPABLE HANDRAIL MOUNTED INSIDE IPE RAILING 1.1 X 6 IPE DECKING 2.1X 8 TRIM BOARD 3.2 X 8 FILLER 4.2 X 8 RIM JOIST 5.(2)- 2 X 8 PT DROP BEAM 6.4 X 4 POST (2)- 2 X 8 PT DROP BEAM 4 X 4 POST 2 X 6 IPE RAIL CAP 4 X 4 IPE NEWEL POST 2 X 2 IPE VERTICAL CLEAT 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART 2 X 8 RIM JOIST 5'-2 1/2"5'-3"WALL KEY = EXISTING 2x4 INTERIOR WALL = EXISTING 2x6 EXTERIOR WALL = EXISTING 2x4 HALF WALL = DEMO. 2x4 INTERIOR WALL = DEMO. 2x6 EXTERIOR WALL = DEMO 2x4 HALF WALL SET NEW DECK FLOOR FLUSH WITH SUN PORCH FLOOR @ DOOR SPECIFICATIONS DIVISION 6: WOOD & PLASTICS DECK FRAMING 1.SUPPLY & FASTEN (3) PRECAST SQUARE PIERS WITH SIMPSON ABW44Z POST BASES 2.SUPPLY & INSTALL (3) 4 X 4 PT POSTS 3.FASTEN POSTS TO BEAM USING (1) PAIR OF SIMPSON LPC4Z TWO PIECE POST CAPS PER POST 4.SUPPLY & INSTALL (2) 2 X 8 DROP GIRDER PER PLAN 2 ON A-05 5.SUPPLY & INSTALL 2 X 8 PT JOISTS @ 16" O.C. PER PLAN 3 ON A-05 STAIRS FRAMING 1.SUPPLY & INSTALL (3) 2 X 12 PT STRINGERS 2.BUILD (7) TREADS @ 11" DEEP, WITH 6 3/4" RISERS PER SECTION 1 ON A-07 DIVISION 7: THERMAL & MOISTURE PROTECTION 1.SUPPLY & INSTALL GRACE VYCOR TAPE AROUND (1) NEW WINDOW TO BASEMENT DIVISION 8: DOORS & WINDOWS 1.SUPPLY & INSTALL (2) FIXED GLASS WINDOWS PER PLAN AND DETAILS 2 ON A-06 AND 4 ON A-07 2.SUPPLY & INSTALL (1) WINDOW PER SCHEDULE IN PLACE OF BASEMENT DOOR; EXISTING HEADER TO REMAIN 3.INSTALL SAVED STORM DOOR IN EXISTING LOCATION DIVISION 9: FINISHES DECKING 1.SUPPLY & INSTALL 1" X 6" IPE DECKING PER PLAN 4 ON A-05 2.SUPPLY & INSTALL IPE RAILINGS AND NEWEL POSTS PER DETAIL 1 ON A-06 3.FASTEN NEWEL POSTS TO RIM JOIST WITH FASTENMASTER THRU-LOK BOLT REPLACEMENT 4.FINISH IPE DECKING, RAILINGS, AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 5.SUPPLY & INSTALL SQUARE CEDAR PRIVACY LATTICE BELOW DECK 6.PROVIDE ACCESS PANEL IN LATTICE PER PLAN 7.SUPPLY & INSTALL 1 X 4 PRIMED SELECT PINE TRIM ON LATTICE 8.PAINT LATTICE AND TRIM TO MATCH BRICK COLOR STAIRS 1.SUPPLY & INSTALL 1" X 6" IPE DECKING PER PLAN 4 ON A-05 2.SUPPLY & INSTALL IPE RAILINGS AND NEWEL POSTS PER SECTION 1 ON A-07 3.FINISH IPE DECKING, RAILINGS, AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 4.SUPPLY & INSTALL (1) WOLF ALUMINUM 1-3/8" GRASPABLE HANDRAIL IN BRONZE MOUNTED INSIDE IPE RAILINGS 5.SUPPLY & INSTALL SQUARE CEDAR PRIVACY LATTICE BELOW STAIRS 6.SUPPLY & INSTALL 1 X 4 PRIMED SELECT PINE TRIM ON LATTICE 7.PAINT LATTICE AND TRIM TO MATCH BRICK COLOR OTHER 1.SUPPLY & INSTALL FLAT 1 X INTERIOR TRIM AROUND NEW WINDOW IN BASEMENT; ACTUAL TRIM WIDTH TBD BY MASONRY OPENING APPROX. MOVE GUTTER DOWNSPOUT HERE APPROX.(2)- 2 X 8 PT DROP BEAM 4 X 4 POST CONCRETE TO REMAIN CONCRETE TO REMAIN NEW CONCRETE SIDEWALK HERE 2 X 6 IPE RAIL CAP 4 X 4 IPE NEWEL POST 2 X 2 IPE VERTICAL CLEAT 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART 2 X 6 IPE RAIL CAP 2 X 2 IPE VERTICAL CLEAT 4 X 4 IPE NEWEL POST 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART SPECIFICATIONS DIVISION 2: SITE WORK 1.CALL DIG SOFT PRIOR TO START OF WORK 2.GRADE UNDER THE DECK WITH SITE MATERIAL. ANY EXCESS WILL BE HAULED OFFSITE 3.SUPPLY, DIG, AND BACKFILL FOR (3) PRECAST PIERS @ A MIN OF 4' BELOW GRADE 4.GRADE DISTURBED AREA OF SITE; PROVIDE AND SPREAD 4 CY OF SCREENED TOPSOIL, RAKE SEED AND STRAW MULCH. OWNER TO BE RESPONSIBLE FOR WATERING AND MAINTENANCE 5.NO UTILITY WORK IS INCLUDED 6.LATENT SUBSURFACE CONDITIONS REQUIRING SOIL STABILIZATION, ROCK EXCAVATION, DEWATERING OR ANY OTHER CONDITION THAT PREVENTS CONSTRUCTION WILL BE AT EXTRA COSTS 7.ROCK IS DEFINED AS BEDROCK OR BOULDERS EXCEEDING ONE CUBIC YARD IN SIZE. DEWATERING IS DEFINED AS PUMPING OR OTHER DRAINAGE MEASURES DUE TO GROUNDWATER 8.CONTRACTOR SHALL NOT BE LIABLE FOR ANY DAMAGE TO STRUCTURES, DRIVEWAYS, TREES, PLANTS, LAWNS, OR UNDERGROUND PIPES OR SYSTEMS DUE TO CONSTRUCTION ACTIVITIES DIVISION 3: CONCRETE 1.SUPPLY, DIG, AND BACKFILL FOR (3) PRECAST SQUARE PIERS @ A MIN OF 4' BELOW GRADE 2.INSTALL NEW POURED IN PLACE SIDEWALKS W/ WELDED WIRE MESH PER PLAN AND BROOM FINISH DIVISION 4: MASONRY 1.FILL IN BELOW BASEMENT WINDOW WITH BRICK TO MATCH EXISTING LOWER WALL BRICK BY ALLOWANCE DIVISION 5: METALS 1.MOVE WHITE SEAMLESS GUTTER DOWNSPOUT TO NEW LOCATION PER PLAN, GUTTER TO TERMINATE @ GRADE 1 X 4 PRIMED SELECT PINE LATTICE TRIM SQUARE CEDAR PRIVACY LATTICE PVC LATTICE TRIM 62 1/2" PANE OF GLASS 63" ROUGH OPENING 1 X 1 PRIMED PINE STOPS APPX. ROUGH OPENINGAPPX. WINDOW GLASS1 X 6 IPE DECKING 1 X 8 PRIMED PINE TRIM BOARD 2 X 8 FILLER BETWEEN 4 X 4 RAIL POSTS 2 X 8 RIM JOIST 4 X 4 IPE NEWEL POST PROVIDE ACCESS PANEL IN LATTICE BELOW DECK HERE PRECAST CONCRETE PIER @ A MIN. OF 4' BELOW GRADE 2 X 2 IPE VERTICAL CLEAT MIN. RAIL TO RAIL DIMENSION SET NEW DECK FLOOR FLUSH WITH SUN PORCH FLOOR @ DOOR SET TOP OF PIER @ GRADE 1.1" X 6" IPE DECKING PER PLAN 1 ON A-06 2.FINISH IPE DECKING WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 3.(3) 2 X 12 PT STRINGERS 4.(7) TREADS @ 11" DEEP, WITH 6 3/4" RISERS PER PLAN 1 ON A-06 1.IPE RAILINGS AND NEWEL POSTS PER PLAN 2 ON A -06 2.FINISH IPE RAILINGS AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 3.(1) WOLF ALUMINUM 1-3/8" GRASPABLE HANDRAIL MOUNTED INSIDE IPE RAILING 1.1 X 6 IPE DECKING 2.1X 8 TRIM BOARD 3.2 X 8 FILLER 4.2 X 8 RIM JOIST 5.(2)- 2 X 8 PT DROP BEAM 6.4 X 4 POST (2)- 2 X 8 PT DROP BEAM 4 X 4 POST 2 X 6 IPE RAIL CAP 4 X 4 IPE NEWEL POST 2 X 2 IPE VERTICAL CLEAT 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART 2 X 8 RIM JOIST 1/2"3/4"WALL KEY = EXISTING 2x4 INTERIOR WALL = EXISTING 2x6 EXTERIOR WALL = EXISTING 2x4 HALF WALL = DEMO. 2x4 INTERIOR WALL = DEMO. 2x6 EXTERIOR WALL = DEMO 2x4 HALF WALL SET NEW DECK FLOOR FLUSH WITH SUN PORCH FLOOR @ DOOR SPECIFICATIONS DIVISION 6: WOOD & PLASTICS DECK FRAMING 1.SUPPLY & FASTEN (3) PRECAST SQUARE PIERS WITH SIMPSON ABW44Z POST BASES 2.SUPPLY & INSTALL (3) 4 X 4 PT POSTS 3.FASTEN POSTS TO BEAM USING (1) PAIR OF SIMPSON LPC4Z TWO PIECE POST CAPS PER POST 4.SUPPLY & INSTALL (2) 2 X 8 DROP GIRDER PER PLAN 2 ON A-05 5.SUPPLY & INSTALL 2 X 8 PT JOISTS @ 16" O.C. PER PLAN 3 ON A-05 STAIRS FRAMING 1.SUPPLY & INSTALL (3) 2 X 12 PT STRINGERS 2.BUILD (7) TREADS @ 11" DEEP, WITH 6 3/4" RISERS PER SECTION 1 ON A-07 DIVISION 7: THERMAL & MOISTURE PROTECTION 1.SUPPLY & INSTALL GRACE VYCOR TAPE AROUND (1) NEW WINDOW TO BASEMENT DIVISION 8: DOORS & WINDOWS 1.SUPPLY & INSTALL (2) FIXED GLASS WINDOWS PER PLAN AND DETAILS 2 ON A-06 AND 4 ON A-07 2.SUPPLY & INSTALL (1) WINDOW PER SCHEDULE IN PLACE OF BASEMENT DOOR; EXISTING HEADER TO REMAIN 3.INSTALL SAVED STORM DOOR IN EXISTING LOCATION DIVISION 9: FINISHES DECKING 1.SUPPLY & INSTALL 1" X 6" IPE DECKING PER PLAN 4 ON A-05 2.SUPPLY & INSTALL IPE RAILINGS AND NEWEL POSTS PER DETAIL 1 ON A-06 3.FASTEN NEWEL POSTS TO RIM JOIST WITH FASTENMASTER THRU-LOK BOLT REPLACEMENT 4.FINISH IPE DECKING, RAILINGS, AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 5.SUPPLY & INSTALL SQUARE CEDAR PRIVACY LATTICE BELOW DECK 6.PROVIDE ACCESS PANEL IN LATTICE PER PLAN 7.SUPPLY & INSTALL 1 X 4 PRIMED SELECT PINE TRIM ON LATTICE 8.PAINT LATTICE AND TRIM TO MATCH BRICK COLOR STAIRS 1.SUPPLY & INSTALL 1" X 6" IPE DECKING PER PLAN 4 ON A-05 2.SUPPLY & INSTALL IPE RAILINGS AND NEWEL POSTS PER SECTION 1 ON A-07 3.FINISH IPE DECKING, RAILINGS, AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 4.SUPPLY & INSTALL (1) WOLF ALUMINUM 1-3/8" GRASPABLE HANDRAIL IN BRONZE MOUNTED INSIDE IPE RAILINGS 5.SUPPLY & INSTALL SQUARE CEDAR PRIVACY LATTICE BELOW STAIRS 6.SUPPLY & INSTALL 1 X 4 PRIMED SELECT PINE TRIM ON LATTICE 7.PAINT LATTICE AND TRIM TO MATCH BRICK COLOR OTHER 1.SUPPLY & INSTALL FLAT 1 X INTERIOR TRIM AROUND NEW WINDOW IN BASEMENT; ACTUAL TRIM WIDTH TBD BY MASONRY OPENING APPROX. MOVE GUTTER DOWNSPOUT HERE APPROX.(2)- 2 X 8 PT DROP BEAM 4 X 4 POST CONCRETE TO REMAIN CONCRETE TO REMAIN NEW CONCRETE SIDEWALK HERE 2 X 6 IPE RAIL CAP 4 X 4 IPE NEWEL POST 2 X 2 IPE VERTICAL CLEAT 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART 2 X 6 IPE RAIL CAP 2 X 2 IPE VERTICAL CLEAT 4 X 4 IPE NEWEL POST 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART SPECIFICATIONS DIVISION 2: SITE WORK 1.CALL DIG SOFT PRIOR TO START OF WORK 2.GRADE UNDER THE DECK WITH SITE MATERIAL. ANY EXCESS WILL BE HAULED OFFSITE 3.SUPPLY, DIG, AND BACKFILL FOR (3) PRECAST PIERS @ A MIN OF 4' BELOW GRADE 4.GRADE DISTURBED AREA OF SITE; PROVIDE AND SPREAD 4 CY OF SCREENED TOPSOIL, RAKE SEED AND STRAW MULCH. OWNER TO BE RESPONSIBLE FOR WATERING AND MAINTENANCE 5.NO UTILITY WORK IS INCLUDED 6.LATENT SUBSURFACE CONDITIONS REQUIRING SOIL STABILIZATION, ROCK EXCAVATION, DEWATERING OR ANY OTHER CONDITION THAT PREVENTS CONSTRUCTION WILL BE AT EXTRA COSTS 7.ROCK IS DEFINED AS BEDROCK OR BOULDERS EXCEEDING ONE CUBIC YARD IN SIZE. DEWATERING IS DEFINED AS PUMPING OR OTHER DRAINAGE MEASURES DUE TO GROUNDWATER 8.CONTRACTOR SHALL NOT BE LIABLE FOR ANY DAMAGE TO STRUCTURES, DRIVEWAYS, TREES, PLANTS, LAWNS, OR UNDERGROUND PIPES OR SYSTEMS DUE TO CONSTRUCTION ACTIVITIES DIVISION 3: CONCRETE 1.SUPPLY, DIG, AND BACKFILL FOR (3) PRECAST SQUARE PIERS @ A MIN OF 4' BELOW GRADE 2.INSTALL NEW POURED IN PLACE SIDEWALKS W/ WELDED WIRE MESH PER PLAN AND BROOM FINISH DIVISION 4: MASONRY 1.FILL IN BELOW BASEMENT WINDOW WITH BRICK TO MATCH EXISTING LOWER WALL BRICK BY ALLOWANCE DIVISION 5: METALS 1.MOVE WHITE SEAMLESS GUTTER DOWNSPOUT TO NEW LOCATION PER PLAN, GUTTER TO TERMINATE @ GRADE 1 X 4 PRIMED SELECT PINE LATTICE TRIM SQUARE CEDAR PRIVACY LATTICE PVC LATTICE TRIM 62 1/2" PANE OF GLASS 63" ROUGH OPENING 1 X 1 PRIMED PINE STOPS APPX. ROUGH OPENINGAPPX. WINDOW GLASS1 X 6 IPE DECKING 1 X 8 PRIMED PINE TRIM BOARD 2 X 8 FILLER BETWEEN 4 X 4 RAIL POSTS 2 X 8 RIM JOIST 4 X 4 IPE NEWEL POST PROVIDE ACCESS PANEL IN LATTICE BELOW DECK HERE PRECAST CONCRETE PIER @ A MIN. OF 4' BELOW GRADE 2 X 2 IPE VERTICAL CLEAT MIN. RAIL TO RAIL DIMENSION SET NEW DECK FLOOR FLUSH WITH SUN PORCH FLOOR @ DOOR SET TOP OF PIER @ GRADE 1.1" X 6" IPE DECKING PER PLAN 1 ON A-06 2.FINISH IPE DECKING WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 3.(3) 2 X 12 PT STRINGERS 4.(7) TREADS @ 11" DEEP, WITH 6 3/4" RISERS PER PLAN 1 ON A-06 1.IPE RAILINGS AND NEWEL POSTS PER PLAN 2 ON A -06 2.FINISH IPE RAILINGS AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 3.(1) WOLF ALUMINUM 1-3/8" GRASPABLE HANDRAIL MOUNTED INSIDE IPE RAILING 1.1 X 6 IPE DECKING 2.1X 8 TRIM BOARD 3.2 X 8 FILLER 4.2 X 8 RIM JOIST 5.(2)- 2 X 8 PT DROP BEAM 6.4 X 4 POST (2)- 2 X 8 PT DROP BEAM 4 X 4 POST 2 X 6 IPE RAIL CAP 4 X 4 IPE NEWEL POST 2 X 2 IPE VERTICAL CLEAT 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART 2 X 8 RIM JOIST 5 1/4"3'-8"1 1/2"2'-10 1/2"8"WALL KEY = EXISTING 2x4 INTERIOR WALL = EXISTING 2x6 EXTERIOR WALL = EXISTING 2x4 HALF WALL = DEMO. 2x4 INTERIOR WALL = DEMO. 2x6 EXTERIOR WALL = DEMO 2x4 HALF WALL SET NEW DECK FLOOR FLUSH WITH SUN PORCH FLOOR @ DOOR SPECIFICATIONS DIVISION 6: WOOD & PLASTICS DECK FRAMING 1.SUPPLY & FASTEN (3) PRECAST SQUARE PIERS WITH SIMPSON ABW44Z POST BASES 2.SUPPLY & INSTALL (3) 4 X 4 PT POSTS 3.FASTEN POSTS TO BEAM USING (1) PAIR OF SIMPSON LPC4Z TWO PIECE POST CAPS PER POST 4.SUPPLY & INSTALL (2) 2 X 8 DROP GIRDER PER PLAN 2 ON A-05 5.SUPPLY & INSTALL 2 X 8 PT JOISTS @ 16" O.C. PER PLAN 3 ON A-05 STAIRS FRAMING 1.SUPPLY & INSTALL (3) 2 X 12 PT STRINGERS 2.BUILD (7) TREADS @ 11" DEEP, WITH 6 3/4" RISERS PER SECTION 1 ON A-07 DIVISION 7: THERMAL & MOISTURE PROTECTION 1.SUPPLY & INSTALL GRACE VYCOR TAPE AROUND (1) NEW WINDOW TO BASEMENT DIVISION 8: DOORS & WINDOWS 1.SUPPLY & INSTALL (2) FIXED GLASS WINDOWS PER PLAN AND DETAILS 2 ON A-06 AND 4 ON A-07 2.SUPPLY & INSTALL (1) WINDOW PER SCHEDULE IN PLACE OF BASEMENT DOOR; EXISTING HEADER TO REMAIN 3.INSTALL SAVED STORM DOOR IN EXISTING LOCATION DIVISION 9: FINISHES DECKING 1.SUPPLY & INSTALL 1" X 6" IPE DECKING PER PLAN 4 ON A-05 2.SUPPLY & INSTALL IPE RAILINGS AND NEWEL POSTS PER DETAIL 1 ON A-06 3.FASTEN NEWEL POSTS TO RIM JOIST WITH FASTENMASTER THRU-LOK BOLT REPLACEMENT 4.FINISH IPE DECKING, RAILINGS, AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 5.SUPPLY & INSTALL SQUARE CEDAR PRIVACY LATTICE BELOW DECK 6.PROVIDE ACCESS PANEL IN LATTICE PER PLAN 7.SUPPLY & INSTALL 1 X 4 PRIMED SELECT PINE TRIM ON LATTICE 8.PAINT LATTICE AND TRIM TO MATCH BRICK COLOR STAIRS 1.SUPPLY & INSTALL 1" X 6" IPE DECKING PER PLAN 4 ON A-05 2.SUPPLY & INSTALL IPE RAILINGS AND NEWEL POSTS PER SECTION 1 ON A-07 3.FINISH IPE DECKING, RAILINGS, AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 4.SUPPLY & INSTALL (1) WOLF ALUMINUM 1-3/8" GRASPABLE HANDRAIL IN BRONZE MOUNTED INSIDE IPE RAILINGS 5.SUPPLY & INSTALL SQUARE CEDAR PRIVACY LATTICE BELOW STAIRS 6.SUPPLY & INSTALL 1 X 4 PRIMED SELECT PINE TRIM ON LATTICE 7.PAINT LATTICE AND TRIM TO MATCH BRICK COLOR OTHER 1.SUPPLY & INSTALL FLAT 1 X INTERIOR TRIM AROUND NEW WINDOW IN BASEMENT; ACTUAL TRIM WIDTH TBD BY MASONRY OPENING APPROX. MOVE GUTTER DOWNSPOUT HERE APPROX.(2)- 2 X 8 PT DROP BEAM 4 X 4 POST CONCRETE TO REMAIN CONCRETE TO REMAIN NEW CONCRETE SIDEWALK HERE 2 X 6 IPE RAIL CAP 4 X 4 IPE NEWEL POST 2 X 2 IPE VERTICAL CLEAT 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART 2 X 6 IPE RAIL CAP 2 X 2 IPE VERTICAL CLEAT 4 X 4 IPE NEWEL POST 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART SPECIFICATIONS DIVISION 2: SITE WORK 1.CALL DIG SOFT PRIOR TO START OF WORK 2.GRADE UNDER THE DECK WITH SITE MATERIAL. ANY EXCESS WILL BE HAULED OFFSITE 3.SUPPLY, DIG, AND BACKFILL FOR (3) PRECAST PIERS @ A MIN OF 4' BELOW GRADE 4.GRADE DISTURBED AREA OF SITE; PROVIDE AND SPREAD 4 CY OF SCREENED TOPSOIL, RAKE SEED AND STRAW MULCH. OWNER TO BE RESPONSIBLE FOR WATERING AND MAINTENANCE 5.NO UTILITY WORK IS INCLUDED 6.LATENT SUBSURFACE CONDITIONS REQUIRING SOIL STABILIZATION, ROCK EXCAVATION, DEWATERING OR ANY OTHER CONDITION THAT PREVENTS CONSTRUCTION WILL BE AT EXTRA COSTS 7.ROCK IS DEFINED AS BEDROCK OR BOULDERS EXCEEDING ONE CUBIC YARD IN SIZE. DEWATERING IS DEFINED AS PUMPING OR OTHER DRAINAGE MEASURES DUE TO GROUNDWATER 8.CONTRACTOR SHALL NOT BE LIABLE FOR ANY DAMAGE TO STRUCTURES, DRIVEWAYS, TREES, PLANTS, LAWNS, OR UNDERGROUND PIPES OR SYSTEMS DUE TO CONSTRUCTION ACTIVITIES DIVISION 3: CONCRETE 1.SUPPLY, DIG, AND BACKFILL FOR (3) PRECAST SQUARE PIERS @ A MIN OF 4' BELOW GRADE 2.INSTALL NEW POURED IN PLACE SIDEWALKS W/ WELDED WIRE MESH PER PLAN AND BROOM FINISH DIVISION 4: MASONRY 1.FILL IN BELOW BASEMENT WINDOW WITH BRICK TO MATCH EXISTING LOWER WALL BRICK BY ALLOWANCE DIVISION 5: METALS 1.MOVE WHITE SEAMLESS GUTTER DOWNSPOUT TO NEW LOCATION PER PLAN, GUTTER TO TERMINATE @ GRADE 1 X 4 PRIMED SELECT PINE LATTICE TRIM SQUARE CEDAR PRIVACY LATTICE PVC LATTICE TRIM 62 1/2" PANE OF GLASS 63" ROUGH OPENING 1 X 1 PRIMED PINE STOPS APPX. ROUGH OPENINGAPPX. WINDOW GLASS1 X 6 IPE DECKING 1 X 8 PRIMED PINE TRIM BOARD 2 X 8 FILLER BETWEEN 4 X 4 RAIL POSTS 2 X 8 RIM JOIST 4 X 4 IPE NEWEL POST PROVIDE ACCESS PANEL IN LATTICE BELOW DECK HERE PRECAST CONCRETE PIER @ A MIN. OF 4' BELOW GRADE 2 X 2 IPE VERTICAL CLEAT MIN. RAIL TO RAIL DIMENSION SET NEW DECK FLOOR FLUSH WITH SUN PORCH FLOOR @ DOOR SET TOP OF PIER @ GRADE 1.1" X 6" IPE DECKING PER PLAN 1 ON A-06 2.FINISH IPE DECKING WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 3.(3) 2 X 12 PT STRINGERS 4.(7) TREADS @ 11" DEEP, WITH 6 3/4" RISERS PER PLAN 1 ON A-06 1.IPE RAILINGS AND NEWEL POSTS PER PLAN 2 ON A -06 2.FINISH IPE RAILINGS AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 3.(1) WOLF ALUMINUM 1-3/8" GRASPABLE HANDRAIL MOUNTED INSIDE IPE RAILING 1.1 X 6 IPE DECKING 2.1X 8 TRIM BOARD 3.2 X 8 FILLER 4.2 X 8 RIM JOIST 5.(2)- 2 X 8 PT DROP BEAM 6.4 X 4 POST (2)- 2 X 8 PT DROP BEAM 4 X 4 POST 2 X 6 IPE RAIL CAP 4 X 4 IPE NEWEL POST 2 X 2 IPE VERTICAL CLEAT 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART 2 X 8 RIM JOIST Development & Construction, Inc.110 Pulpit Hill RoadAmherst, Ma 01002413-549-7919 FAX: 413-549-7918 EMAIL: INFO@INTEGBUILD.COMDESIGN BY HFARMSTRONG-PRASHADRESIDENCE6INTEGRITYA- SHEET: DATE: 5/23/2018CONTRACT &BUILDING SET281 PROSPECT ST, NORTHAMPTON, MA 01060DECKPROPOSED WINDOW SECTION 1" = 1'-0" 2 A-06 2 A-06 PROPOSED RAIL SECTION 1" = 1'-0" 3 A-06 3 A-06 1 A-06 1 A-06 PROPOSED NEWEL DETAIL 1/2" = 1'-0" TO REMAIN REUSE SAVED W02 - 5553 TO REMAIN REUSE SAVED W02 - 5553 TO REMAIN TO REMAIN TO REMAIN TO REMAIN W03 - 5254 TO REMAINTO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN W03 - 5254 TO REMAINTO REMAIN TO REMAIN TO REMAIN WALL KEY = EXISTING 2x4 INTERIOR WALL = EXISTING 2x6 EXTERIOR WALL = EXISTING 2x4 HALF WALL = DEMO. 2x4 INTERIOR WALL = DEMO. 2x6 EXTERIOR WALL = DEMO 2x4 HALF WALL SET NEW DECK FLOOR FLUSH WITH SUN PORCH FLOOR @ DOOR SPECIFICATIONS DIVISION 6: WOOD & PLASTICS DECK FRAMING 1.SUPPLY & FASTEN (3) PRECAST SQUARE PIERS WITH SIMPSON ABW44Z POST BASES 2.SUPPLY & INSTALL (3) 4 X 4 PT POSTS 3.FASTEN POSTS TO BEAM USING (1) PAIR OF SIMPSON LPC4Z TWO PIECE POST CAPS PER POST 4.SUPPLY & INSTALL (2) 2 X 8 DROP GIRDER PER PLAN 2 ON A-05 5.SUPPLY & INSTALL 2 X 8 PT JOISTS @ 16" O.C. PER PLAN 3 ON A-05 STAIRS FRAMING 1.SUPPLY & INSTALL (3) 2 X 12 PT STRINGERS 2.BUILD (7) TREADS @ 11" DEEP, WITH 6 3/4" RISERS PER SECTION 1 ON A-07 DIVISION 7: THERMAL & MOISTURE PROTECTION 1.SUPPLY & INSTALL GRACE VYCOR TAPE AROUND (1) NEW WINDOW TO BASEMENT DIVISION 8: DOORS & WINDOWS 1.SUPPLY & INSTALL (2) FIXED GLASS WINDOWS PER PLAN AND DETAILS 2 ON A-06 AND 4 ON A-07 2.SUPPLY & INSTALL (1) WINDOW PER SCHEDULE IN PLACE OF BASEMENT DOOR; EXISTING HEADER TO REMAIN 3.INSTALL SAVED STORM DOOR IN EXISTING LOCATION DIVISION 9: FINISHES DECKING 1.SUPPLY & INSTALL 1" X 6" IPE DECKING PER PLAN 4 ON A-05 2.SUPPLY & INSTALL IPE RAILINGS AND NEWEL POSTS PER DETAIL 1 ON A-06 3.FASTEN NEWEL POSTS TO RIM JOIST WITH FASTENMASTER THRU-LOK BOLT REPLACEMENT 4.FINISH IPE DECKING, RAILINGS, AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 5.SUPPLY & INSTALL SQUARE CEDAR PRIVACY LATTICE BELOW DECK 6.PROVIDE ACCESS PANEL IN LATTICE PER PLAN 7.SUPPLY & INSTALL 1 X 4 PRIMED SELECT PINE TRIM ON LATTICE 8.PAINT LATTICE AND TRIM TO MATCH BRICK COLOR STAIRS 1.SUPPLY & INSTALL 1" X 6" IPE DECKING PER PLAN 4 ON A-05 2.SUPPLY & INSTALL IPE RAILINGS AND NEWEL POSTS PER SECTION 1 ON A-07 3.FINISH IPE DECKING, RAILINGS, AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 4.SUPPLY & INSTALL (1) WOLF ALUMINUM 1-3/8" GRASPABLE HANDRAIL IN BRONZE MOUNTED INSIDE IPE RAILINGS 5.SUPPLY & INSTALL SQUARE CEDAR PRIVACY LATTICE BELOW STAIRS 6.SUPPLY & INSTALL 1 X 4 PRIMED SELECT PINE TRIM ON LATTICE 7.PAINT LATTICE AND TRIM TO MATCH BRICK COLOR OTHER 1.SUPPLY & INSTALL FLAT 1 X INTERIOR TRIM AROUND NEW WINDOW IN BASEMENT; ACTUAL TRIM WIDTH TBD BY MASONRY OPENING APPROX. MOVE GUTTER DOWNSPOUT HERE APPROX.(2)- 2 X 8 PT DROP BEAM 4 X 4 POST CONCRETE TO REMAIN CONCRETE TO REMAIN NEW CONCRETE SIDEWALK HERE 2 X 6 IPE RAIL CAP 4 X 4 IPE NEWEL POST 2 X 2 IPE VERTICAL CLEAT 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART 2 X 6 IPE RAIL CAP 2 X 2 IPE VERTICAL CLEAT 4 X 4 IPE NEWEL POST 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART SPECIFICATIONS DIVISION 2: SITE WORK 1.CALL DIG SOFT PRIOR TO START OF WORK 2.GRADE UNDER THE DECK WITH SITE MATERIAL. ANY EXCESS WILL BE HAULED OFFSITE 3.SUPPLY, DIG, AND BACKFILL FOR (3) PRECAST PIERS @ A MIN OF 4' BELOW GRADE 4.GRADE DISTURBED AREA OF SITE; PROVIDE AND SPREAD 4 CY OF SCREENED TOPSOIL, RAKE SEED AND STRAW MULCH. OWNER TO BE RESPONSIBLE FOR WATERING AND MAINTENANCE 5.NO UTILITY WORK IS INCLUDED 6.LATENT SUBSURFACE CONDITIONS REQUIRING SOIL STABILIZATION, ROCK EXCAVATION, DEWATERING OR ANY OTHER CONDITION THAT PREVENTS CONSTRUCTION WILL BE AT EXTRA COSTS 7.ROCK IS DEFINED AS BEDROCK OR BOULDERS EXCEEDING ONE CUBIC YARD IN SIZE. DEWATERING IS DEFINED AS PUMPING OR OTHER DRAINAGE MEASURES DUE TO GROUNDWATER 8.CONTRACTOR SHALL NOT BE LIABLE FOR ANY DAMAGE TO STRUCTURES, DRIVEWAYS, TREES, PLANTS, LAWNS, OR UNDERGROUND PIPES OR SYSTEMS DUE TO CONSTRUCTION ACTIVITIES DIVISION 3: CONCRETE 1.SUPPLY, DIG, AND BACKFILL FOR (3) PRECAST SQUARE PIERS @ A MIN OF 4' BELOW GRADE 2.INSTALL NEW POURED IN PLACE SIDEWALKS W/ WELDED WIRE MESH PER PLAN AND BROOM FINISH DIVISION 4: MASONRY 1.FILL IN BELOW BASEMENT WINDOW WITH BRICK TO MATCH EXISTING LOWER WALL BRICK BY ALLOWANCE DIVISION 5: METALS 1.MOVE WHITE SEAMLESS GUTTER DOWNSPOUT TO NEW LOCATION PER PLAN, GUTTER TO TERMINATE @ GRADE 1 X 4 PRIMED SELECT PINE LATTICE TRIM SQUARE CEDAR PRIVACY LATTICE PVC LATTICE TRIM 62 1/2" PANE OF GLASS 63" ROUGH OPENING 1 X 1 PRIMED PINE STOPS APPX. ROUGH OPENINGAPPX. WINDOW GLASS1 X 6 IPE DECKING 1 X 8 PRIMED PINE TRIM BOARD 2 X 8 FILLER BETWEEN 4 X 4 RAIL POSTS 2 X 8 RIM JOIST 4 X 4 IPE NEWEL POST PROVIDE ACCESS PANEL IN LATTICE BELOW DECK HERE PRECAST CONCRETE PIER @ A MIN. OF 4' BELOW GRADE 2 X 2 IPE VERTICAL CLEAT MIN. RAIL TO RAIL DIMENSION SET NEW DECK FLOOR FLUSH WITH SUN PORCH FLOOR @ DOOR SET TOP OF PIER @ GRADE 1.1" X 6" IPE DECKING PER PLAN 1 ON A-06 2.FINISH IPE DECKING WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 3.(3) 2 X 12 PT STRINGERS 4.(7) TREADS @ 11" DEEP, WITH 6 3/4" RISERS PER PLAN 1 ON A-06 1.IPE RAILINGS AND NEWEL POSTS PER PLAN 2 ON A -06 2.FINISH IPE RAILINGS AND NEWEL POSTS WITH BENJAMIN MOORE CLEAR OIL BASED SEALER 3.(1) WOLF ALUMINUM 1-3/8" GRASPABLE HANDRAIL MOUNTED INSIDE IPE RAILING 1.1 X 6 IPE DECKING 2.1X 8 TRIM BOARD 3.2 X 8 FILLER 4.2 X 8 RIM JOIST 5.(2)- 2 X 8 PT DROP BEAM 6.4 X 4 POST (2)- 2 X 8 PT DROP BEAM 4 X 4 POST 2 X 6 IPE RAIL CAP 4 X 4 IPE NEWEL POST 2 X 2 IPE VERTICAL CLEAT 1 X 6 IPE BALUSTERS SPACED APPROX. 3.13" APART 2 X 8 RIM JOIST REUSE SAVED W02 - 5553 GLASS APPX. 5'-5" X 5'-2 1/2" MEASURE IN FIELD REUSE SAVED W02 - 5553 TO REMAIN W03 - 5254 TO REMAIN GLASS APPX. 5'-2" X 5'-3 1/2" MEASURE IN FIELD TO REMAIN W03 - 5254 TO REMAIN Development & Construction, Inc.110 Pulpit Hill RoadAmherst, Ma 01002413-549-7919 FAX: 413-549-7918 EMAIL: INFO@INTEGBUILD.COMDESIGN BY HFARMSTRONG-PRASHADRESIDENCE7INTEGRITYA- SHEET: DATE: 5/23/2018CONTRACT &BUILDING SET281 PROSPECT ST, NORTHAMPTON, MA 01060DECK3 A-07 3 A-07 PROPOSED ELEVATION 1/4" = 1'-0" 2 A-07 2 A-07 PROPOSED NORTH ELEVATION 1/4" = 1'-0" PROPOSED STAIR SECTION 1/2" = 1'-0" 1 A-07 1 A-07 PROPOSED WINDOW ELEVATIONS 1/2" = 1'-0" 4 A-06 4 A-06