32 Buffum Street_Permit Plans_04.10.17GENERAL NOTES1.All of the work shown on the drawings is the responsibility of the General Contractor unless specificallynoted otherwise.2.The Builder shall review the contract documents and verify existing site conditions prior to submitting abid, proposal or agreement. The Builder's proposal shall include all trades and services necessary forcompletionof the work. The Builder shall notate all existing conditions which interfere or conflict with theworking drawings and report the inconsistencies prior to bid, proposal or agreement.3.Construction means and methods are the sole responsibility of the Builder. The Designer hasaccounted for the most common of techniques used in the design of this project.4.The Builder is the sole party in control of the work environment, and must verify all dimensions on theplans with existing site conditions prior to commencement of work. Any discrepancies shall be broughtto the attention of the Architect.5.This project does not require the use of any specific contract form, however in no event is theownerbuilder agreement to have requirements which would disadvantage the owner more than that of"AIA - Document A201 – General Conditions of the Contract for Construction".6.All dimensions to be verified in the field, with any discrepancies reported to the Architect beforeproceeding with the work. Do not scale these drawings. If a discrepancy is found, the Builder is tocontact the designer for interpretation of intent prior to commencement of work. All work shall beperformed by licensed tradesmen according to all applicable local, state and federal laws, codes andstandards.7.All materials and construction assemblies shall conform to all applicable manufacturers specifications,installation and performance standards.8.All new construction shall comply with the Massachusetts Energy Code.9.Alteration/ renovation work requires that certain assumptions be made regarding existing conditions,and because some of these assumptions can not be verified without great expense and / or destroyingserviceable portions of the building, the Architect shall not be responsible for any unforeseen conditionsincluding any hazardous material10.Unless otherwise shown or note.d, all details are considered to be typical and shall be used whereapplicable.11.Safety measures: At all times the Contractor shall be solely and completed responsible for theconditions of the job site, including safety of the persons and property, and for all independentengineering reviews of these conditions. The Architect's or Engineer's job site reviews are notintended to include review of the Contractor's safety measures.12.Plans, notations and details are hierarchical. Highly detailed drawings take precedence over lowerdetailed drawings. Notations take precedence of graphical drawings.13.Where mechanical, electrical, plumbing or specialty drawings are prepared by the Builder or theBuilder's sub-contractor, the drawings shall be considered shop drawings and shall be submitted to theDesigner for review prior to submittal to the building department and/or commencement of work. TheDesigner retains the right to reject shop drawings not in conformance with the design intent.ADDITIONAL TERMS OR CONDITIONSThe Contractor must notify the Owner in writing of any additional terms, qualifications, or conditionswith their bid, as such claims will not be considered after that time.OWNERSHIP OF DOCUMENTSThe construction documents as instruments of professional service are and shall remain the property ofthe Architect. Documents are not to be used, in whole or in part for other projects or purposes or by anyother parties other than those authorized by contract without, the specific written authorization of theArchitect.THE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com1PERMIT SET04/10/17 1/4" = 1'-0"4/10/2017 11:08:33 AMA 0.0COVER SHEET & PROJECTINFO03-17JJ & LEE DEARBORN32 BUFFUM STREET04/10/2017LHDLHDDRAWING LISTSheetNumberSheet NameA 0.1 PROJECT NOTESA 0.2 FIRE SAFETY & EGRESS PLANSA 0.3 FIRE SAFETY & EGRESS PLANSAD 2.0 DEMO PLANS - BASEMENT & 1ST LEVELAD 2.1 DEMO PLANS - 2ND & 3RD LEVELAD 2.2 DEMO PLANS - ROOF & ELEVATIONSA 1.0 ARCHITECTURAL SITE PLAN - EXISTINGA 1.1 ARCHITECTURAL SITE PLAN - PROPOSEDA 2.0 FLOOR PLANS - BASEMENT & 1ST LEVELA 2.1 FLOOR PLANS - 2ND & 3RD LEVELA 2.2 ROOF PLAN - PLAN & ROOF DETAILSA 3.0 ELEVATIONS - WEST (FRONT) & SOUTH (RIGHT SIDE)A 3.1 ELEVATIONS - EAST (REAR) & NORTH (LEFT SIDE)A 3.2 PERSPECTIVES - 3D VIEWSA 4.0 BUILDING SECTIONS (DIAGRAMATIC)A 4.1 STAIR SECTIONS, PLANS & DETAILSA 5.0 WALL SECTIONSS 2.0 STRUCTURAL PLANS - FOUNDATION & 1ST LEVELS 2.1 STRUCTURAL PLANS - 2ND & 3RD LEVELS 2.2 STRUCTURAL PLANS - ROOF & STRUCTURAL DETAILSTHE MAKERS GUILD32 BUFFUM STREETSALEM, MA 01970PERMIT PLANS FORRENOVATION/ADDITION PROJECTGENERAL INFODRAWING LISTSYMBOLS LEGENDSTANDARD MATERIALS32 BUFFUM STREET(SOUTHWEST VIEW)PROPERTY INFORMATIONPROPERTY LOCATION: 32 Buffum StreetPARCEL ID: 27-0059-0ZONING:R2BUILDING STYLE:Multi-GardenNUMBER OF LIVING UNITS:2YEAR BUILT:1832FINISHED FLOOR AREA:1,514 S.F.NO. OF ROOMS:8NO. OF BEDROOMS: 4NO. OF FULL BATHROOMS:2NO. OF 3/4 BATHROOMS:0NO. OF 1/2 BATHROOMS:0FOUNDATION TYPE:Brick/StoneFRAME TYPE: WoodROOF STRUCTURE:GableROOF COVER:Asphalt ShingleSIDING:ClapboardINTERIOR WALLS:PlasterFLOORING TYPE:HardwoodBASEMENT FLOOR:ConcreteHEATING TYPE:Forced Hot WaterHEATING FUEL:GasAIR CONDITIONING:0%EXISTINGPROPOSEDPROPERTY LOCATION: 32 Buffum StreetPARCEL ID: 27-0059-0ZONING:R2BUILDING STYLE:Multi-GardenNUMBER OF LIVING UNITS:2YEAR BUILT:1832FINISHED FLOOR AREA:2,800 S.F.NUMBER OF ROOMS:8NUMBER OF BEDROOMS: 4NO. OF FULL BATHROOMS:2NO. OF 3/4 BATHROOMS:2NO. OF 1/2 BATHROOMS:2FOUNDATION TYPE:Brick/Stone/ConcreteFRAME TYPE: WoodROOF STRUCTURE:GableROOF COVER:Asphalt ShingleSIDING:ClapboardINTERIOR WALLS:PlasterFLOORING TYPE:HardwoodBASEMENT FLOOR:ConcreteHEATING TYPE:Forced AirHEATING FUEL:ElectricAIR CONDITIONING:100%No. Description Date
STAIRWAY/GUARDS NOTES1. VERIFY DIMENSIONAL OPENING FOR STAIR PRIOR TOCONSTRUCTION OF FLOOR FRAMING.2. STAIRWAYS SHALL BE NOT LESS THAN 36" WIDE AT ALL POINTSABOVE THE HANDRAIL AND BELOW THE REQUIRED HEADROOM.3. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDEOF THE STAIR AND SHALL NOT REDUCE THE HEIGHT STAIR WIDTHBY LESS THAN 31.5" WHERE A HANDRAIL IS INSTALLED ON ONE SIDEAND NOT LESS THAN 27" WHERE HANDRAILS ARE PROVIDED ONBOTH SIDES.4. RISERS SHALL BE NOT MORE THAN 8" UNO.5. THE MINIMUM TREAD DEPTH SHALL BE NOT LESS THAN 9" UNO.6. THE GREATEST RISER HEIGHT SHALL NOT EXCEED THE SMALLESTBY MORE THAN 3/8".7. REF. L.R.C. R314.2.1 FOR PROFILE REQUIREMENTS.8. MINIMUM HEADROOM AT ALL PARTS OF THE STAIRWAY SHALL BE6' - 8".9. STAIRWAYS (INTERIOR/EXTERIOR) SHALL BE LIGHTED AS REQUIREDBY IRC R303.4.10. HANDRAILS SHALL HAVE A HEIGHT OF 34" - 38" FROM TREAD NOSING.11. HANDRAILS AT WALLS SHALL HAVE A CLEAR DIMENSION OF 1.5” MIN.FROM WALL.12. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATEDMORETHAN 30” ABOVE FLOOR OR GRADE SHALL HAVE GUARDSNOT LESS THAN 36” IN HEIGHT.13. OPEN SIDES OF STAIRS SHALL HAVE GUARDS NOT LESS THAN 34”ABOVE THE NOSING.14. WHERE GUARDS ARE REQUIRED, INTERMEDIATE RAILS ORORNAMENTAL CLOSURES SHALL BE PROVIDED THAT DO NOT ALLOWA PASSAGE OF A 4" SPHERE. REQUIRED GUARDS SHALL NOT BECONSTRUCTED WITH HORIZONTAL RAILS OR OTHER ORNAMENTALPATTERN THAT RESULTS IN A LADDER EFFECT.15. THE TRIANGULAR SPACE FORMED BY THE TREAD AND RISER OF THESTAIR SHALL BE SUCH THAT A 6" SPHERE SHALL NOT PASS.16. THE TOP AND BOTTOM OF ALL STAIRS AND AT ALL WALLTRANSITIONS SHALL RECEIVE SOLID BLOCKING.17. IF THE ENCLOSED SPACE BELOW A STAIR IS TO BE USED, PROVIDE5/8" TYPE X GYPSUM BOARD ALL AROUND STAIR ENCLOSURE.18. PRE-MANUFACTURED SPIRAL STAIRS SHALL COMPLY WITH IRCR314.5. MINIMUM WIDTH SHALL BE 26" W/ EACH TREAD HAVING A7 1/2" MIN. TREAD AT 12" FROM THE NARROWER EDGE. ALL TREADSSHALL BE IDENTICAL, AND THE RISE SHALL BE NO MORE THAN 9 1/2".A MIN. HEADROOM OF 6'-6" SHALL BE PROVIDED.DRAFT & FIRE STOPS1. DRAFTSTOPS SHALL COMPLY IRC R502.12 AND LOCAL AMENDMENTS.2. WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW THECONCEALED SPACE OF FLOOR/CEILING ASSEMBLY, DRAFTSTOPSSHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACEDOES NOT EXCEED 1,000 SF.3. DRAFTSTOPS SHALL DIVIDE THE SPACES INTO APPROXIMATELYEQUAL AREAS.4. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVEAND A CEILING MEMBRANE BELOW DRAFTSTOPPING SHALL BEPROVIDED UNDER THE FOLLOWING CIRCUMSTANCES:A. CEILING IS SUSPENDED UNDER THE FLOOR FRAMINGB. FLOOR FRAMING IS CONSTRUCTED OF TRUSS - TYPE OPENWEB OR PERFORATED MEMBERS.5. DRAFTSTOPS SHALL BE MIN. 1/2' GYPSUM BOARD. OTHER MATERIALSALTHOUGH ACCEPTABLE UNDER BUILDING CODE ARE NOTACCEPTABLE TO THIS DESIGNER AND WILL BE REJECTED.6. DRAFTSTOPS SHALL BE INSTALLED PARALLEL TO THE FLOORFRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDINGOFFICIAL.7. EACH ATTIC OR ROOF SPACE SEPERATED BY DRAFTSTOPS SHALL BEINDEPENDENTLY VENTED.8. VERIFY LOCATION OF VENTING WITH DRAFTSTOPS.9. DRAFTSTOPS SHALL BE PROVIDED AT THE GARAGE TO DWELLINGCONNECTION UNLESS A FIRE RATED WALL IS PROVIDED FROM SLABTO UNDERSIDE OF ROOF. FIREBLOCKS SHALL COMPLY WITHIRC R602.8 AND LOCAL AMMENDMENTS. FIREBLOCKING SHALL BEPROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTHHORIZONTAL AND VERTICAL) AND TO FORM AN EFFECTIVE FIREBARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THEROOF SPACE. FIREBLOCKING SHALL BE PROVIDED AT THE FOLLOWINGMIN. LOCATIONS:A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES, AT THE CEILING AND FLOORLEVEL AND AT 10 FOOT INTERVALS BOTH VERTICAL ANDHORIZONTAL BATTS OR BLANKETS OF MINERAL OR GLASSFIBER OR OTHER APPROVED NONRIGID MATERIALS SHALL BEPARALLEL ROWS OF STUDS OR STAGGERED STUDS.B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICALAND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROPCEILINGS AND COVE CEILINGS.C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THETOP AND BOTTOM OF THE RUN AND IN LINE WITH THE RUN OFTHE STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED.D. AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILINGAND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESISTTHE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.E. AT CHIMNEYS AND FIREPLACES IN ACCORDANCE WITHIRC R1001.16.F. ALL SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGSTHROUGH WHICH CHIMNEYS PASS SHALL BE FIREBLOCKEDWITH NONCOMBUSTIBLE MATERIAL SECURELY FASTENED INPLACE. THE FIREBLOCKING OF SPACES BETWEEN CHIMNEYSAND WOOD JOISTS, BEAMS OR HEADERS SHALL BE TO A DEPTHOF 1 INCH AND SHALL ONLY BE PLACED ON STRIPS OF METALOR METAL LATH LAID ACROSS THE SPACES BETWEENCOMBUSTIBLE MATERIAL AND THE CHIMNEY.G. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING ISREQUIRED AT THE LINE OF DWELLNG UNIT SEPARATION.FIREBLOCKING MATERIAL SHALL CONSIST OF 2 INCH NOMINALLUMBER, OR TWO THICKNESSES OF 1 INCH NOMINAL LUMBERWITH BROKEN LAP JOINTS. BATTS OR BLANKETS OF MINERALWOOL OR GLASS FIBER MATERIALS INSTALLED IN SUCH AMANNERAS TO BE SECURELY RETAINED IN PLACE SHALL BEPERMITTED. LOOSE FILL INSULATION SHALL NOT BE USED.UNFACED FIBERGLASS BATT INSULATION USED ASFIREBLOCKING SHALL FILL THE ENTIRE CROSS SECTION OF THEWALL CAVITY TO A MIN. HEIGHT OF 18 INCHES MEASUREDVERTICALLY. WHEN PIPING, CONDUIT OR SIMILAROBSTRUCTIONS ARE ENCOUNTERED, THE INSULATION SHALLBE PACKED TIGHTLY AROUND THE OBSTRUCTION.EXTERIOR FINISH CARPENTRY1. SIDING: PRE-TREATED CEDAR, EXPOSURE AS SHOWN ON DRAWINGS.2. FLAT TRIM: 3/4" & 5/4" "AZEK" OR EQUAL, SIZED ON DRAWINGS.3. WINDOW & DOOR CASINGS: PRE-TREATED PINE, SIZED ONDRAWINGS.4. CEILINGS & EAVES: PRE-TREATED 2" BEAD BOARD PINE.5. EAVE VENTS: SEE "BUILDING ENVELOPE" REQUIREMENTS. VENTEDEAVES SHALL BE CONTINUOUS 2" STRIP TYPE, ALUMINUM WITHBAKED ENAMEL FINISH.6. DECKING: 5/4"X4" MAHOGANY WITH 5/4"X6" MAHOGANY BORDER.FASTEN WITH STAINLESS STEEL SCREWS. PRE-TREAT WOOD WITHCABOTS "AUSTRALIAN TIMBER OIL"7. RAILINGS & POSTS: MAHOGANY BY WOODWAY SYSTEMS OR EQUAL.8. TRIM FLASHING: ALUMINUM "Z" FLASHING WITH 1/4" LOWER LIP,24 GUAGE.9. PROVIDE HEAVY GUAGE ALUMINUM SCREENING AT PORCH ANDUNDER PORCH DECKING.10. REFER TO OWNER'S STAIN/PAINT SCHEDULE.WOOD FOR EXTERIOR USE SHALL HAVE A MOISTURE CONTENTBETWEEN 9 TO 15 PERCENT, WHEN DELIVERED TO THE PROJECT.INTERIOR FINISH CARPENTRY1. INTERIOR WALL BASE, DOOR CASINGS, WINDOW TRIM ANDDECORATIVE BEAM WORK SHALL BE INSTALLED IN ACCORDANCEWITH AWI STANDARDS FOR "CUSTOM GRADE" WOODWORK.2. UNLESS OTHERWISE SPECIFIED, MOULDING #'S REFERENCEANDERSON & MCQUIAD (A&M).3. KITCHEN CABINETRY & BUILT-INS SHALL BE FABRICATED &INSTALLED IN ACCORDANCE WITH AWI STANDARDS FOR "CUSTOMGRADE" WOODWORK FOR FULL OVERLAY DOORS.4. CABINET HARDWARE SHALL BE BLUM: EURO STYLE, AVENTOS HKSTAY LIFT AND TANDEM PLUS BLUMOTION CONCEALED HINGESAND RUNNERS. KNOBS & PULLS TO BE SUPPLIED BY OWNER ANDINSTALLED BY GC.5. PROVIDE SHOP DRAWINGS & CUT SHEETS FOR APPROVAL.6. SEE MOULDING PROFILES AND DETAILS ON DRAWINGS.7. PROVIDE INTERIOR STAIRS AND RAILINGS TO MEET MA BUILDINGCODE.8. WOOD FOR INTERIOR USE SHALL HAVE A MOISTURE CONTENTBETWEEN 5 AND 10 PERCENT, WHEN DELIVERED TO THE PROJECT.9. ALL INTERIOR WOOD SHALL BE STORED IN CLIMATE CONTROLLEDJOBSITE ROOM FOR 1 WEEK PRIOR TO INSTALLATION.MILLWORK1. FIELD MEASUREMENTS: WHERE POSSIBLE THE WOODWORKMANUFACTURER SHALL TAKE FIELD MEASUREMENTS BEFOREPREPARATION OF SHOP DRAWINGS AND FABRICATION TO ENSUREPROPER FITTING OF WORK.A. ALLOW FOR ADJUSTMENTS WITHIN SPECIFIED TOLERANCESWHEREVER TAKING OF FIELD MEASUREMENTS BEFOREFABRICATION MIGHT DELAY WORK.2. FIELD DIMENSIONS WHICH ARE NOT CONTROLLED BY PROJECTCONDITIONS: THE WOODWORK MANUFACTURER IS RESPONSIBLEFOR DETAILS AND DIMENSIONS NOT CONTROLLED BY PROJECTCONDITIONS AND SHALL SHOW ON HIS SHOP DRAWINGS ALLREQUIRED FIELD MEASUREMENTS BEYOND HIS CONTROL.A. THE CONTRACTOR SHALL ACKNOWLEDGE THE WOODWORKFABRICATOR’S NEED FOR ACCURATE FIELD DIMENSIONSPRIOR TO CUSTOM FABRICATION.B. THE CONTRACTOR AND THE WOODWORK MANUFACTURERSHALL COOPERATE TO ESTABLISH AND MAINTAIN THESE FIELDDIMENSIONS.3. QUALITY STANDARD: PROVIDE AWI “PREMIUM GRADE” FORWORKMANSHIP AND MATERIALS.4. PROVIDE LARGE SCALE SHOP DRAWINGS FOR FABRICATION,INSTALLATION AND COORDINATION. PROVIDE LARGE SCALE DETAILPLANS, ELEVATIONS, ANCHORAGES AND ACCESSORY ITEMS.PROVIDE FINISH SAMPLES FOR REVIEW AND APPROVAL.5. TAKE ACCURATE FIELD MEASUREMENTS BEFORE PREPARATION OFSHOP DRAWINGS AND FABRICATION. ALLOW FOR FIELD CUTTINGAND FITTING WHERE TAKING FIELD MEASUREMENTS BEFOREFABRICATION IS NOT POSSIBLE.6. MATERIAL: FOR EACH MATERIAL TYPE REQUIRED FOR WORK,PROVIDE PRIMARY MATERIALS WHICH ARE PRODUCT OF ONEMANUFACTURER. PROVIDE SECONDARY OR ACCESSORYMATERIALS WHICH ARE ACCEPTABLE TO MANUFACTURERS OFPRIMARY MATERIALS.A. SOLID WOOD5/4 POPLAR (PAINTED)5/4 RIBBON STRIPE AFRICAN MAHOGANY (STAINED)B. PLYWOOD3/4 UV MAPLE3/4 MDF1 1/2 RIBBON STRIPE AFRICAN MAHOGANY (STAINED)C. PRE-LAM / LOOSE LAMPREFINISHED MAPLE EDGE BAND7. DOOR CONSTRUCTION: COPE & STICK WITH PROFILE.8. DRAWER BOX CONSTRUCTION: SOLID MAPLE DOVETAIL.9. CASEWORK JOINERY: FABRICATE CASEWORK TO HAVE FEWESTPOSSIBLE SEAMS. LOCATE SEAMS ON SHOP DRAWINGS ASAPPROVED BY ARCHITECT. DO NOT USE ANY EXPOSED FASTENERSOR CONNECTORS. USE CONCEALED BOLTS TO HOLD SEAMS ANDJOINTS HAIRLINE AND LIGHTPROOF TIGHT.10. PREPARATION FOR RELATED WORK: PREPARE WORK FOR ALLRELATED APPLIANCES AND PLUMBING WORK. CUT HOLES TO FITTEMPLATES OF APPLIANCES AND FIXTURES. TRIM OPENINGS SOTHAT ALL CORE MATERIALS ARE COVERED WITH EDGEBANDING.11. COMPLETE FABRICATION, INCLUDING ASSEMBLY, FINISHING ANDOTHER CONSTRUCTION, BEFORE SHIPMENT TO PROJECT SITE TOMAXIMUM EXTENT POSSIBLE. DISASSEMBLE COMPONENTS ONLY ASNECESSARY FOR SHIPMENT AND INSTALLATION. WHERENECESSARY FOR FITTING AT SITE PROVIDE AMPLE ALLOWANCE FORSCRIBING, TRIMING AND FITTING.12. INSTALL CABINET PANELS AND HARDWARE ONTO PANEL READYAPPLIANCES AS APPLICABLE.13. CABINET HARDWARE: SHOP PREP FOR HARDWARE, SEE SCHEDULE.A. DRAWER BOXES -BLUM WITH BLUMOTION OR EQUAL.B. HINGES- BLUM CONCEALED SOFT CLOSE OR EQUAL.C. SHELVING- ADJUSTABLE UNLESS NOTED OTHERWISED. SHELVING PINS-HAFELE METAL PINS.14. PAINTED FINISH: SHOP SPRAY SHERWIN WILLIAMS SHER-WOODDEMVAR PLUS SURFACER BASE COAT AND THREE FINISH COATSSHER-WOOD CONVERSION VARNISH, FINAL COAT HAND APPLIED TOMEET KCMA STANDARDS. ALL EXTERIOR AND INTERIOR PANELS,FRONTS, CABINETS UNDERSIDES AND CARCASE INTERIOR.15. STAINED FINISH: CUSTOM TINT WITH THREE FINISH COATS CLEARVARNISH, FINAL COAT HAND APPLIED TO MEET KCMA STANDARDS.ALL EXTERIOR AND INTERIOR PANELS, FRONTS, CABINETSUNDERSIDES AND CARCASE INTERIOR.16. REPAIR MINOR DAMAGE TO ELIMINATE ALL EVIDENCE OF REPAIR,REMOVE AND REPLACE WORK WHICH CANNOT BE SATISFACTORILYREPAIRED.17. PROVIDE TEMPORARY PROTECTION TO ENSURE WORK BEINGWITHOUT DAMAGE OR DETERIORATION AT TIME OF FINALACCEPTANCE. REMOVE PROTECTIONS AND RECLEAN ASNECESSARY IMMEDIATELY BEFORE FINAL ACCEPTANCE.DAMPPROOFING1. FOUNDATION WALL DAMPPROOFING SHALL BE TUFF-N-DRY, ORAPPROVED EQUAL.2. APPLY IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS, BUT IN NO CASE AT TEMPERATURESBELOW 40 DEGREES F DURING OR WITHIN 24 HOURS OFAPPLICATION.AIR BARRIER, INSULATION & VAPOR BARRIER1. AIR BARRIER: SEE "BUILDING ENVELOPE" REQUIREMENTS.INSTALL IN COMPLIANCE WITH MANUFACTURER'SRECOMMENDATIONS.3. R VALUES: SEE "BUILDING ENVELOPE" DETAILS/SPECS.4. BATT INSULATION: FIBERGLASS BATTS BY OWENS CORNINGORAPPROVED EQUAL.5. LOOSE FILL INSULATION: PINK BY OWENS CORNING ORAPPROVED EQUAL.6. BELOW SLAB RIGID INSULATION TO BE 2" THICK 60PSFDECKMATE BY STYROFOAM OR EQUAL, WITH 6 MIL POLYVAPOR BARRIER, LAP JOINTS 8".7. PROVIDE CERTAINTEED "MEMBRAIN" POLYETHYLENE VAPORBARRIER IN WALLS AND CEILINGS, ON WARM SIDE. LAP ALLJOINTS 8".8. PROVIDE BATT INSULATION AT ALL BATHROOMS AND LAUNDRYROOM.9. FOAM PLASTIC INSULATION MAY NOT BE EXPOSED IN ANATTIC SPACE AND SHALL COMPLY WITH IRC. THE INTERIOR OFA BUILDING SHALL BE SEPARATED FROM FOAM PLASTICINSULATION BY AN APPROVED THERMAL BARRIER.ROOFING & FLASHING1. ROOFING: ASPHALT SHINGLES 50 YEAR WARRANTY"CERTAINTEED" OR APPROVED EQUAL. STORM NAILING AT FOURCOURSES CLOSET TO RIDGE. DOUBLE LAYER STARTERCOURSE.2. FLASHING SHALL BE .014 MIL. ALUMINUM. 8" PREFORMED DRIPEDGES AT ROOFS. PREFORMED DRIP EDGES AT WINDOW ANDDOOR CASING HEADS, SIZED TO FIT.3. SUBMIT RIDGE & SHED VENTS FOR APPROVAL.4. ROOFING FELT: 15# ASPHALT IMPREGNATED.5. ICE & WATER SHIELD: 72" WIDE CONTINUOUS AT ROOF EDGES &36" VALLEYS & WALLS. PROVIDE FULL ICE & WATER SHIELDLAYER AT ROOFS WITH 4:12 SLOPE OR LESS, WHERE ASPHALTROOFING IS SPECIFIED.6. GUTTERS: HALF ROUND ALUMINUM WITH ALL ACCESSORIES ANDINSTALLED IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS. SUBMIT STANDARD COLOR CHART TOARCHITECT FOR APPROVAL.7. DOWNSPOUTS: ROUND ALUMINUM WITH ALL ACCESSORIES ANDINSTALLED IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS. SUBMIT STANDARD COLOR CHART TOARCHITECT FOR APPROVAL. VERIFY LOCATIONS & CONNECT TOUNDERGROUND DRAIN SYSTEM.8. MEMBRANE "RUBBER" ROOFING SHALL BE 60 MIL EPDM FULLYADHERED, LAP JOINTS 4".DOORS & HARDWARE1. SEE DOOR SCHEDULE.WINDOWS1. SEE WINDOW SCHEDULE.2. EVERY SLEEPING ROOM SHALL HAVE AT LEAST 1 OPERABLEEGRESS WINDOW OF NOT LESS THAN 5. 7' SQ.FT. AND SHALL BELOCATED WITH THE SILL NOT MORE THAN 44" ABOVE THE FLOOR.GLASS1. LOW E ARGON FILLED (0.30 U-FACTOR) FOR EXTERIOR WINDOWS.2. ALL GLASS WITHIN 18" OF FLOOR, IN BATHTUB/SHOWER AREAS,ADJACENT TO DOORS, IN DOORS SHALL BE TEMPERED GLASS ASREQUIRED BY MA BUILDING CODE.3. 3/8" TEMPERED GLASS SHOWER ENCLOSURE WITH CR LAWRENCEFITTINGS.4. 3/16" MIRROR GLASS AS SHOWN ON PLANS.GLAZING NOTES:ALL WINDOWS TO BE DUAL PANE, VINYL FRAME, INSULATED GLASS.LI-VALUES SHALL BE EQUAL OR GREATER THAN:"FIXED GLASS = . 72*SLIDING = .87*CASEMENT = .87"GLASS BLOCK = . 77"GLAZED DOOR = .55SAFETY GLAZING SHALL BE PROVIDED AT THE FOLLOWING AREAS:A. SLIDING OR SWINGING DOORSB. TUB AND/OR SHOWER ENCLOSURES AND GLAZING IN WALLSLESS THAN 60" ABOVE THE STANDING SURFACE OF TUBS ORSHOWERS.C. GLAZING WITHIN 24" OF THE SWING ARC OF A DOOR.D. GLAZING IN WALLS ENCLOSING STAIRWAY LANDINGS OR WITHIN5' OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOMEDGE OF GLASS IS LESS THAN 60" ABOVE THE WALKINGSURFACE.E. GLAZING WITHIN 18" OF THE FLOOR.F. ANY INDIVIDUAL PANE GREATER THAN 9 SQ. FT.THE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com1PERMIT SET04/10/17 1/4" = 1'-0"4/10/2017 11:08:34 AMA 0.1PROJECT NOTES03-17JJ & LEE DEARBORN32 BUFFUM STREET04/10/2017LHDLHDDIVISION 6 - WOOD, PLASTICS & COMPOSITESDIVISION 7 - THERMAL & MOISTURE PROTECTIONDIVISION 8 - OPENINGSNo. Description Date
SSSSSUNIT 1 BASEMENT1 - 001COMMON UTILITYC - 001UNIT 2 BASEMENT2 - 001KITCHEN/LIVING1 - 101MUDROOM1 - 104HALF BATH1 - 102REAR ENTRY1 - 103KITCHEN/LIVING2 - 101ENTRY2 - 103HALF BATH2 - 102MUDROOM2 -104UNIT 1MEANS OFEGRESS #1UNIT 2MEANS OFEGRESS #1UNIT 1MEANS OFEGRESS #2UNIT 2MEANS OFEGRESS #2THE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com1PERMIT SET04/10/17 1/4" = 1'-0"4/10/2017 11:08:35 AMA 0.2FIRE SAFETY & EGRESSPLANS03-17JJ & LEE DEARBORN32 BUFFUM STREET04/10/2017LHDLHD 1/4" = 1'-0"1Basement Level 1/4" = 1'-0"2First LevelNo. Description DateSFIRE SAFETY & EGRESS LEGENDNEW HARDWIRED SMOKE/CO DETECTOR
SSSSSSMASTER BED2 - 201MASTER BATH2 - 203HALL2 - 205LAUNDRY2 - 204MASTER BEDROOM1 - 201MASTER BATH1 - 203HALL1 - 204MASTER CLOSET2 - 202MASTER CLOSET1 - 202EGRESSWINDOWEGRESSWINDOWLOFT/BEDROOM SUITE1 - 3013/4 BATH1 - 3023/4 BATH2 - 302LOFT/BEDROOM SUITE2 - 301EGRESSWINDOWEGRESSDOORTHE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com1PERMIT SET04/10/17 1/4" = 1'-0"4/10/2017 11:08:36 AMA 0.3FIRE SAFETY & EGRESSPLANS03-17JJ & LEE DEARBORN32 BUFFUM STREET04/10/2017LHDLHD 1/4" = 1'-0"1Second Level 1/4" = 1'-0"2Third LevelNo. Description DateSFIRE SAFETY & EGRESS LEGENDNEW HARDWIRED SMOKE/CO DETECTOR
WWDDUPUPHWHWBBGGEPEPWMALL EXISTING WASHERS & DRYERSTO BE REMOVEDEXISTING BOILERSTO BE REMOVEDEXISTING WASTELINE STACKTO BE REMOVED DOWN TOBASEMENT LEVELBASEMENT DEMO NOTES:1.CUT AND CAP ALL GAS LINES TOEXISTING GAS FIRED DRYERS.2.CUT AND CAP ALL GAS LINES TOEXISTING GAS FIRED BOILERS.3.EXISTING HOT WATER TANKS TO BERELOCATED (SEE PROPOSED PLANS).4.ALL EXISTING PLUMBING WASTELINESTO BE REMOVED.5.EXISTING (2) BASEMENT HOPPERWINDOWS TO BE REMOVED ANDREPLACEDWASTE LINEOUTHOSE BIBHOSE BIBEXISTING BRICK CHIMNEY/CHASETO BE REMOVED FROM TOP DOWNTO FIRST LEVEL ONLY. FIRST LEVELTO BASEMENT FLOOR PORTION TOREMAIN FOR STRUCTURALSUPPORT.8x8 (FLUSH)8x8 (FLUSH)8x8 (FLUSH)6X6 (FLUSH)6X6 (LO)6X6 (LO)8x8 (FLUSH)7X7 BRICKPIER7X7 BRICKPIEREXISTING STAIRS TO BE REMOVEDEXISTING FOUNDATION WALLSTO BE REMOVEDEXISTING AREA TO BE EXCAVATEDEXISTING HOSE BIBTO BE RELOCATED,SEE PROPOSED PLANSEXISTING WATER METERTO BE RELOCATED, SEEPROPOSED PLANSBASEMENT(UNFINISHED)EXISTING CORNER POST TO REMAINUNTIL NEW BEAM IS FRAMEDEXISTING STAIRS, 1st TO 2nd FLOOR,TO BE REMOVEDEXISTING LOAD BEARING WALL TO BESTRIPPED DOWN TO STUDS,STUDS TO BE REMOVED ONCE NEWBEAM IS FRAMEDEXISTING LOAD BEARING WALLTO REMAINEXISTING (2) TREADS, LOWER RALING AND ALLSTAIR TRIM TO BE REMOVED AND RE-USED.EXISTING WALL BELOW STAIRS TOBE REMOVED FOR NEW STAIRS TOBASEMENTEXISTING LOAD BEARING WALL TO BESTRIPPED DOWN TO STUDS,STUDS TO BE REMOVED ONCE NEWBEAM IS FRAMED2' - 8"EXISTING WALL TO BE REMOVEDFOR NEW OPENING TO STAIRCASEEXISTING BRICK CHIMNEY TOBE REMOVED FROM TOP DOWNTO FIRST LEVELEXISTING PORTION OFWALL TO REMAINEXISTING KITCHEN CABINETS ANDAPPLIANCES TO BE REMOVEDR5' - 2 1/4"EXISTING EXTERIOR END WALL TO BE REMOVEDEXISTING WINDOW TOBE REMOVED2' - 8"EXISTING WOOD BULKHEADTO BE REMOVED & REPLACEDEXISTING BATH FIXTURESTO BE REMOVED1st LEVEL DEMO NOTES:1.ALL EXISTING BASEBOARD HEATTO BE REMOVED.2.ALL EXISTING EXTERIOR WALLS TOBE STRIPPED DOWN TO STUDS.3.ALL EXISTING CEILINGS TO BESTRIPPED DOWN TO JOISTS.4.ALL EXISTING OAK FLOORING TOBE REMOVED, EXISTING WIDE PINEBELOW TO REMAIN, V.I.F.EXISTING LOWER FLAT ROOFTO BE REMOVEDEXISTING WALLS /REAR ADDITION TO BE REMOVEDEXISTING CONC. SLAB TO BE REMOVED,AND AREA BELOW TO BE EXCAVATEDAD 2.24AD 2.25AD 2.22AD 2.23EXISTING BRICK CHIMNEY/CHASETO BE REMOVED FROM TOP DOWNTO FIRST LEVEL ONLY. FIRST LEVELTO BASEMENT FLOOR PORTION TOREMAIN FOR STRUCTURALSUPPORT.UNIT #1 LIVINGUNIT #1 OFFICEENTRYUNIT #1 KITCHENBATHUNIT #1 BEDROOMSTAIRWELLCLSTCLSTTHE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com1PERMIT SET04/10/17 1/4" = 1'-0"4/10/2017 11:08:37 AMAD 2.0DEMO PLANS - BASEMENT &1ST LEVEL03-17JJ & LEE DEARBORN32 BUFFUM STREET04/10/2017LHDLHD 1/4" = 1'-0"1Basement Level - Existing 1/4" = 1'-0"2First Level - ExistingNo. Description Date
DNUPDNDNREXISTING CORNER POST TO REMAINUNTIL NEW BEAM IS FRAMEDEXISTING WINDOW TOBE REMOVEDEXISTING STAIRS, 1st TO 2nd FLOOR,TO BE REMOVEDEXISTING LOAD BEARING WALL TO BESTRIPPED DOWN TO STUDS,STUDS TO BE REMOVED ONCE NEWBEAM IS FRAMEDEXISTING LOAD BEARING WALLTO REMAINEXISTING BRICK CHIMNEY TOBE REMOVED FROM TOP DOWNTO FIRST LEVELEXISTING KITCHEN CABINETS ANDAPPLIANCES TO BE REMOVEDREXISTING EXTERIOR END WALL TO BE REMOVEDEXISTING BATH FIXTURESTO BE REMOVED2nd LEVEL DEMO NOTES:1.ALL EXISTING BASEBOARD HEATTO BE REMOVED.2.ALL EXISTING EXTERIOR WALLS TOBE STRIPPED DOWN TO STUDS.3.ALL EXISTING CEILINGS TO BESTRIPPED DOWN TO JOISTS.AD 2.24AD 2.25AD 2.22AD 2.23EXISTING BRICK CHIMNEY/CHASETO BE REMOVED FROM TOP DOWNTO FIRST LEVEL ONLY. FIRST LEVELTO BASEMENT FLOOR PORTION TOREMAIN FOR STRUCTURALSUPPORT.UNIT #2 LIVINGUNIT #2 OFFICEHALLUNIT #2 KITCHENUNIT #2 BATHUNIT #2 BEDROOMSTAIRWELLCLSTCLSTEXISTING WINDOWTO BE REMOVEDEXISTING WASTELINE STACKTO BE REMOVED DOWN TOBASEMENT LEVELEXISTING WALL & DOOR TO BEREMOVEDEXISTING BRICK CHIMNEY TOBE REMOVED FROM TOP DOWNTO FIRST LEVELAD 2.24AD 2.25AD 2.22AD 2.23EXISTING BRICK CHIMNEY/CHASETO BE REMOVED FROM TOP DOWNTO FIRST LEVEL ONLY. FIRST LEVELTO BASEMENT FLOOR PORTION TOREMAIN FOR STRUCTURALSUPPORT.ATTIC(UNFINISHED)THE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com1PERMIT SET04/10/17 1/4" = 1'-0"4/10/2017 11:08:38 AMAD 2.1DEMO PLANS - 2ND & 3RDLEVEL03-17JJ & LEE DEARBORN32 BUFFUM STREET04/10/2017LHDLHD 1/4" = 1'-0"1Second Level - Existing 1/4" = 1'-0"2Third Level - ExistingNo. Description Date
EXISTING WOOD GUTTERTO BE REMOVEDEXISTING RUBBER FLATROOF & FRAMING TO BE REMOVEDEXISTING RUBBER FLAT ROOF & FRAMING TOBE REMOVEDEXISTING EXT. WALLBELOW, TYP.EXISTING PORTION OF GABLE ROOF TO BE REMOVED, THIS SIDE ONLYEXISTING BRICK CHIMNEY/CHASETO BE REMOVED FROM TOP DOWNTO FIRST LEVELEXISTING BRICK CHIMNEY TOBE REMOVED FROM TOP DOWNTO FIRST LEVELSLOPE +/- 9:12SLOPE +/- 9:12RIDGEROOF DEMO NOTES:1.EXISTING ROOF EAVES AT MAIN GABLEROOF TO BE PRESERVED, PROVIDEBRACING BEFORE DEMO TO MAINTAINLOWER PORTION OF ROOF ABOVE EAVEBY USING STUDS ON 7x7 BEAM (SEEDETAILS)2.ALL EXISTING ASPHALT SHINGLES TOBE REMOVED, AND EXISTING ROOFSHEATHING TO REMAIN WHEREPOSSIBLE.EXISTING EXT. WALLBELOW, TYP.EXISTING RAFTERS, TYP.GABLE ROOF, THIS SIDE, TO REMAINFirst Level7' - 5"Second Level15' - 11"Third Level24' - 1"EXISTING BRICK CHIMNEY/CHASETO BE REMOVED FROM TOP DOWNTO FIRST LEVELEXISTING BRICK FLAT ROOFTO BE REMOVEDEXISTING WINDOWSTO BE REMOVEDFirst Level7' - 5"Second Level15' - 11"Third Level24' - 1"EXISTING ADDITIONSTRUCTURE TO BEREMOVEDUNIT #1UNIT #2First Level7' - 5"Second Level15' - 11"Third Level24' - 1"EXISTING ADDITIONSTRUCTURE TO BEREMOVEDEXISTING REAR WALLTO BE REMOVEDFirst Level7' - 5"Second Level15' - 11"Third Level24' - 1"EXISTING PORTION OF GABLEROOF TO BE REMOVEDEXISTING PORTIONS OF ROOFTO BE REMOVED FOR NEWDORMER(S), TYP. OF (3).NEW OPENING TO BE CENTEREDOVER EXISTING WINDOW BELOW ATTHIS DORMER LOCATION.EXISTING WINDOWS TOBE REMOVED, TYP. OF (2)EXISTING WALL TO BECUT-OUT FOR NEW WINDOWEXISTING EAVE TO BEPRESERVEDTHE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com1PERMIT SET04/10/17As indicated4/10/2017 11:08:40 AMAD 2.2DEMO PLANS - ROOF &ELEVATIONS03-17JJ & LEE DEARBORN32 BUFFUM STREET04/10/2017LHDLHD 1/4" = 1'-0"1Roof Plan - Existing 3/16" = 1'-0"2Elevation - Existing Front (West) 3/16" = 1'-0"3Elevation - Existing Right Side (South) 3/16" = 1'-0"4Elevation - Rear (East) 3/16" = 1'-0"5Elevation - Left Side (North)No. Description Date
BUFFUM(PUBLIC)STREETRANDALL STREETN90°00'00"E66.00'N00°11'06"W
N88°47'16"EN00°32'23"W NO. 322.5 STORYSTONEPOST28-28A BUFFUMST.N/FCERVONI9,702+/-SFMEAD CT.8 RANDALLST.N/FBLASS9 MEAD CT.N/FBEAUDET34 BUFFUM ST.N/FMANCIA89.47'146.71'66.91'145.30'90°11'6"R=2.804.57'6.735.4EXISTINGDRIVEWAY/PARKINGEXISTING BRICK WALKTO REMAINEXISTING TREE/SHRUBTO BE REMOVEDEXISTING AREA TO BEEXCAVATED FOR NEW ADDITIONFOUNDATION, FILL TO BESTOCKPILED AND RE-USED(V.I.F.)+/- 11' - 0"(V.I.F.)+/- 20'-0"EXISTING DIRT DRIVEWAY TO BE EXCAVATED DOWN+/- 6", FILL TO BE STOCKPILED AND RE-USEDADD FILL /GRADE TO LEVELOFF EXISTING YARDENTRYENTRYTHE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com1PERMIT SET04/10/17 1" = 10'-0"4/10/2017 11:06:16 AMA 1.0ARCHITECTURAL SITE PLAN- EXISTING03-17JJ & LEE DEARBORN32 BUFFUM STREET04/10/2017LHDLHDNo. Description Date
SSSSSSSSSSSBUFFUM(PUBLIC)STREETRANDALL STREETN90°00'00"E66.00'N00°11'06"W
N88°47'16"EN00°32'23"W NO. 322.5 STORYSTONEPOST28-28A BUFFUMST.N/FCERVONI9,702+/-SFMEAD CT.8 RANDALLST.N/FBLASS9 MEAD CT.N/FBEAUDET34 BUFFUM ST.N/FMANCIA89.47'146.71'66.91'145.30'90°11'6"R=2.804.57'6.735.4EXISTINGDRIVEWAY/PARKINGNEW SHRUBS/PLANTINGSEXISTING9'x18'PARKINGSPACEPROPOSED9'x18'PARKINGSPACEUNIT 1, ENTRY 1UNIT 2, ENTRY 1UNIT 1, ENTRY 2UNIT 2, ENTRY 2NEW CEDAR FENCETO DIVIDE UNIT 1 & UNIT 2YARDSUNIT 2UNIT 1NEW 2.5 STORY ADDITIONTHE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com1PERMIT SET04/10/17 1" = 10'-0"4/10/2017 11:06:19 AMA 1.1ARCHITECTURAL SITE PLAN- PROPOSED03-17JJ & LEE DEARBORN32 BUFFUM STREET04/10/2017LHDLHDNo. Description Date
UPDNUPHWGGEPEPWMHW1A 4.02A 4.03A 4.0UNIT 1 BASEMENT1 - 001COMMON UTILITYC - 001UNIT 2 BASEMENT2 - 001UNIT 2 CRAWL SPACE2 - 002CRAWL SPACEACCESS10' - 1 3/8"8' - 0"11' - 2"10' - 6 1/16"18' - 1 3/8"A 3.02A 3.0A 3.1A 3.11211A 4.02A 4.03A 4.0A 4.11NEW FUTURE BLUESTONE PATIOKITCHEN/LIVING2 - 101HALF BATH2 - 102ENTRY2 - 103MUDROOM2 -104KITCHEN/LIVING1 - 101HALF BATH1 - 102MUDROOM1 - 104REAR ENTRY1 - 1037' - 8 1/2"2' - 11"0' - 3 1/2"3' - 10"0' - 3 1/2"2' - 11"4' - 0"3' - 1 1/2"0' - 3 1/2"4' - 8 13/16"0' - 5 1/2"0' - 5 1/2"NEW 1 HR. F.R.RSEPERATION WALLBETWEEN UNITSUNIT #1 EGRESSDOOR 1UNIT #1 EGRESSDOOR 2UNIT #2 EGRESSDOOR 1UNIT #2 EGRESSDOOR 2THE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com1PERMIT SET04/10/17 1/4" = 1'-0"4/10/2017 11:06:20 AMA 2.0FLOOR PLANS - BASEMENT& 1ST LEVEL03-17JJ & LEE DEARBORN32 BUFFUM STREET04/10/2017LHDLHD 1/4" = 1'-0"1Basement Level 1/4" = 1'-0"2First LevelNo. Description Date
DNUPUPDNDNDNA 3.02A 3.0A 3.1A 3.11211A 4.02A 4.03A 4.0MASTER BED2 - 201MASTER CLOSET2 - 202MASTER BATH2 - 203LAUNDRY2 - 204HALL2 - 205MASTER BEDROOM1 - 201MASTER CLOSET1 - 202MASTER BATH1 - 203HALL1 - 204COVERED ENTRYFLAT ROOF BELOW5' - 7 1/2"5' - 8"2' - 7"0' - 2 1/2"9' - 2"0' - 2 1/2"2' - 7 1/2"NEW 1 HR. F.R.RSEPERATION WALLBETWEEN UNITSLINEN2 - 205A 3.02A 3.0A 3.1A 3.11211A 4.02A 4.03A 4.0LOFT/BEDROOM SUITE2 - 3013/4 BATH2 - 302LOFT/BEDROOM SUITE1 - 3013/4 BATH1 - 302ROOF DECK8' - 9 15/32"3' - 10 1/4"3' - 10 1/4"8' - 9 15/32"NEW 1 HR. F.R.RSEPERATION WALLBETWEEN UNITSMODIFY TOP TREADTO CREATE NEW LANDINGAT TOP OF STAIRCASETHE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com1PERMIT SET04/10/17 1/4" = 1'-0"4/10/2017 11:06:21 AMA 2.1FLOOR PLANS - 2ND & 3RDLEVEL03-17JJ & LEE DEARBORN32 BUFFUM STREET04/10/2017LHDLHD 1/4" = 1'-0"1Second Level 1/4" = 1'-0"2Third LevelNo. Description Date
SSA 3.02A 3.0A 3.1A 3.11211A 4.02A 4.03A 4.0SLOPESLOPESLOPESLOPE(MATCH EXIST)(MATCH EXIST)(EXIST)(EXIST)SLOPE(1/4:12)SLOPE(1/4:12)CRICKET @FLAT ROOFFUTURE PROPOSED SHED DORMERROOF TO EXISTING STRUCTURE(PENDING ZBA SPECIAL PERMIT APPROVAL)THE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com1PERMIT SET04/10/17 1/4" = 1'-0"4/10/2017 11:06:21 AMA 2.2ROOF PLAN - PLAN & ROOFDETAILS03-17JJ & LEE DEARBORN32 BUFFUM STREET04/10/2017LHDLHD 1/4" = 1'-0"1Roof PlanNo. Description Date
Basement Level0' - 0"First Level7' - 5"Second Level15' - 11"Third Level24' - 1"8' - 2"8' - 6"7' - 5"PROPOSED 1/2-STORY ADDITION ON TOPOF EXISTING NON-CONFORMINGSTRUCTURE BEYONDFUTURE PROPOSED SHED DORMER TOEXISTING STRUCTURE(PENDING ZBA SPECIAL PERMIT APPROVAL)PROPERTY LINE6' - 10 3/4"PROPOSED PARKING AT FRONT SETBACK+/- 18' - 0"Basement Level0' - 0"First Level7' - 5"Second Level15' - 11"Third Level24' - 1"8' - 6"8' - 2"7' - 5"EXISTING LATTICE PRIVACY FENCE TOBLOCK PARKED CAR FOR PROPOSEDPARKING AT FRONT SETBACK4' - 11 3/16"PROPOSED 2-STORY ADDITIONTO EXISTING STRUCTURENON-CONFORMING STRUCTURE BEYONDPROPOSED 2.5-STORY ADDITION TO EXISTINGUNIT #1UNIT #2THE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com1PERMIT SET04/10/17 1/4" = 1'-0"4/10/2017 11:06:30 AMA 3.0ELEVATIONS - WEST(FRONT) & SOUTH (RIGHTSIDE)03-17JJ & LEE DEARBORN32 BUFFUM STREET04/10/2017LHDLHD 1/4" = 1'-0"1West Elevation 1/4" = 1'-0"2South ElevationNo. Description Date
Basement Level0' - 0"First Level7' - 5"Second Level15' - 11"Third Level24' - 1"7' - 5"8' - 6"8' - 2"8' - 0 1/2"6' - 10 3/4"PROPOSED 2.5 STORYADDITION TO EXISTINGNON-CONFORMING STRUCTUREPROPERTY LINEBasement Level0' - 0"First Level7' - 5"Second Level15' - 11"Third Level24' - 1"EXISTING NON-CONFORMING STRUCTUREPROPOSED 2.5-STORY ADDITION TOPROPOSED 1/2-STORY ADDITION ON TOPOF EXISTING NON-CONFORMINGSTRUCTURE BEYONDFUTURE PROPOSED SHED DORMER TOEXISTING STRUCTURE(PENDING ZBA SPECIAL PERMIT APPROVAL)NON-CONFORMING STRUCTUREEXISTING 2-STORYPROPOSED SHRUBS ATFRONT TO BLOCK PARKINGAREA AT FRONT SETBACK8' - 2"8' - 6"7' - 5"UNIT #1UNIT #2THE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com1PERMIT SET04/10/17 1/4" = 1'-0"4/10/2017 11:06:39 AMA 3.1ELEVATIONS - EAST (REAR)& NORTH (LEFT SIDE)03-17JJ & LEE DEARBORN32 BUFFUM STREET04/10/2017LHDLHD 1/4" = 1'-0"1East Elevation 1/4" = 1'-0"2North ElevationNo. Description Date
THE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com1PERMIT SET04/10/174/10/2017 11:06:54 AMA 3.2PERSPECTIVES - 3D VIEWS03-17JJ & LEE DEARBORN32 BUFFUM STREET04/10/2017LHDLHD1Perspective 1 - Southwest (Front)2Perspective 2 - Northwest (Front)3Perspective 3 - Northeast (Rear)4Perspective 4 - Southeast (Rear)No. Description Date
Basement Level0' - 0"First Level7' - 5"Second Level15' - 11"Third Level24' - 1"2A 4.03A 4.0A 5.043/4 BATH2 - 3023/4 BATH1 - 302LOFT/BEDROOM SUITE1 - 301MASTER BEDROOM1 - 201MASTER CLOSET1 - 202KITCHEN/LIVING1 - 101UNIT 2 BASEMENT2 - 001KITCHEN/LIVING2 - 101MASTER BED2 - 201COMMON UTILITYC - 001NEW 1 HR. F.R.RSEPERATION WALLBETWEEN UNITSBasement Level0' - 0"First Level7' - 5"Second Level15' - 11"Third Level24' - 1"1A 4.0A 5.02A 5.01UNIT 1 BASEMENT1 - 001KITCHEN/LIVING1 - 101MASTER CLOSET1 - 202HALL1 - 204LOFT/BEDROOM SUITE1 - 301Basement Level0' - 0"First Level7' - 5"Second Level15' - 11"Third Level24' - 1"1A 4.0A 5.03----LOFT/BEDROOM SUITE2 - 301LAUNDRY2 - 204MASTER BED2 - 201KITCHEN/LIVING2 - 101THE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com1PERMIT SET04/10/17 1/4" = 1'-0"4/10/2017 11:06:57 AMA 4.0BUILDING SECTIONS(DIAGRAMATIC)03-17JJ & LEE DEARBORN32 BUFFUM STREET04/10/2017LHDLHD 1/4" = 1'-0"1Building Section 1 1/4" = 1'-0"2Building Section 2 1/4" = 1'-0"3Building Section 3No. Description Date
2A 4.13A 4.1First Level7' - 5"Second Level15' - 11"Third Level24' - 1"3A 4.1CLEARANCE REQ'D BY CODE6' - 8"0' - 7 27/32"0' - 11"First Level7' - 5"Second Level15' - 11"Third Level24' - 1"2A 4.1CLEARANCE REQ'D BY CODE6' - 8"CLEARANCE REQ'D BY CODE6' - 8"THE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com1PERMIT SET04/10/17 1/2" = 1'-0"4/10/2017 11:06:58 AMA 4.1STAIR SECTIONS, PLANS &DETAILS03-17JJ & LEE DEARBORN32 BUFFUM STREET04/10/2017LHDLHD 1/2" = 1'-0"1Enlarged Stair Plan - Unit 2 1/2" = 1'-0"2Stair Section 1 - Unit 2 1/2" = 1'-0"3Stair Section 2 - Unit 2No. Description Date
Basement Level0' - 0"First Level7' - 5"Second Level15' - 11"Third Level24' - 1"------------NEW 2x10 FLOOR FRAMING @ CRAWLSPACE TO BE INSULATED w/ MIN. R-30INSULATIONNEW 2x6 WALL TO BE FILLEDw/ MIN. R-21 INSULATION, TYP.NEW 2x10 ROOFTO BE FILLED w/ MIN.R-38 INSULATION, TYP.Basement Level0' - 0"First Level7' - 5"Second Level15' - 11"Third Level24' - 1"--------NEW 2x10 ROOFTO BE FILLED w/ MIN.R-30 INSULATION, TYP.NEW 2x6 WALL TO BE FILLEDw/ MIN. R-21 INSULATION, TYP.NEW 2x10 FLOOR FRAMING@ CRAWL SPACE TO BE INSULATEDw/ MIN. R-30 INSULATIONBasement Level0' - 0"First Level7' - 5"Second Level15' - 11"Third Level24' - 1"A 6.01EXISTING WALL FRAMINGCAVITIES TO BE FILLED w/SPRAY FOAM INSULATION, TYP.EXISTING FLOOR FRAMINGCAVITIES TO BE FILLED w/SPRAY FOAM INSULATION, TYP.Basement Level0' - 0"First Level7' - 5"Second Level15' - 11"Third Level24' - 1"A 6.02EXISTING WALL FRAMING CAVITIESTO BE FILLED w/ SPRAY FOAMINSULATION, TYP.NEW 2x6 WALL TO BE FILLEDw/ MIN. R-21 INSULATION, TYP.NEW 2x10 ROOFTO BE FILLED w/ MIN.R-38 INSULATION, TYP.EXISTING FLOOR FRAMING CAVITIESTO BE FILLED w/ SPRAY FOAMINSULATION, TYP.THE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com1PERMIT SET04/10/17 1/2" = 1'-0"4/10/2017 11:06:59 AMA 5.0WALL SECTIONS03-17JJ & LEE DEARBORN32 BUFFUM STREET04/10/2017LHDLHD 1/2" = 1'-0"3Wall Section @ New Addition 1/2" = 1'-0"4Wall Section @ New Wall & Roof Deck 1/2" = 1'-0"1Wall Section @ Existing Wall & New GableDormer 1/2" = 1'-0"2Wall Section @ Existing Wall & Shed DormerNo. Description Date
1A 4.02A 4.03A 4.0WALL0' - 10"FOOTING2' - 0"18' - 1 3/8"11' - 2"10' - 6 1/16"10' - 1 3/8"8' - 0"2" CONC. RAT SLAB(CRAWL SPACE)NEW #4 RE-BAR DOWEL & EPOXY @ 12" O.C.VERTICALLY FOR CONNECTION @ NEW FOUNDATION TO EXIST FOUNDATION, TYP.NEW 10" REINFORCEDCONC. WALL W/ 24"x12"REINFORCED CONC.FOOTING BELOWNEW BEAMPOCKET(S)CRAWL SPACE ACCESSIN EXIST OPENING4S 2.0EXIST BRICK PIER/CHIMNEY TO REMAINTO SUPPORT EXIST BEAM ABOVE @ 1ST LEVEL FLOOR FRAMING3S 2.0NEW 24"X12" ENGAGED CONCRETE PILASTERS WITH TYP DOWELSNEW 12"X12" ENGAGED CONCRETE PILASTERS WITH TYP DOWELSCONFIRM INTEGRITY OF COLUMN; LOAD TO INCREASE1A 4.02A 4.03A 4.0NEW 2x10 @ 16" O.C.NEW (2) 10" LVL BEAM (LO)NEW 2x10 @ 16" O.C.NEW 2x10RIM BOARD,TYP.NEW P.T. 2x10LEDGER BOARDFASTENED TO EXIST8x8 BEAM w/ SDS STRUCTURAL SCREWS@ EXIST CHIMNEYNEW 2x4 @ 12" O.C. INFILLNEW 2x4 WALL BELOW TO PROVIDE MID-SPAN SUPPORT TO EXIST 3x4 JOISTS NEW 2x4 WALL BELOW TO PROVIDE SUPPORT TO EXIST 8x8 BEAMNEW (2) 3x4 JOIST @ NEW STAIROPENING9' -7" SPAN7' - 4" SPANEXIST 8x8 BEAM (FLUSH)EXIST 3x4 FLOOR JOISTS@ +/- 21" O.C., TYP.EXIST 8x8 BEAM (FLUSH)EXIST 8x8 BEAM (FLUSH)EXIST 6x6 BEAM (FLUSH)EXIST 8x8 BEAM (FLUSH)EXIST 7x7 BRICK PIER,TYP. OF (2)NEW 2x4 JOISTS TO BE SISTEREDTO EXIST 3x4 JOIST, TYP. OF (6)4' -8" SPAN10" FOUNDATIONWALL BELOW, TYP.NEW POST UPEXISTING POST UPNEW POST UPCONFIRM INTEGRITY OF COLUMN; LOAD TO INCREASE0' - 4"0' - 4 1/2"0' - 3"PLANSECTION1' - 0"0' - 3"Basement Level0' - 0"3' - 0"NEW 2" CONC. RAT SLABNEW 8" CONC.WALL @ EXIST OPENINGNEW P.T. 2x10LEDGER BOARDFASTENED TO EXIST8x8 BEAM w/ SDS STRUCTURAL SCREWSEXIST FOUNDATIONWALL, BEYONDTHE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.comAs indicated4/7/2017 1:43:49 PMS 2.0STRUCTURAL PLANS -FOUNDATION & 1ST LEVEL03-17JJ & LEE DEARBORN32 BUFFUM STREET4/6/2017LHDLHD 1/4" = 1'-0"1Foundation 1/4" = 1'-0"2First Level Framing 1" = 1'-0"3Foundation Detail @ Beam Pocket 1/2" = 1'-0"4Wall Section @ Crawl Space AccessNo. Description Date
1A 4.02A 4.03A 4.0NEW 2x10RIM BOARD,TYP.EXIST 3x4 FLOOR JOISTS@ +/- 21" O.C., TYP.REPLACE 8x8 BEAM (FLUSH)w/ NEW (2) 1-3/4"X11-7/8" LVL (FLUSH)EXIST 8x8 BEAM (FLUSH)EXIST 6x6 BEAM (FLUSH)EXIST 8x8 BEAM (FLUSH)NEW 2x10 JOISTS @ 16" O.C.7' - 9" SPAN5' - 2" SPANNEW 2x4 @ 12" O.C.EXIST 7x7 TIMBERPOSTEXIST 7x7 TIMBER POST, FASTEN 2x8 TO POSTFOR ADDITIONAL BEARING SURFACEAS, REQ'DNEW (2) 12" LVL BEAM(FLUSH)REPLACE 8x8 BEAM (FLUSH)w/ NEW (4) 1-3/4"X14" LVL (FLUSH)NEW (2) 10" LVL BEAM(FLUSH)NEW 2x10 JOISTS @ 16" O.C.NEW 2x10 JOISTS @ 16" O.C.NEW (2) 10" LVL BEAM (LO)NEW 4-2X6 POSTNEW 4-2X6 POST; CONNECT NEW POST AND EXISTING POST WITH SHEAR WALL HOLD-DOWN WITH THREADED ANCHORSNEW 4-2X6 POST; CONNECT NEW POST WITH EXISTING SILL WITH SHEAR WALL HOLD-DOWN WITH THREADED ANCHORSNEW 6x6 WOOD POST, TYP. OF (2)EXIST 3x4 FLOOR JOISTS@ +/- 21" O.C., TYP.NEW 2x10 JOISTS @ 16" O.C.20' - 9 1/16"1' - 6"1' - 6"SOLID 3X6 BRACKETS AT 45 DEG, SET 6'-1" AFFSOLID 3X6 BRACKETS AT 45 DEG, SET 6'-1" AFFNEW HEADER W/ POST TO ACCEPT NEW RIDGE BEAMNEW POSTNEW POST UP1A 4.02A 4.03A 4.010' - 4" SPAN10' - 3" SPANNEW 2x10 @ 16" O.C.NEW 2x10 @ 16" O.C.NEW LOAD BEARING 2x4 WALL BELOWEXIST FLOOR FRAMING TO REMAINNEW 2x8 FOR INFILL FLOOR FRAMING @ EXIST CHIMNEYNEW (2)1-3/4" X 11-7/8" LVL BEAM(FLUSH)EXIST 7x7 TIMBER POST, FASTEN 2x8 TO POSTFOR ADDITIONAL BEARING SURFACEAS, REQ'DNEW 2x10 FRAMING@ FLAT ROOF SOFFITOVERHANG, TYP.0' - 8"EXIST 7x7 TIMBER BEAMTO REMAIN, V.I.FEXIST 7x7 TIMBERPOSTNEW 2x10RIM BOARD,TYP.NEW 4x4 POSTDOWNNEW POST UP AND DOWN15' - 0 3/8"8' - 10 1/4"NEW HEADER W/ POST TO ACCEPT NEW RIDGE BEAMNEW POSTTHE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com 1/4" = 1'-0"4/7/2017 1:43:49 PMS 2.1STRUCTURAL PLANS - 2ND& 3RD LEVEL03-17JJ & LEE DEARBORN32 BUFFUM STREET4/6/2017LHDLHD 1/4" = 1'-0"1Second Level Framing 1/4" = 1'-0"2Third Level FramingNo. Description Date
1A 4.02A 4.03A 4.02x8 FLAT ROOF RAFTERS @ 16" O.C.2x8 GABLE ROOF RAFTERS @ 16" O.C.NEW (3) 1-3/4"X11-7/8" LVL RIDGE BEAM4x4 POST DN4x4 POST DN4x4 POST DN4x4 POST DN4x4 POST DN8'-7" SPAN14' - 11 1/4"9' - 1 3/8"14' - 10 1/8"10' - 3"18' - 4 1/8"10' - 3 1/8"EXIST 3x4 RAFTERSTO REMAIN NEW (3) 1-3/4"X11-7/8" LVL RIDGE BEAMNEW HEADER W/ POST TO ACCEPT NEW RIDGE BEAMNEW POSTTHE MAKERS GUILDSALEM, MAScaleProject numberDateDrawn byChecked byArchitectural Consultant/Structural EngineeringWilliam Peterson, AIA, NCARBDerby Square Architects10 Derby Square, Garden Suite NBSalem, MA 01970978-740-9979bill@derbysquarearch.com 1/4" = 1'-0"4/7/2017 1:43:50 PMS 2.2STRUCTURAL PLANS -ROOF & STRUCTURALDETAILS03-17JJ & LEE DEARBORN32 BUFFUM STREET4/6/2017LHDLHD 1/4" = 1'-0"1Roof FramingNo. Description Date