BOA_56 Jefferson Avenue (06.30.2021)NO USE OR REPRODUCTION OF THIS MATERIAL IS PERMITTED WITHOUT THE WRITTEN CONSENT OF PREFERRED BUILDING SYSTEMS.Notes: Do not scale drawing, use dimensions shownSheet:Preferred Building SystemsPO Box 1, 143 Twistback RoadClaremont, NH 03743603-372-1050603-372-5127 Faxwww.preferredbuildings.com4/9/2021 7:40:10 AMC:\Users\jmauger\Desktop\JWM Projects\PBS\REVIT\PB210516CSI-Fenton\PB210516 CSI Const.-Fenton.rvtA0.0PB210516Cover SheetCSI Construction -Fenton56 Jefferson, Salem, MA.019701. PLANT:Preferred Building Systems, inc. 143 Twistback Rd., PO Box 1, Claremont, NH 037432. THIRD PARTY: TR Arnold & Associates 4703 Chester Dr., Elkhart IN 46516 CERT#: TPIA-03 Exp. 04-30-2021 MASS MC# 346 Exp. 04-30-2021 3. MODEL NUMBER: PB210516 DESCRIPTION:46'-0" x 27'-6" R2-3 Unit Apartment Building 3-Story SITE:56 Jefferson, Salem, Massachusetts 01970 SITE ELEVATION: 12'-0" Above Sea Level6.HEIGHT OF BUILDING:38' -9" (from top of sill)7. FLOOR AREA, VOLUME, OCCUPANCY LOAD(LIMITED TO MODULAR SCOPE):9. SPECIAL SYSTEMS: A. NFPA 72 Low Voltage Fire Alarm in common areas. B. Line Voltage Smoke Detectors. C. NFPA 13D Splrinkler System. By Life Safety Inc.10. DESIGN LIVE LOAD: Snow:45 psf Wind:110 mph Wind Vult, Exposure B Seismic:BSs = 0.31g, S1 = 0.071g Floors:Floors:40 psf Floors-Sleeping Areas: 30psfCorridors: 100 psfStairs:40 psf Balconies & Decks: 40 psf Roof Live Load:40 psf -Refer to Truss Calculation sheets Roof Dead Load:15 psf -Refer to Truss Calculation sheets11. SPECIAL USE PROVISIONS, CONDITIONS, & LIMITATIONS: -Exterior walls & fire resistance ratings per tables 601 & 602. -Disclaimer: This house not to be set in a flood hazard area. -Window guards shall meet 2015 IRC R312.2 by factory. -Any strapping required by Engineer or provisions/applications called out on plans, sections, elevations, etc., is/are sole responsibility of CSL. -ALL HANRAILS BY CSL. CSL RESPONSIBLE TO MEET 521 CMR IN ALL ASPECTS OF PROJECT -ALL/ANY ADA SIGNAGE RESPONSIBILITY OF CSL. -A48 hour notification is required prior to the set. The CSL on record will relay this to the local building authority. If any connections have been concealed prior to inspection, the building official may request having the removal of elements that conceal the connections to provide access. This would not con- stitute "Destructive Disassembly", All connections on site must be inspected by the local authority. -Any strapping required by engineer or provisions/applications called out on plans, sections, elevations is sole responsibility of the CSL.12. HEATING SYSTEM: HWBB by factory.Thermostats wire only by factory. Central heat plant and all remaining components, appertenances, connections and labor for heating sole responsibilty of CSL.13. ENERGY PROVISIONS: MASSACHUSETTS Stretch energy code with attached compliance reports. Calculations are based on destinations and are determined with current version of the ComCheck. (3) Energy efficient options per MA stretch code C406.1" Reduced Lighting Power, High Performance HVAC and Enahnced Envelope Performance.14. SITEWORK: Specified in notes throughout plan set as "By CI or CSL" CI -Certified Installer CSL -Construction Supervisor License.15. LABELS: Per unit for boxes included with each unit. Data plate, State & Third Party Labels located inside Kitchen Sink Base Cabinet. Box A for Boxes A&B, Box C for Boxes C&D, Box E for Boxes E&F.4. PLAN NOTES: INTERIOR DIMENSIONS SHOWN ARE FRAME TO FRAME. DIMENSIONS FROM EXTERIOR & MARRIAGE WALLS ARE GWB TO FRAME GENERAL NOTES1.The term "ship loose" and "shipped loose" refers to items to be installed onsite by the CSL.Typical items shipped loose (unless specifically noted otherwise):-Siding & Accessories-Fascia & Soffit Trim-Drip Edge-Gable End & Rake Trim-Vent Caps-Exterior Light Fixtures and Outlets2.Exterior Doors are tacked and final installation is done onsite by the CSL.3.Elevations are for graphic representation only.4.The CSL is responsible for all final fastening of exterior decks and porches, lally columns, pin rafters, and other items.5.Refer to the Purchase Order, The PBS/NEH Site Reference Manual, and the plan set for typical as well as listed responsibilities. RESERVED FOR THIRD PARTY STAMPSHEET LIST PRELIMINARYSHEET NAMEA0.0 Cover SheetA0.2 3D IsometricA1.1 Front & Left ElevationsA1.2 Rear & Right ElevationsA2.1 Foundation PlanA3.1 First Floor PlanA3.2 Second Floor PlanA3.3 Third Floor PlanTotal: 816. SET BACKS: Building may not be within fire limits:1 Hour resistance < 5'-0"0 Hour resistance ≥5'-0"APPLICABLE MASSACHUSETTS BUILDING CODES:2015 IBC International Building Code w/ State Amendments2015 IMC International Mechanical Code780 CMR: 28.0 Massachusetts State Building Code, 9th Edition248 CMR 10.0: Massachusetts Uniform State Plumbing Code 248 CMR 4.00: Massachusetts Fuel Gas Code527 CMR 1.00: Massachusetts Comprehensive Fire Safety Code2020 NEC NFPA-70: National Electrical Code w/ State Amendments527 CMR 12.00: Massachusetts Electrical Code521 CMR Architectural Access Board780 CMR 13.00 Energy Conservation Code2018 IECC w/ State Amendments 5. USE GROUP: Single Family TYPE OF CONSTRUCTION: VBNFPA 13D -SPRINKLER LAYOUT DESIGN AND FACTORY INSTALLED BY:LIFE SAFTEY FIRE PROTECTION97 Lower Jaffrey Rd, Dublin, NH 03444(603) 563-7700U-VALUES Walls:0.047 Floor:0.033 Roof/Ceiling:0.021 Solid Door:0.21 Windows-Double Hung U Value:0.26/0.28*T SHGC:0.28/0.29*T DP Rating:+50/-50Windows -Fixed Awning U Value:0.25*T SHGC:0.30*T DP Rating:+65/-65NOTE: Refer to Sheet-A__ for full Door & WindowSchedules PRELIMINARYNOT FOR CONSTRUCTION#4#3#2#1Prelim04/09/21AreaVolume Occupancy (sf.) (cf.) LoadBasement1265 --1st Floor:126510120 72nd Floor:12651012073rd Floor:1265101207Attic - 4430-Total:506034790 21ALL FUEL CAS COMPONENTS AND SIZING BY CSLNFPA 72 -FIRE ALARM DESIGN WITH TTECH SUOPPORT PROVIDED BY:COUNTRYWIDE LOCK & ALARMS495 Old Turnpike Road, Mount Holly, VT 05758(802) 259-2213ENGINEERING -MODULAR COMPONENTS:ICC NTA, LLC305 N. Oakland Avenue | PO Box490Nappanee, IN 46550T: 574.773.7975F: 574.773.2732(*T = Ratings for Tempered Windows)
NO USE OR REPRODUCTION OF THIS MATERIAL IS PERMITTED WITHOUT THE WRITTEN CONSENT OF PREFERRED BUILDING SYSTEMS.Notes: Do not scale drawing, use dimensions shownSheet:Preferred Building SystemsPO Box 1, 143 Twistback RoadClaremont, NH 03743603-372-1050 603-372-5127 Faxwww.preferredbuildings.com4/9/2021 7:40:21 AMC:\Users\jmauger\Desktop\JWM Projects\PBS\REVIT\PB210516CSI-Fenton\PB210516 CSI Const.-Fenton.rvtA0.2PB2105163D IsometricCSI Construction -Fenton56 Jefferson, Salem, MA.019703-D Front3-D Back#4#3#2#1Prelim04/09/21PRELIMINARYNOT FOR CONSTRUCTION
Top of Sill0' -0"2nd Floor Plan10' -7 5/8"1st Floor Plan1' -0"Finish Ceiling 1st9' -0"Foundation Plan-8' -3"Finish Ceiling 2nd18' -7 5/8"Ridge35' -9"3rd Floor Plan20' -3 1/4"Finish Ceiling 3rd28' -3 1/4"7' - 5 3/4"8' - 0"1' - 7 5/8"8' - 0"1' - 7 5/8"8' - 0"1' - 0"8' - 3"NO USE OR REPRODUCTION OF THIS MATERIAL IS PERMITTED WITHOUT THE WRITTEN CONSENT OF PREFERRED BUILDING SYSTEMS.Notes: Do not scale drawing, use dimensions shownSheet:Preferred Building SystemsPO Box 1, 143 Twistback RoadClaremont, NH 03743603-372-1050 603-372-5127 Faxwww.preferredbuildings.com4/9/2021 7:40:23 AMC:\Users\jmauger\Desktop\JWM Projects\PBS\REVIT\PB210516CSI-Fenton\PB210516 CSI Const.-Fenton.rvtA1.1PB210516Front & Left ElevationsCSI Construction -Fenton56 Jefferson, Salem, MA.019703/16" = 1'-0"Elevation LeftELEVATION NOTES1. RIDGE VENT SHIP LOOSE BY FACTORY FOR INSTALLATION ONSITE BY SET CREW.2. ALL EXTERIOR RAILINGS, PORCHES AND PORCH ROOF ONSITE BY BUILDER.3. RAMP BUILT TO COMPLY WITH 521 CMR 24 ONSITE BY BUILDER.4. ALL EXTERIOR FINISH SIDING & EXTERIOR DOOR/WINDOW TRIM BY OTHERS.PRELIMINARYNOT FOR CONSTRUCTION#4#3#2#1Prelim04/09/213/16" = 1'-0"3Elevation Front
ROOF AREA MEETINGS SOLAR-READY ZONE, 300SQFT MIN. PATHWAYS FOR ROUTING COMPONENTS PROVIDED BY CSL ONSITE. FACTORY TO PREP ONLYFOR SOLAR. CSL TO PROVIDE ANY SOLAR COLLECTION SYSTEMS ONSITE. REFER TO ELECTRICAL SHEETS FOR CONDUIT LOCATIONS.Top of Sill0' -0"2nd Floor Plan10' -7 5/8"1st Floor Plan1' -0"Finish Ceiling 1st9' -0"Foundation Plan-8' -3"Finish Ceiling 2nd18' -7 5/8"Ridge35' -9"35' - 9" APPROXIMATE TOP OF SILL TO RIDGE HEIGHTBY CSL7' - 5 3/4"8' - 0"1' - 7 5/8"8' - 0"1' - 7 5/8"8' - 0"1' - 0"8' - 3"3rd Floor Plan20' -3 1/4"Finish Ceiling 3rd28' -3 1/4"6" 12"6" 12"NO USE OR REPRODUCTION OF THIS MATERIAL IS PERMITTED WITHOUT THE WRITTEN CONSENT OF PREFERRED BUILDING SYSTEMS.Notes: Do not scale drawing, use dimensions shownSheet:Preferred Building SystemsPO Box 1, 143 Twistback RoadClaremont, NH 03743603-372-1050 603-372-5127 Faxwww.preferredbuildings.com4/9/2021 7:40:24 AMC:\Users\jmauger\Desktop\JWM Projects\PBS\REVIT\PB210516CSI-Fenton\PB210516 CSI Const.-Fenton.rvtA1.2PB210516Rear & Right ElevationsCSI Construction -Fenton56 Jefferson, Salem, MA.01970ELEVATION NOTES1. RIDGE VENT SHIP LOOSE BY FACTORY FOR INSTALLATION ONSITE BY SET CREW.2. ALL EXTERIOR RAILINGS, PORCHES AND PORCH ROOF ONSITE BY BUILDER.3. RAMP BUILT TO COMPLY WITH 521 CMR 24 ONSITE BY BUILDER.4. ALL EXTERIOR FINISH SIDING & EXTERIOR DOOR/WINDOW TRIM BY OTHERS.PRELIMINARYNOT FOR CONSTRUCTION#4#3#2#1Prelim04/09/213/16" = 1'-0"Elevation Right3/16" = 1'-0"Elevation Rear
27' - 6"53' - 7 1/8"13' - 9"13' - 9"5' - 6"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 6"46' - 0"SUGGESTED LAYOUT ONLY. FINAL FOUNDATION SOLE RESPONSIBILITY OF CSL.AT LEAST ONE OPERABLE EMERGENCY ESCAPE & RESCUE OPENING IS REQUIRED BY CSL IN FIELD TO MEET STATE AND LOCAL CODESCONTINUOUS FOOTINGCONCRETE FILLEDCOLUMNS (TYPICAL)FOUNDATION WALL WITH FOOTER UNDER HOUSE(TYPICAL)FOUNDATION PLAN IS PROVIDED FOR LALLY COLUMN PLACEMENTS & LOADS FROM MODULAR STRUCTURE ONLY -THIS IS NOT A CONSTRUCTION DOCUMENT PAGE. FINAL FOUNDATION STRUCTURAL DESIGN IS THE RESPONSIBILITY OF THE CSL. FINAL FOUNDATION DRAWINGS INCORPORATING STRUCTURAL LOADS AND SITE CONDITIONS AND DECKS/PORCHS/ETC ARE THE CSL'S RESPONSIBILITY. ALL WALLS, DOORS, WINDOWS & FIXTURES ARE ONSITE BY CSL UNLESS NOTED OTHERWISE. ELECTRICAL CONNECTIONS ARE COILED IN FLOOR OF MODULAR BOXES.3' - 0"3' - 3"3' - 0"3' - 3"3' - 0"3' - 0"10"10"10"NO USE OR REPRODUCTION OF THIS MATERIAL IS PERMITTED WITHOUT THE WRITTEN CONSENT OF PREFERRED BUILDING SYSTEMS.Notes: Do not scale drawing, use dimensions shownSheet:Preferred Building SystemsPO Box 1, 143 Twistback RoadClaremont, NH 03743603-372-1050 603-372-5127 Faxwww.preferredbuildings.comGENERAL NOTES1. FOUNDATION STRUCTURAL DESIGN IS THE RESPONSIBILITY OTHE BUILDER / DEALER PER SOIL BEARING CONDITION.2. BUILDER / DEALER STRUCTURAL DESIGN SHALL COMPLY WITH ALL APPLICABLE CODES.3. BUILDER / DEALER IS RESPONSIBLE FOR ALL SITE WORK.4. BUILDER / DEALER SHALL PLACE ALL FOOTINGS BELOW FROST LINE ON UNDISTURBED SOIL.5. FOUNDATION PLAN IS PROVIDED FOR LALLY COLUMN PLACEMENT AND OVERALL DIMENSIONS ONLY.6. LALLY COLUMN SPACING TO BE AS SPECIFIED ON THIS PLAN PER ENGINEERING ANALYSIS FOR THIS BUILDING AND LOCATION ONLY.7. BUILDER / DEALER IS RESPONSIBLE FOR ALL THROUGH SLEEVES AND OPENINGS FOR MECH, PLUMBING, & ELEC. CONNECTIONS.8. BUILDER / DEALER IS RESPONSIBLE TO PROVIDE THE REQUIRED AMOUNT OF NATURAL LIGHT AND VENTILATION FOR HABITABLE BASEMENT ROOMS PER APPLICABLE CODES.9. BUILDER / DEALER SHALL PROVIDE THE REQUIRED EGRESS FROM ANY BASEMENT SPACE TO BE USED AS SLEEPING PER APPLICABLE CODES.10. CRAWL SPACES REQUIRE VENTILATION OPENINGS WITH NET AREA NOT LESS THAN 1 SF / 1,500 SF OF FOUNDATION SPACE PER APPLICABLE CODES. ONE VENT OPENING TO BE WITHIN 3' OF EACH CORNER11. BUILDER DEALER IS RESPONSIBLE TO PROPERLY SIZE AND INSTALL HEADERS FOR ANY OPENINGS IN THE BASEMENT / FOUNDATION AREA.12. BUILDER / DEALER SHALL SUPPLY AND INSTALL DAMP PROOFING, DRAINAGE, VAPOR BARRIERS, AND INSULATION PER ALL APPLICABLE CODES.13. BUILDER / DEALER IS RESPONSIBLE TO INCLUDE CONTROL JOINTS AND PROVIDE PROPER WALL THICKNESS TO PROTECT AGAINST LATERAL FORCES ON LONG WALLS.14. BUILDER / DEALER SHALL CHECK THE FOUNDATION DIMENSIONS AND SHALL SHIM THE SILLS IF REQUIRED TO ASSURE MODULES WILL SET SQUARE AND LEVEL.15. BUILDER DEALER SHALL LEVEL THE GIRT FRONT TO BACK AS WELL AS END TO END BEFORE CUTTING AND SETTING THE CONCRETE FILLED LALLY COLUMNS. FAILURE TO DO SO WILL CAUSE ALIGNMENT PROBLEMS WITH THE ROOF SYSTEM.16. SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SUPPLIED BY PBS FOR THE BASEMENT, AND ARE TO BE LOCATED BY LOCAL BUILDING OFFICIAL AND INSTALLED BY BUILDER / DEALER.17. ALL BASEMENT MECHANICAL, ELECTRICAL, AND PLUMBING MATERIALS ARE SUPPLIED AND INSTALLED BY BUILDER / DEALER.18. BUILDER DEALER SHALL INSTALL ANY MATERIALS SUPPLIED BY PBS:-GIRT GASKET MATERIAL-GIRT FIRE STOP-CONCRETE FILLED COLUMNS-END WALL SHIMS AND GASKETSNOTE: FOUNDATION IS SHOWN TO ROUGH FRAMING OF MODULE. ADJUSTMENTS REQUIRED IF INSULATION IS USED ON THE OUTSIDE OF FOUNDATION WALLS .FOUNDATION LAYOUT IS SHOWN WITH A SUGGESTED LALLY COLUMN/FOOTING.ACTUAL LALLY COLUMN/FOOTING IS THE RESPONSIBILITY OF THE BUILDER.4/9/2021 7:40:25 AMC:\Users\jmauger\Desktop\JWM Projects\PBS\REVIT\PB210516CSI-Fenton\PB210516 CSI Const.-Fenton.rvtA2.1PB210516Foundation PlanCSI Construction -Fenton56 Jefferson, Salem, MA.01970PRELIMINARYNOT FOR CONSTRUCTION#4#3#2#1Prelim04/09/21
UPW/DBOX ABOX BPLAN NOTES1. ANY STRAPPING REQUIRED BY ENGINEER OR PROVISIONS/APPLICATIONS CALLED OUT ON PLANS, SECTIONS, ELEVATIONS IS SOLE RESPONSIBILITY OF THE CSL.10' - 7 1/8"4' - 9"2' - 0 3/8"15' - 10 1/2"12' - 10 1/4"13' - 8 1/2"1"13' - 8 1/2"46' - 0"27' - 6"12' - 10 1/4"12' - 10 1/4"13' - 8 1/2"1"13' - 8 1/2"27' - 6"10' - 6"10' - 1 5/8"2' - 1"10' - 0"46' - 0"15' - 3 1/4"10' - 7 1/8"30683068 S21030682x6NORDICA 52x62x6DECK BY CSL3068 S2103068 S2103068 S2102' - 9 3/4"Closet 2Stair-1.1Closet 1Bedroom 1Stair-1.2Bedroom 2Living RoomBath 1DH3862DH3862DH3862DH3666-2DH3038DH38629 5/8"10 1/4"8 3/4"DH30386' - 0"8' - 8"8' - 8"8' - 8"14' - 0"17' - 0 1/2"10' - 6 1/2"18' - 5"Kitchen11' - 1 1/4"11' - 1 1/4"10' - 5 7/8"10' - 5 7/8"6' - 10 1/2"9' - 1 1/2"5' - 6"6' - 0"12' - 10 1/4"2' - 2 1/2"5' - 6"6' - 0"HallVSB302134VF3.34Cabinet Legend1: BEP3L9: W3630BUTT10: B9L.1D11: SB33BUTT.W12: BD12.313: WA2430L14: EZR33L14: W3612BUTT15: BF315: W3015BUTT15: W930L16: WEP1 1/2.30 {L}17: VF3.34 {21D}18: VSB30213419: BEP1 1/2R20: WF3.3021: W1530LWMTK8 TOE KICK1914REFDW131415102111RANGEHOOD1515 16192018171' - 6 9/16"UPDN3' - 3 7/8"3' - 3 7/8"3' - 3"3' - 3 7/8"3' - 3 7/8"3' - 3"DECK BY CSLNO USE OR REPRODUCTION OF THIS MATERIAL IS PERMITTED WITHOUT THE WRITTEN CONSENT OF PREFERRED BUILDING SYSTEMS.Notes: Do not scale drawing, use dimensions shownSheet:Preferred Building SystemsPO Box 1, 143 Twistback RoadClaremont, NH 03743603-372-1050 603-372-5127 Faxwww.preferredbuildings.com4/9/2021 7:40:28 AMC:\Users\jmauger\Desktop\JWM Projects\PBS\REVIT\PB210516CSI-Fenton\PB210516 CSI Const.-Fenton.rvtA3.1PB210516First Floor PlanCSI Construction -Fenton56 Jefferson, Salem, MA.019701/4" = 1'-0"1st Floor PlanPRELIMINARYNOT FOR CONSTRUCTION#4#3#2#1Prelim04/09/21
UP10' - 7 1/8"3' - 8 7/8"2' - 0 3/8"15' - 10 1/2"12' - 10 1/4"13' - 8 1/2"1"13' - 8 1/2"46' - 0"27' - 6"12' - 10 1/4"12' - 10 1/4"13' - 8 1/2"1"13' - 8 1/2"27' - 6"9' - 2 1/2"11' - 5 1/8"2' - 1"10' - 0"46' - 0"46' - 0"15' - 3 1/4"10' - 7 1/8"306822683068306830682x6NORDICA 52x62x63' - 5"5' - 11 1/4"3' - 6"4' - 0"3' - 11"30685068 BP5068 BP5068 BP12' - 9 5/8"DH3862DH3862DH3862-2DH3862DH3862DH303817' - 0 1/2"10' - 6 1/2"18' - 5"6' - 0"8' - 8"8' - 8"8' - 8"14' - 0"DH38626' - 0"5' - 5"2' - 3 1/2"AW3416AW34166' - 10 1/2"9' - 2 1/2"5' - 5"6' - 0"3' - 3"3' - 3 7/8"3' - 3 7/8"3' - 11"3' - 3"3068226830683068306830685068 BPDH3862AW3416Stair 2.1Bath 2KitchenBedroom 2Stair 2.2Bedroom 1Living RoomHallCabinet Legend1: REP1 1/2.84{L}2: REP1 1/2.84{R}3: B12L4: BD21.39: EZR3633L10: WR3612BUTT11: W1530L12: W303013: WA2430L14: BEP1 1/2R15: SB36BUTT.W16: B9R.1D17: BEP3R18: WF3.3019: W273020: WB3.3021: W3015BUTT22: WEP3.30 {L}23: VF3.34 {21D}24: VSB302134WMTK8 TOE KICK1 2103 4911 121319212016DW14 1517222324HOODRANGEREFVSB302134VF3.34DH30383' - 3 7/8"3' - 3 7/8"NO USE OR REPRODUCTION OF THIS MATERIAL IS PERMITTED WITHOUT THE WRITTEN CONSENT OF PREFERRED BUILDING SYSTEMS.Notes: Do not scale drawing, use dimensions shownSheet:Preferred Building SystemsPO Box 1, 143 Twistback RoadClaremont, NH 03743603-372-1050 603-372-5127 Faxwww.preferredbuildings.com4/9/2021 7:40:30 AMC:\Users\jmauger\Desktop\JWM Projects\PBS\REVIT\PB210516CSI-Fenton\PB210516 CSI Const.-Fenton.rvtA3.2PB210516Second Floor PlanCSI Construction -Fenton56 Jefferson, Salem, MA.019701/4" = 1'-0"2nd Floor PlanPRELIMINARYNOT FOR CONSTRUCTION#4#3#2#1Prelim04/09/21
10' - 7 1/8"3' - 8 7/8"2' - 0 3/8"15' - 10 1/2"12' - 10 1/4"13' - 8 1/2"1"13' - 8 1/2"46' - 0"27' - 6"12' - 10 1/4"12' - 10 1/4"13' - 8 1/2"1"13' - 8 1/2"27' - 6"9' - 2 1/2"11' - 5 1/8"2' - 1"10' - 0"46' - 0"15' - 3 1/4"10' - 7 1/8"306822683068306830682x62x6NORDICA 52x62x611' - 1 1/4"6' - 11 1/2"9' - 1 1/2"5' - 5"6' - 0"11' - 1 1/4"17' - 0 1/2"10' - 6 1/2"18' - 5"6' - 0"5' - 5"2' - 3 1/2"12' - 10 1/4"6' - 0"8' - 8"8' - 8"8' - 8"14' - 0"10' - 5 7/8"10' - 5 7/8"KitchenBedroom 2Stair 3.2Bedroom 1Stair 3.1Bath 3Living RoomHallCabinet Legend1: REP1 1/2.84{L}2: REP1 1/2.84{R}3: B12L4: BD21.39: EZR3633L10: WR3612BUTT11: W1530L12: W303013: WA2430L14: BEP1 1/2R15: SB36BUTT.W16: B9R.1D17: BEP3R18: WF3.3019: W273020: WB3.3021: W3015BUTT22: WEP3.30 {L}23: VF3.34 {21D}24: VSB302134WMTK8 TOE KICK1 2103 4911 121319212016DW14 1517222324HOODRANGEREFVSB302134VF3.34DH3038DH3038DH3862-2DH3862AW3416DH3862DH3862DH3862DH3862DH3862AW341630683' - 3 7/8"3' - 3 7/8"3' - 3"3' - 3 7/8"3' - 3 7/8"3' - 3"NO USE OR REPRODUCTION OF THIS MATERIAL IS PERMITTED WITHOUT THE WRITTEN CONSENT OF PREFERRED BUILDING SYSTEMS.Notes: Do not scale drawing, use dimensions shownSheet:Preferred Building SystemsPO Box 1, 143 Twistback RoadClaremont, NH 03743603-372-1050 603-372-5127 Faxwww.preferredbuildings.com4/9/2021 7:40:31 AMC:\Users\jmauger\Desktop\JWM Projects\PBS\REVIT\PB210516CSI-Fenton\PB210516 CSI Const.-Fenton.rvtA3.3PB210516Third Floor PlanCSI Construction -Fenton56 Jefferson, Salem, MA.019701/4" = 1'-0"3rd Floor PlanPRELIMINARYNOT FOR CONSTRUCTION
KIMBERLEY DRISCOLL
MAYOR
CITY OF SALEM, MASSACHUSETTS
BOARD OF APPEALS
98 WASHINGTON STREET SALEM, MASSACHUSETTS 01970
TEL: 978-619-5685
City of Salem
Zoning Board of Appeals
Will hold a public hearing for all persons interested in the petition of JODIE FENTON for a
special permit per Section 3.3.3 Nonconforming Structures of the Salem Zoning Ordinance to
demolish a nonconforming three-story three-family home and detached garage, and reconstruct
a nonconforming three-story three-family home at 56 JEFFERSON AVENUE (Map 24, Lot 91)
(R1 Zoning District). The public hearing will be held on Wednesday, May 19, 2021 at 6:30 PM via
remote participation with instructions to be posted to the City Calendar and the Board of
Appeals page on www.salem.com no later than May 12, 2021, in accordance with Chapter 40A
of the Massachusetts General Laws and Governor Baker’s Emergency Order dated March 12,
2020.
Salem News publication dates: 5/5/21 & 5/12/21
Know Your Rights Under the Open Meeting Law, M.G.L. c. 30A Sections 18-25 and City
Ordinance Sections 2-2028 through 2-2033.
Applications and plans (if applicable) are on file and available for review during normal business
hours at the Department of Planning and Community Development, 98 Washington Street,
Second Floor, Salem, MA. These materials are also available for review o nline at
https://tinyurl.com/SalemZBA.