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BOA_462 Highland Avenue (08.04.2021)
462 Highland Avenue, Salem, MA 10 Concord Crossing Concord, MA 01742 T 9 7 8 . 3 4 1 . 0 9 0 0 F 9 7 8 . 3 4 1 . 0 9 1 1 05/26/2021 Permit Set INSA List of Drawings General Notes 1.Contractor shall secure construction and lay down area with fencing and/or barricades extending to building and temporary dust partitions on interior. 2.Facility shall be kept in operation at all times. Maintain working toilets, egress, and access at all times. Coordinate sequencing of work and interruption of utilities with owner. Street parking is not available to contractor. 3.Contractor shall notify the owner promptly of the presence of suspected hazardous materials. Owner shall direct necessary testing and remedial work. Architect assumes no liability associated with identification, testing or removal of hazardous materials. and at air conditioning acoustical ceiling tile adjustable above finished floor alternate aluminum anodized approximately average bottom of board bituminous building block blocking bottom bumper guard cabinet catch basin cubic feet per minute corner guard contractor installed control joint ceiling closet concrete masonry unit column concrete construction corridor carpet casework ceramic tile center double department diameter diffuser dimension down door opening door door base cabinet drawer base cabinet drawing drawer each end guard elevation electric, electrical emergency equal existing to remain electric water cooler exterior & @ AC ACT ADJ AFF ALT ALUM ANOD APPROX AVG BO BRD BIT BLDG BLK BLKG BOT BP CAB CB CFM CG CI CJ CLG CLO CMU COL CONC CONST CORR CPT CSWK CT CTR DBL DEPT DIA DIFF DIM DN DO DR DRB DWB DWG DWR EA EG EL ELEC EMER EQ ETR EWC EXT filler panel fire alarm fabricate fire extinguisher fire extinguisher cabinet fire hose cabinet fixture floor fire rated fire retardant treated foot furnish furring gauge galvanized grab bar glass ground gypsum wall board gypsum hose bib hollow core hardware hollow metal hand horizontal hour height heating/ventilation /air conditioning hot water inside diameter inch(es) include, including insulation interior janitor joint kitchen knee space laboratory laminate(d) lavatory pound(s) left hand locker lighting machine material medium density fiberboard mechanical manufacture(r) man hole minute miscellaneous F FA FAB FE FEC FHC FIX FL FR FRT FT FURN FURR GA GALV GB GL GND GWB GYP HB HC HDW HM HND HORIZ HR HT HVAC HW ID IN INC INSUL INT JAN JT KIT KS LAB LAM LAV LB LH LKR LTG MACH MATL MDF MECH MFR MH MIN MISC MO MR MTD MTL NC NIC NOM NTS OC OFF OH OP OPP OS OZ P. LAM. P.L. PART. PHEN. PLAS PLG PLYWD PM POL PR PROJ PT PTD PTN QT RB RCPT RD REC RECEPT REF REQ'D REV RH RL RM RO RPP RSF S SB SND SNR SS SC SD SECT SF SH SHR/SHWR SHT masonry opening moisture resistant mounted metal nurse call not in contract nominal not to scale on center office opposite hand owner provided opposite open shelf ounce(s) plastic laminate plastic laminate partition phenolic plaster plumbing plywood pressed metal polished pair project pneumatic tube painted partition quarry tile rubber base receptacle roof drain reception(ist) receptor reference required revise(d), revision right hand rain leader room rough opening reinforced plastic panel(s) resilient sheet flooring south sink base cabinet sanitary napkin dispenser sanitary napkin receptacle stainless steel solid core soap dispenser section square foot (feet) shelf shower sheet Abbreviations SIM SMF SP SPEC SPK STD STL STOR STRUCT SUSP SYS TB TEL THK THR TO TPD TRD TV TYP TZ UC UL UNF UNO VB VCT VERT VEST VWC W W/ W/O WC WD WT WWF similar seamless flooring side panel specification speaker standard steel storage structure, structural suspended system towel bar telephone thick threshold top of toilet paper dispenser tread television typical terrazzo under counter Underwriter's Laboratory unfinished unless noted otherwise vinyl base vinyl composition tile vertical vestibule vinyl wall covering west with without wall cabinet wood weight welded wire fabric Locus Plan Code Review Building Code Review 1.Code Reference a.780 CMR Ninth Edition i. Chapter 34: Existing Building Code Amendments b.2015 International Existing Building Code c.2018 International Energy Conservation Code d.521 CMR: Architectural Access Board e.248 CMR: Board of State Examiners of Plumbers and Gas Fitters 2.Project Scope a.The building is an existing ~3150 sf structure with bearing exterior masonry walls and steel bar joists and metal deck flat roof. Currently it is used as a retail store and there are no foreseen changes in use. The scope of work will include reconfiguration of the space, side addition of an automatic sprinkler system and site improvements. 3.Building Information a.Use Occupancy i.Existing: Mercantile Group M ii.Proposed: Mercantile Group M b.Sprinkler System i.Existing: none ii.Proposed: none c.Construction Type i.Proposed: VB d.Building area and height requirements i.Building Area 1.Allowed: 9000 sf 2.Existing: 3150 sf 3.Proposed: 3947 sf ii.Building Height 1.Allowed: 40 ft, 1 story 2.Existing: 18 ft, 1 story 3.Proposed: 18 ft, 1 story e.Fire resistance rating per building element i.Primary Structural Frame 0 ii.Exterior Walls 0 4.Classification of work a.Alteration - Level 2 i.Level 2 alterations include the reconfiguration of space, the addition or elimination of any door or window, the reconfiguration or extension of any system, or the installation of any additional equipment. b.Addition i.Extension or increase in floor area, number of stories, or height of a building or structure. 5.Addition & Level-2 Alteration Requirements a.Additions to existing buildings or structures are new construction and shall comply with the International Building Code b.Fire protection i.Alterations shall be done in a manner that maintains the level of fire protection provided. ii.Automatic Sprinkler System is not required, the building is one story Mercantile, less than 12,000 sf. c.Means of Egress i.Design occupant load: 1.Mercantile max 22 occupants 2.Storage, Stock, Shipping areas max 16 occupants 3.Total Occupants = 38 ii.Per IEBC 2015 805.4: Means of egress required: 2 Means of egress provided: 4 iii.Max exit access travel distance allowed: 200 ft iiii. Maximum Length Common Path of Travel 75ft d.Energy Efficiency i.Level 2 alterations to existing buildings or structures are permitted without requiring the entire building or structure to comply with the energy requirements of the Energy Code. ii.Only the alterations shall conform to the energy requirements of the Energy Code as they relate to new construction only. If altered, these are the minimum requirements: 1.Roof insulation in cavity: R-38ci 2.Exterior Walls: a.Wood Framed: R-13 + R-3.8ci or R-20 b.Mass: R-11.4ci 3.Slab on grade: R-10 for 24″ below 4.Swinging Opaque Doors: U-0.37 5.Fixed Windows U 0.38 SHCG 0.38 6. Operable Windows U 0.45 SHCG 0.38 e.Accessibility i.The work will exceed 30% of the building value. The entire building needs to conform to 521 CMR. ii.At least one accessible route and one accessible entrance need to be provided. iii.At least two accessible toilet stalls need to be provided on an accessible route. f.Plumbing Fixtures per 248CMR 10.10, estimating equal number of males and females. i.Required Males Females ii.Toilets 1/20 1/20 iii.Sinks 1/40 1/40 iv.Service sink: 1 required v.Existing facilities to remain satisfy the requirements of the code. Storage 4 Com mon Pat h Separation Distance 93'-3" Lo n g e s t D i a g o n a l 96 ' - 1 0 " Exit Capacity 180 Proposed 28 Exit Capacity 90 Proposed 1 Exit Capacity 90 Proposed 1 Exit Capacity 180 Proposed 8 Office 2 Office 8 Storage 1 Office 1 Mercantile 2 Mercantile 20 REV. DATEREV. NO.DESCRIPTION © Peterman Architects, Inc. INSA 462 Highland Avenue Salem, MA 21001_00 TCP 05/26/2021 Flood Consulting, Inc. 56 Laurel Drive, Hudson, MA 01749 (978) 562-6499 Structural Engineers Oak Consulting Group P.O. Box 1123 Newburyport, MA 01950 (508) 284-4800 Civil Engineers Permit Set GENERAL NOTES AS NOTED SA G-001 ARCHITECTURE G-001 GENERAL NOTES G-002 OUTLINE SPECIFICATIONS X-101 EXISTING CONDITIONS PLAN X-301 EXISTING ELEVATIONS D-101 DEMOLITION PLAN A-101 FLOOR PLAN A-102 ROOF PLAN A-201 CEILING PLAN A-301 PROPOSED ELEVATIONS A-351 ADDITION SECTION AND DETAILS A-371 PLAN DETAILS A-601 INTERIOR ELEVATIONS & DETAILS A-801 DOOR SCHEDULE & WINDOW TYPES A-901 PARTITION TYPES & FINISH SCHEDULE 3/32" = 1'-0" EGRESS PLAN1 STRUCTURE S-001 GENERAL NOTES S-002 TYPICAL DETAILS S-003 TYPICAL DETAILS S-101 FOUNDATION PLAN S-102 ROOF FRAMING PLAN S-301 CONCRETE DETAILS S-401 FRAMING DETAILS CIVIL C-101 EXISTING CONDITIONS AND SITE PREPARATION PLAN C-201 SITE PLAN C-301 SITE DETAILS REMOVE EXISTING STRIPINGHIGHLAND AVENUEN/FCAMP LYON OF LYNN MASSN/FCITY OF SALEMN/FROUTE 107 SALEM ASSOC LIM PRTN/FCITY OF SALEMRELOCATE ELECTRIC AND GAS METERSCOORDINATE WITH UTILITY COMPANYAPPROXIMATE LIMIT OF WORKRELOCATE GENERATORSEE SHEET C-201REMOVE AND SALVAGE FENCE AND GATESEE SHEET C201 FOR RELOCATIONREMOVE FENCEPULL BACK BASE OF LEDGE AND STABILIZE SLOPEC-3015TOPOGRAPHIC CONTOUREXISTING BASE OF LEDGEPROPERTY LINEOVERHEAD UTILITIESUNDERGROUND GAS LINEFENCE LINE1"=10'SCALE in FEET051020LEGEND1.PROVIDE INLET PROTECTION BARRIERS AROUND EXISTINGSTORM DRAINAGE INLETS WITHIN AND IMMEDIATELY DOWNGRADIENT OF THE WORK LIMITS AND AS SHOWN ON PLAN.MAINTAIN FOR THE DURATION OF THE PROJECT UNTILPAVEMENT HAS BEEN INSTALLED AND UPSTREAM AREAS HAVEBEEN STABILIZED.2.CONTRACTOR SHALL BE RESPONSIBLE FOR UPKEEP,MAINTENANCE AND REPLACEMENT (IF REQUIRED) OF ALLEROSION CONTROL MEASURES. CONTRACTOR SHALL REPAIRAND/OR REPLACE EROSION CONTROL MEASURES AS NEEDED.3.ALL TEMPORARY LOAM STOCKPILES SHALL RECEIVETEMPORARY EROSION CONTROL MEASURES.EROSION CONTROL NOTES:REV. DATEREV. NO.DESCRIPTION© Peterman Architects, Inc.Oak Consulting GroupP.O. Box 1123Newburyport, MA 01950(978) 312-3120CivilPROGRESSINSA462 Highland AvenueSalem, MA21001_00 05/26/2021C-101EXISTINGCONDITIONS ANDSITE PREPARATIONPLANDEMOLITION NOTES:1.THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ANDARE NOT GUARANTEED BY THE OWNER OR THE ENGINEER. IT IS THECONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UTILITIES, ANTICIPATECONFLICTS, REPAIR EXISTING UTILITIES AND RELOCATE EXISTINGUTILITIES REQUIRED TO COMPLETE THE WORK.2.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NOTALREADY OBTAINED BY THE OWNER AND ARRANGE AND PAY FOR ALLNECESSARY INSPECTIONS AND APPROVALS FROM THE AUTHORITIESHAVING JURISDICTION.3.CONTRACTOR SHALL INSTALL APPROPRIATE EROSION CONTROLMEASURES PRIOR TO ANY DEMOLITION/CONSTRUCTION ACTIVITIES.CONTRACTOR SHALL MAINTAIN EROSION CONTROLS FOR THE DURATIONOF THE PROJECT.4.ALL MATERIALS SCHEDULED TO BE REMOVED SHALL BECOME THEPROPERTY OF THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALLSALVAGED MATERIALS NOT SUITABLE FOR REUSE SHALL BECOME THEPROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL DISPOSE OFALL MATERIALS OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, STATEAND LOCAL REGULATIONS, ORDINANCES, AND CODES.5.ANY EXISTING WORK OR PROPERTY DAMAGED OR DISRUPTED BYCONSTRUCTION/DEMOLITION ACTIVITIES SHALL BE REPLACED ORREPAIRED TO MATCH ORIGINAL EXISTING CONDITIONS BY THECONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.SURVEY NOTES:1.EXISTING CONDITIONS SHOWN ON THESE PLANS OBTAINED FROM PLANENTITLED SITE DEVELOPMENT PERMIT PLAN LOCATED IN SALEM, MASS462 HIGHLAND AVENUE PREPARED BY EASTERN LAND SURVEYASSOCIATES INC., DATED JULY 18, 2018.2.EXISTING CONDITIONS UPDATED FROM REFERENCED PLAN BASED UPONVISUAL RECONNAISSANCE BY OAK CONSULTING GROUP, LLC ON MAY12,2021 AND REVIEW OF READILY-AVAILABLE AERIAL PHOTOGRAPHY. RESTRIPE PARKINGHIGHLAND AVENUEN/FCAMP LYON OF LYNN MASSN/FCITY OF SALEMN/FROUTE 107 SALEM ASSOC LIM PRTN/FCITY OF SALEMPROPOSED ADDITION 8' 8' 8' 9'±23'±29'19'5'INSTALL PLANTER (TYP.)PULL BACK BASE OF LEDGE AND STABILIZE SLOPERELOCATE GENERATORRELOCATE GAS METERCOORDINATE WITHGAS COMPANYRELOCATE ELECTRIC METERCOORDINATE WITH UTILITYCOMPANYGRADE TO DRAIN APPROXIMATE LIMIT OF WORK2'EXPAND LOADINGAREA PAVEMENTSAWCUT PAVEMENTAT JOINTRELOCATE FENCE AND GATERELOCATE FENCEC-3015TOPOGRAPHIC CONTOUREXISTING BASE OF LEDGEPROPERTY LINEOVERHEAD UTILITIESUNDERGROUND GAS LINEFENCE LINEAPPROXIMATE LIMIT OF WORKPROPOSED BASE OF LEDGEPROPOSED PAVEMENT1"=10'SCALE in FEET051020LEGENDREV. DATEREV. NO.DESCRIPTION© Peterman Architects, Inc.Oak Consulting GroupP.O. Box 1123Newburyport, MA 01950(978) 312-3120CivilPROGRESSINSA462 Highland AvenueSalem, MA21001_00 05/26/2021C-201SITE PLAN1.UNLESS SPECIFIED OTHERWISE, ALL DISTURBED AREAS SHALL BE RESTORED WITHLOAM AND SEED.2.ALL MATERIALS AND CONSTRUCTION SHALL CONFORM WITH APPLICABLE CITY ANDSTATE CODES.3.ADJUST ALL MANHOLES, CATCHBASINS, CURB BOXES, ETC. WITHIN LIMITS OF WORKTO FINISH GRADE.4.ALL CATCHBASINS AND DRAIN LINES SHALL BE THOROUGHLY CLEANED OF ALLSEDIMENT AND DEBRIS AFTER THE UPSTREAM AREA IS STABILIZED.GENERAL NOTES: 11351301251201551501451401EXISTING FACE OF LEDGEPROPOSED FACE OF LEDGEPROPERTY LINE EXISTINGBUILDINGEXISTINGFFE=±121V.I.F.PROPOSEDADDITION8' MIN12' MAX1351301251201551501451401% MIN5% MAXPROPOSED FACE OF LEDGEPARKING STALL8'-0"(MIN)HANDICAPPARKING STALL9'-0"8' MINVAN ACCESSIBLE3'-0" (TYP)PAINTED ISLAND (TYP)HANDICAP GRAPHIC SYMBOL(PAINTED WHITE) TO BECENTERED IN SPACE.CONSTRUCT R7-8a (AS SHOWN ON SITE PLAN) &CONSTRUCT R7-8b AT ALL VAN ACCESSIBLE LOCATIONS18'-0"NOTES:1.ALL PAINT SHALL BE FAST DRYING WHITETRAFFIC PAINT, MEETING THE REQUIREMENTSOF AASHTO M248-TYPE N. PAINT SHALL BEAPPLIED AS SPECIFIED BY MANUFACTURER.2.SYMBOLS & PARKING STALLS SHALL CONFORMTO THE REQUIREMENTS OF THE AMERICAN WITHDISABILITIES ACT.* IN EARTH POSTS SHALL BE DRIVEN A MINIMUM* IN LEDGE DRILL & GROUT TO A MIN OF 2' OF 30" INTO UNDISTURBED SOIL.HEIGHT*1/3 POST90° CUT OPTION60" MIN.R7-8bACCESSIBLE18" x 12"12" x 18"R7-8aVANRESERVEDPARKING"HANDICAP PARKING" SIGN"VAN ACCESSIBLE" SIGNLENGTH: AS REQUIREDWEIGHT PER LINEAR FOOT: 2.50 LBS (MIN.)HOLES: 3/8" DIAMETER, 1" C-C FULL LENGTHSTEEL: SHALL CONFORM TO ASTM A-499(GRADE 60) OR ASTM A-576 (GRADE 1070 -1080)GROUND LEVELSIGN POST:TYPICAL SIGN POST3SIGN POST DETAILNOT TO SCALE2HANDICAP PARKING LAYOUT NOT TO SCALECATCH BASIN GRATESEDIMENT ACCUMULATIONREMOVAL STRAPOVERFLOW(TO BY PASS PEAK STORMVOLUMES)GEOTEXTILE ADAPTER SKIRT1CATCH BASIN INLET PROTECTIONNOT TO SCALENOTES:1.CATCH BASIN PROTECTION TO BE "SILTSACK" (BY ACFENVIRONMENTAL) OR "STREAM GUARD" (BY FOSSENVIRONMENTAL SERVICES) OR EQUAL.2.INSERT TO BE EMPTIED AND PROPERLY DISPOSED OFWHEN IT IS 1/2 FULL OF SEDIMENT.3.INSPECT INSERT AFTER ALL RAINFALL EVENTS,REPAIR AND MAINTAIN AS REQUIRED.4.INSTALL INLET PROTECTION BARRIERS IN ALLEXISTING AND PROPOSED CATCH BASINS WITHIN ANDIMMEDIATELY DOWN STREAM OF THE AREA OF WORK.SITE DETAILS4" WIDE PAINTED LINES (TYP)9/11/191C-301REV. DATEREV. NO.DESCRIPTION© Peterman Architects, Inc.Oak Consulting GroupP.O. Box 1123Newburyport, MA 01950(978) 312-3120CivilPROGRESSINSA462 Highland AvenueSalem, MA21001_00 05/26/20214CORTEN STEEL PLANTERNOT TO SCALENOTES:1.PLANTER SHALL BE VERADEK OUTDOORCORTEN STEEL LONG PLANTER BOX ORAPPROVED EQUAL. CONTRACTOR SHALLSUBMIT PRODUCT SAMPLES AND COORDINATEFINAL SELECTION WITH THE OWNER.2. MINIMUM PLANTER DIMENSIONS SHALL BE38"(W) x 15"(D) x 16"(H).5LEDGE REMOVAL SECTION1"=10'NOTES:1.SECTION SHOWN IS A GENERAL REPRESENTATION OF DESIGN INTENT.2.PRIOR TO START OF WORK, CONTRACTOR SHALL CONFIRM EXISTING FLOORELEVATION AND ELEVATIONS AT TOP OF LEDGE FACE.3.FOR AREAS OF LEDGE REMOVAL:3.1.AVERAGE SLOPE SHALL BE APPROXIMATELY 1:13.2.LIMIT OF WORK SHALL NOT EXTEND BEYOND PROPERTY LINE3.3.WHERE POSSIBLE, A WIDTH OF 12' SHALL BE PROVIDED BETWEEN REAR OFBUILDING ADDITION AND TOE OF LEDGE FACE.3.4.WHERE 12' WIDTH CANNOT BE ACHIEVED DUE TO PROXIMITY OF PROPERTYLINE AND EXISTING LEDGE GRADES, WIDTH BETWEEN ADDITION AND TOE OFLEDGE FACE MAY BE REDUCED TO 8'. IF 8' WIDTH CANNOT BE ACHIEVED,CONTRACTOR SHALL NOTIFY ENGINEER.4.YEAR YARD BETWEEN ADDITION AND TOE OF LEDGE SHALL BE GRADED TO DRAINTOWARD HIGHLAND AVENUE WITH A MINIMUM SLOPE OF 1% REV. DATEREV. NO.DESCRIPTION © Peterman Architects, Inc. INSA 462 Highland Avenue Salem, MA 21001_00 TCP 05/26/2021 Flood Consulting, Inc. 56 Laurel Drive, Hudson, MA 01749 (978) 562-6499 Structural Engineers Oak Consulting Group P.O. Box 1123 Newburyport, MA 01950 (508) 284-4800 Civil Engineers Permit Set OUTLINE SPECIFICATIONS AS NOTED SA G-002 General Notes AIA Document A201 General Conditions for the Contract for Construction shall apply to the execution of the scope of work described in the Construction Documents by Peterman Architects, Inc. See mechanical, plumbing electrical and fire protection drawings for the related scope of work. The architect makes not representation as to the presence of hazardous materials on site and is not responsible for the identification or specification of its remediation should be present. Provide complete submittals including product information and all related accessories for each system/material specified for the scope of work. No substitutions will be permitted to the specified products and materials without the Architect's prior written approval. Proposed substitutions shall meet the same performance and design criteria as the specified products and shall be submitted in complete form with all accessories and product information. The General Contractor shall coordinate the work of all trades to avoid conflicts and report to the Architect on any conflicts that require design or engineering input. Upon completion of the project furnish as-built drawings for record and a complete O&M Manual with all product information, warranties, maintenance procedures for all products incorporated into the work. Under-slab Vapor Retarder and Insulation Provide 15mil sheet vapor retarder 15 Mil Stego Wrap by Stego Industries or equal, with a maximum permeance of 0.02 perm. Install per manufacturer's standards with lapped and taped seams. Seal joints with all slab penetrations and edges with foundation walls. Coverage shall be 100% of the floor area of the proposed addition. Comply with ASTM E1643-98 for installation standards Provide minimum R10 2” thick high-density tongue and groove rigid insulation with a 60 psi compressive strength on the edge of slab and horizontally for 24” as shown in details. Tightly fit the board insulation together and conform to ASTM C578 standards. Provide submittals of all products to Architect for approval prior to commencement of work. Foundation Wall Waterproofing Cold-applied, water-activated waterproofing system. HYDRALASTIC 836 SL by WR Meadows or similar. Apply membrane to foundation wall from 24” under the slab on grade elevation to 12” above grade. Clean and prepare surfaces to receive waterproofing in accordance with manufacturer's instructions. Do not apply waterproofing to surfaces unacceptable to manufacturer. Apply waterproofing membrane system in accordance with manufacturer's instructions. Provide minimum cured membrane thickness of 90 mils dry. Provide submittal of product to Architect for approval prior to commencement of work. TPO Membrane Roofing The scope of work is limited to the new roof over the proposed single-story addition. See roof plan for overview of the scope of work. Provide a complete manufacturer warrantied TPO roofing system equal to “Carlisle Sure-Weld” with: Color: White. Membrane Thickness: 60 mil nominal. Thickness over Scrim: 0.020 inches (0.508mm). Breaking Strength (ASTM D 751): 250 lbf/in (1.1 kN/m) minimum. Tear Resistance (ASTM D 751): 55 lbf/in (245 N/m) minimum. Elongation (ASTM D 751): 25 percent. Use Pre-molded corner flashing for inside corners, Injection molded corners for flashing outside corners, TPO T-Joint Covers, TPO Curb Wrap Corners, Molded Pipe Seals and Pressure-Sensitive Strips to provide a complete and warranted roof system. Minimize the number of seams by using the largest lengths and widest roll material available. The installer shall be a manufacturer certified installer of the proposed system and shall furnish and provide at the end of the project a minimum 20 year manufacturer's warranty for the installation following a field inspection of the completed installation by a manufacturer's representative. Furnish the manufacturer's report to the Owner and Architect along with the warranty as part of the O&M Manual. Provide a painted aluminum roof coping with a Kynar finish to match the color and profile of the existing along the new roof edges. Secure to pressure treated wood blocking at the perimeter. Provide submittals of all products to Architect for approval prior to commencement of work. Membrane flashing Self-adhesive polymeric sheet membrane having a thickness of 40 mils (1 mm). AIR-SHIELD THRU-WALL FLASHING by W. R. MEADOWS or similar. Apply flashing membrane with a minimum overlap of 75 mm (3”) onto primed surface at all joints, columns, beams and dissimilar materials. Roll membrane firmly into place. Provide submittal of product to Architect for approval prior to commencement of work. Aluminum flashing Prefinished Aluminum Flashing. 0.040-inch minimum. Thicker metal may be required based on the specific metal flashing configuration tested. Color to match windows. Provide submittal of product to Architect for approval prior to commencement of work. Closed Cell Foam Insulation Provide a Closed Cell insulation system, two-component, medium density, one to one by volume spray-applied polyurethane foam. Carlisle SealTite PRO or similar. Provide full cavity insulation between roof framing members, R38 min. Provide full cavity insulation between exterior CMU wall and the interior GWB layer as shown in details. R11.6 min. Provide submittal to Architect for approval prior to commencement of work. Light gage steel, non-load bearing framing Provide 7/8” Interior Furring Hat Channels installed vertically 16” o.c. at existing CMU walls as shown in drawings. Clark Dietrich Hat Chanel or similar. Provide 2 ½” interior drywall studs 16” o.c. at new exterior walls, ½” from interior face of CMU as shown in plans. Clark Dietrich ProSTUD or similar. The installer shall be a manufacturer certified installer. Use manufacturer supplied tabulated data for confirmation of gauge, span and spacing. Provide submittal to Architect before commencement of work. Gypsum Wall Board 5/8” Gypsum wall board, Certainteed Silentfx Quickcut or similar 5/8” Moisture resistant wall board at kitchen wall and wet locations, Certainteed M2tech or similar. Provide submittal to Architect for approval prior to commencement of work. ACT New ceiling tiles and grid to match existing. Provide submittal and samples to Architect before commencement of work. Aluminum Storefront Windows Provide Thermal Storefront Aluminum Windows with 2 ¼” framing depth and 2” reveal. Kawneer TRIFAB VG 451T Framing with 8225TL Windows or similar. Fixed and projecting units as shown in the drawings. GC is responsible to measure dimensions in field and schedule quantities. Window Glass will be Impact Resistant, Laminated & Insulated Clear Tempered Glass with Low E Coating. Fenestration shall meet 780 CMR 115 Appendix AA ("The Stretch Code") requirements. U Value Fixed Fenestration 0.38 Operable Fenestration 0.45 SHGC 0.38 Install Framed Wire mesh where shown on windows. Painted steel frames with steel wire mesh. McNichols Woven - Lock Crimp Weave, 1.0000" x 1.0000" Opening (Square), 0.250" Thick (2-3/4 Gauge) Wire Diameter, 64% Open Area, or similar. Interior Wood Trim Interior wood trim to match existing. GC is responsible to measure dimensions in field and schedule quantities. Provide submittal of product to Architect for approval prior to commencement of work. Painting/Coatings Painting is limited to the following items only within the project scope: Interior: CMU and drywall partitions and soffits, doors and frames, in the addition and the modified spaces of the existing building. Exterior: CMU Veneer on the new addition exterior walls and disturbed existing exterior walls. Prep and prime all new drywall surfaces and paint with two finish coats of Ben Moore or equal Interior Latex low VOC paint with an eggshell sheen. Color to be selected by the Architect. Prep and paint existing drywall partitions within the project scope after repairing holes and defects to present a “like new” appearance. Apply two coats of Ben Moore or equal Interior Latex low VOC paint with an eggshell sheen. Color to be selected by the Architect. Prep and prime exterior CMU surfaces with two finish coats of Ben Moore or equal Exterior acrylic paint. Color and shine to match existing building. Seal new concrete slabs and patches in the existing building where required with a clear penetrating concrete sealer with a low sheen. Paint factory primed doors and frames with two coats of Benjamin Moore exterior latex enamel paint with a semigloss sheen. Provide submittals of all products to Architect for approval prior to commencement of work. ADA Bathroom ADA Bathroom Employee Bath Break Room Office Cash Office Vault Security Express Vestibule Corridor Janitor Retail Area Dumpster FA Phone IT Security Roof Above Express 30'-0" S E T B A C K Generator Bagging PoS PoS Gate Fence FenceGate PoS PoS Vestibule Display Canopy Above Canopy Above Sidewalk DS Ledge Slope To be Cut Back & Stabilized Electrical Service Gas Service Access Ladder REV. DATEREV. NO.DESCRIPTION © Peterman Architects, Inc. INSA 462 Highland Avenue Salem, MA 21001_00 TCP 05/26/2021 Flood Consulting, Inc. 56 Laurel Drive, Hudson, MA 01749 (978) 562-6499 Structural Engineers Oak Consulting Group P.O. Box 1123 Newburyport, MA 01950 (508) 284-4800 Civil Engineers Permit Set EXISTING CONDITIONS PLAN AS NOTED SA X-101 1/4" = 1'-0" EXISTING PLAN1 FIRST FLOOR 0.00' EXIST BOTTOM OF DECK 17.46' EXIST PARAPET 17.79' TOP OF CMU WALL 12.67' NEW OPENING SEE DEMO PLAN REMOVE WINDOW SEE DEMO PLAN REMOVE & SALVAGE LADDER SEE PLAN & ELEVATION FOR NEW LOCATION RELOCATE GAS SERVICE RELOCATE ELECTRICAL SERVICE NEW OPENING SEE DEMO PLAN REMOVE DOWNSPOUT EXISTING GUTTER TO REMAIN 20'-1118"8'-0"EXISTING CMU EXISTING PTD ALUMINUM COPPING REV. DATEREV. NO.DESCRIPTION © Peterman Architects, Inc. INSA 462 Highland Avenue Salem, MA 21001_00 TCP 05/26/2021 Flood Consulting, Inc. 56 Laurel Drive, Hudson, MA 01749 (978) 562-6499 Structural Engineers Oak Consulting Group P.O. Box 1123 Newburyport, MA 01950 (508) 284-4800 Civil Engineers Permit Set EXISTING ELEVATIONS AS NOTED SA X-301 1/4" = 1'-0" EXISTING ELEVATIONS1 ADA Bathroom ADA Bathroom Employee Bath Break Room Office Cash Office Vault Security Express Vestibule Corridor Janitor Retail Area Dumpster FA Phone IT Security Roof Above Express 30'-0" S E T B A C K Generator Bagging PoS PoS FenceGate PoS PoS Vestibule Display Canopy Above Canopy Above Sidewalk 3 6'-5"20'-1118" 3 5'-818" 11 10 3 9 8 6 4 4 512"6'-914"4'-0" 1212 12 13 Limit of Work Electrical Panels to Remain Demolition Legend Existing construction to remain Existing construction to be removed Demolition Notes: GC to coordinate walk-through with Owner to determine existing items to be salvaged for future use. Store salvaged items per Owners direction. Owner to remove all existing moveable equipment, unless otherwise noted. See MEP drawings for scope of demolition. 1. 2. 3. 1 2 3 5 4 6 7 8 9 10 11 Demolish and remove existing ceiling and light fixtures. Demolition Key Demolish and remove existing flooring down to substrate. Demolish and remove existing wall. Demolish Fence / Gate. Demolish and remove existing door. New opening for new door. See proposed floor plan and door schedule. Relocate Gas Service Relocate Electrical Service Store Generator for Installation at new Location Salvage & Relocate Access Ladder Salvage all existing kitchen cabinets, counter and appliaces for reinstall. 12 Demolish and remove existing CMU veneer. 13 Remove Downspout REV. DATEREV. NO.DESCRIPTION © Peterman Architects, Inc. INSA 462 Highland Avenue Salem, MA 21001_00 TCP 05/26/2021 Flood Consulting, Inc. 56 Laurel Drive, Hudson, MA 01749 (978) 562-6499 Structural Engineers Oak Consulting Group P.O. Box 1123 Newburyport, MA 01950 (508) 284-4800 Civil Engineers Permit Set DEMOLITION PLAN AS NOTED SA D-101 1/4" = 1'-0" DEMOLITION PLAN1 FA Phone IT Security Roof Above Express PoS PoS PoS PoS Display Canopy Above Canopy Above Sidewalk PoS Rail 3'-0"Shelves Shelves PoS PoS PoS PoS 12'-214"Processing Table Kitchenette Generator 5'-0"5'-0"Addition Existing Van Van Van DumpstersADDITIONA-351 1 Relocated Access Ladder Relocated Gas Service Relocated Electrical Service 2 1 3 4 444 A-371 2 A-371 3 A-371 1 A-371 4 A-371 5 A-371 1 Sim 01 02A 02B 04 03A 09 11A 07 08 06 10 12 13 14 15 11B 19 02D 03C 17 18 Vault 14 Security 15Electrical 13 Cash Office 12 Break Room 09 Vestibule 01 Retail Area 02 Express 03 Express Vestibule 04 Corridor 05 Janitor 06 ADA Restroom 07 ADA Restroom 08 Employee Restroom 10 Corridor 11 Training Room 16 Office 17 Storage 18 Storage 19 11'-31 4"18'-95 8"11'-912"20'-1118" 66'-8" ADDITION 4"4"3'-15 8"5'-8"2'-103 8" 6'-113 8"7'-03 8"6'-113 8" New Col. See Structural New Painted 5 8" GWB on Hat Channel Furring New Painted 5 8" GWB on Hat Channel Furring New Painted 5 8" GWB on Hat Channel Furring New Wall 1" A-601 C D A B Lot Line Concrete Planters See Civil S-1017'-0" 2 Ref Rock Ledge Edge of Paving EQ7'-0" R.O.EQAll dimensions from face of finished surface, unless noted otherwise. All furniture and equipment not in contract, unless noted otherwise. All partitions to be TYPE 1C, unless otherwise noted. Provide adjustable PLAM shelving with metal brackets and standards. Locate bottom of standard 24" above work surface. Locate top of standard equal to top of door frame. 1. 2. 3. 4. New Construction Notes Interior Elevation Tags with Sheet Number New Construction New Construction Legend 100 Door Identification Symbol (See Door Schedule) Existing Construction To Remain 2 Partition Tag (See Partition Types) Detail Tag With Sheet Number Exterior Elevation Tag With Sheet Number A-102 B C D A A-350 4 A-350 4 REV. DATEREV. NO.DESCRIPTION © Peterman Architects, Inc. INSA 462 Highland Avenue Salem, MA 21001_00 TCP 05/26/2021 Flood Consulting, Inc. 56 Laurel Drive, Hudson, MA 01749 (978) 562-6499 Structural Engineers Oak Consulting Group P.O. Box 1123 Newburyport, MA 01950 (508) 284-4800 Civil Engineers Permit Set FLOOR PLAN AS NOTED SA A-101 1/4" = 1'-0" FLOOR PLAN1 12'-214"Addition Existing ADDITION ADDITIONA-351 1 Relocated Steel Access Ladder 14" / 12"14" / 12"14" / 12" EXISTING MEMBRANE ROOF TO REMAIN TPO Membrane Roofing on 5/8" CDX Sheathing on 2x10 Roof Framing Addition Existing Existing Gutter To Remain New Downspout New Downspout Terminate Downspout above Addition Roof EXISTING CANOPY ROOF EXISTING CANOPY ROOF EXISTING CANOPY ROOF A-351 4 A-351 2 A-351 2 Sim REV. DATEREV. NO.DESCRIPTION © Peterman Architects, Inc. INSA 462 Highland Avenue Salem, MA 21001_00 TCP 05/26/2021 Flood Consulting, Inc. 56 Laurel Drive, Hudson, MA 01749 (978) 562-6499 Structural Engineers Oak Consulting Group P.O. Box 1123 Newburyport, MA 01950 (508) 284-4800 Civil Engineers Permit Set ROOF PLAN AS NOTED SA A-102 1/4" = 1'-0" ROOF PLAN1 A 7'-10" 10'-0" 10'-0" 10'-0"10'-0" 7'-10" SOFFITSOFFIT Vault 14 Security 15Electrical 13 Cash Office 12 Break Room 09 Vestibule 01 Retail Area 02 Express 03 Express Vestibule 04 Corridor 05 Janitor 06 ADA Restroom 07 ADA Restroom 08 Employee Restroom 10 Corridor 11 Training Room 16 Office 17 Storage 18 Storage 19 A A A A A A A A A A A A A A A A A A A A A A 7'-11"7'-11" A Reflected Ceiling Plan Legend 2X2 Acoustical Ceiling Tile with Suspension Grid at Height Indicated Painted GWB Ceiling At Height Indicated Painted GWB Soffit At Height Indicated8'-0" Return Grille Supply Diffuser Exhaust Grille Sprinkler Head OS Light Switch with Integral Occupancy Sensor Sprinkler Head Sidewall Exit Sign T Surface Mounted Digital Thermostatic Control S Smoke / Carbon Monoxide Combination Detector OS Ceiling Mounted Occupancy Sensor Reflected Ceiling Plan Notes All GWB ceilings shall be 5 8" gypsum wall board unless otherwise noted. All GWB soffits shall be at heights noted. See Interior Elevations for mounting heights of electrical devices and light fixtures. Center recessed light fixtures in room as shown on drawings, unless noted otherwise. Coordinate ceiling framing as required. Center sprinkler heads within ceiling tiles as shown. Coordinate location of GWB Access Panels with ACT panels below. All emergency lighting shall be powered by battery backup on specific lighting only. 1. 2. 3. 4. 5. 6. 7. Emergence Battery Lighting F Fire Alarm ADA Manual Pull Station Fire Alarm Horn/Strobe Signal Unit A D B 5"x72" LED Surface Mounted Direct / Indirect Light Fixture 6" Ø Recessed Downlight Recessed 2x2 LED Light Fixture Match Existing E Suspended LED Uplight 8'-0" 8'-0" Existing to Remain REV. DATEREV. NO.DESCRIPTION © Peterman Architects, Inc. INSA 462 Highland Avenue Salem, MA 21001_00 TCP 05/26/2021 Flood Consulting, Inc. 56 Laurel Drive, Hudson, MA 01749 (978) 562-6499 Structural Engineers Oak Consulting Group P.O. Box 1123 Newburyport, MA 01950 (508) 284-4800 Civil Engineers Permit Set CEILING PLAN AS NOTED SA A-201 1/4" = 1'-0" REFLECTED CEILING PLAN1 FIRST FLOOR 0.00' EXIST BOTTOM OF DECK 17.46' EXIST PARAPET 17.79' TOP OF CMU WALL 12.67' CMU Wall with CMU Veneer Heavy Duty Fixed Aluminum Window w/ Painted Steel Mesh Screen Existing Wall Assembly Fixed Aluminum Ladder Existing Wall Assembly Painted Alumunm Fascia w/ Continuous Hook and drip Edge A A A Existing Wall Assembly Existing Gutter To Remain New Painted Aluminum 3"x4" Downspout New Downspout 4" Painted Aluminum Box Gutter and Coping Relocated Electrical Service Relocated Gas Service Addition New Painted Aluminum 3"x4" Downspout A-351 1 A-351 6 A-351 7 A-371 1 A-351 2 A-371 1 A-351 8 FIRST FLOOR 0.00' EXIST BOTTOM OF DECK 17.46' EXIST PARAPET 17.79' TOP OF CMU WALL 12.67'ADDITIONEXISTINGADDITIONEXISTINGCMU Wall with CMU Veneer Heavy Duty Fixed Aluminum Window Painted Alumunm Fascia w/ Continuous Hook and drip Edge B A-351 6 A-351 7 Sim Sim A-351 2 Sim A-371 1 A-351 8 REV. DATEREV. NO.DESCRIPTION © Peterman Architects, Inc. INSA 462 Highland Avenue Salem, MA 21001_00 TCP 05/26/2021 Flood Consulting, Inc. 56 Laurel Drive, Hudson, MA 01749 (978) 562-6499 Structural Engineers Oak Consulting Group P.O. Box 1123 Newburyport, MA 01950 (508) 284-4800 Civil Engineers Permit Set PROPOSED ELEVATIONS AS NOTED SA A-301 1/4" = 1'-0" PROPOSED REAR ELEVATION1 1/4" = 1'-0" PROPOSED SIDE ELEVATION2 FIRST FLOOR 0.00' EXIST BOTTOM OF DECK 17.46' EXIST PARAPET 17.79' TOP OF CMU WALL 12.67'10'-0" ACT14" / 12"12'-8"Top of CMUTPO Membrane Roofing on 5/8" CDX Sheathing on 2x10 Roof Framing Existing Roof Assembly Existing Wall Assembly Existing Foundation Wall CMU Wall with CMU Veneer ACT on 2x2 Grid 4" Concrete Slab on Grade Heavy Duty Fixed Aluminum Window w/ Painted Steel Mesh Screen Existing Floor Steel Angle Lintel See Structural Painted GWB on Light Gage Hat Channels Cast Concrete Foundation Wall See Structural R10 Rigid Insulation for 24" Min @ Slab Edge A-351 2 A-351 4 A-351 3 A-351 5 A-351 6 A-351 7 3'-4"5'-4"Painted GWB Soffit 7'-10" SoffitACT on 2x2 Grid 7'-11" Match ExistingA-351 8 4'-0" Min1'-0"0602 0704 0705 0407 0408 0707 0901 0901 0604 0726 0406 0605 0602 0506 0718 0729 0730 0731 0303 0718 0707 0406 0301 0709 0710 0709 0302 0901 0506 0726 0408 0727 0409 0410 0728 0715 0411 0704 0705 0605 0602 0502 0712 0608 0901 0901 0609 0903 Existing Wall Assembly REFERENCE KEYNOTES 03 CONCRETE - 0301 -4" CONCRETE SLAB ON GRADE 0302 -CAST CONCRETE FOUNDATION WALL 0303 -12" X 1/2" Ø ANCHOR BOLT 0304 -EXISTING SLAB ON GRADE 0305 -EXISTING FOUNDATION WALL 0306 -REBAR DOWELS INTO EXISTING CONCRETE 04 MASONRY - 0406 -3 5/8" TH CMU VENEER MATCH EXISTING 0407 -7 5/8" CMU WALL 0408 -ADJUSTABLE MASONRY TIE @ 16" O.C. EACH WAY 0409 -VERTICAL JOINT WEEP 0410 -FILL GROUT SOLID TYP. BELOW GRADE 0411 -MORTAR MESH 0412 -LIPPED MASONRY UNIT 05 METALS - 0502 -GALVANIZED STEEL ANGLE SEE STRUCTURAL 0506 -2 1/2" MTL STUD FURRING 06 WOOD FRAMING - 0602 -PT 2X BLOCKING 0604 -HURRICANE TIE, EA RAFTER/TRUSS 0605 -5/8" CDX SHEATHING 0608 -PT 2X10 LEDGER 0609 -JOIST HANGER 0611 -1X PT BLOCKING 07 THERMAL & MOISTURE - 0704 -FULLY ADHERED TPO ROOFING MEMBRANE 0705 -CLOSED CELL INSULATION R38 MIN 0707 -LIQUID APPLIED AIR BARRIER MEMBRANE 0709 -2" RIGID INSULATION R10 MIN FOR 24" @ SLAB EDGE 0710 -15MIL VAPOR RETARDER 0712 -REINFORCED SECUREMENT STRIP 0713 -FLEXIBLE FLASHING LAP INTO OPENING 0714 -ALUMINUM HEAD FLASHING 0715 -MEMBRANE FLASHING 0716 -BACKER ROD & SEALANT 0718 -3" CLOSED CELL FOAM INSULATION R11.4 MIN 0725 -PAINTED ALUMINUM SILL FLASHING COLOR TO MATCH WINDOW 0726 -1" AIR SPACE 0727 -THRU WALL FLASHING 0728 -FOUNDATION WALL WATERPROOFING 0729 -PAINTED ALUMINUM EDGE 0730 -4" PAINTED ALUMINUM BOX GUTTER 0731 -PAINTED ALUMINUM SHEET WRAP 08 OPENINGS - 0801 -ALUMINUM STOREFRONT WINDOW 0803 - PAINTED STL WIRE MESH W/ STL FRAME WOVEN 1"X1" OPENING, 2 3/4 GAUGE FASTENED TO MASONRY WALL W/ EPOXY ANCHORS 09 FINISHES - 0901 -PAINTED 5/8" GWB 0903 -7/8" HAT CHANNEL 0905 -FLOOR FINISH SEE SCHEDULE 0906 -ACT 0907 -CLEAR FINISH WOOD TRIM 32 EARTHWORK - 3101 -6" CRASHED STONE 0301 0905 0710 3101 0304 0305 0306 0707 0901 0406 0906 0715 0716 0801 0716 0506 0718 0407 0726 0408 0803 0727 0502 0901 0412 0714 0611 0707 0901 0406 0713 0716 0801 0716 0907 0506 0718 0407 0408 0726 0803 0725 0611 0715 0716 0801 0716 0506 0718 0803 0901 0611 0707 0407 0726 0406 REV. DATEREV. NO.DESCRIPTION © Peterman Architects, Inc. INSA 462 Highland Avenue Salem, MA 21001_00 TCP 05/26/2021 Flood Consulting, Inc. 56 Laurel Drive, Hudson, MA 01749 (978) 562-6499 Structural Engineers Oak Consulting Group P.O. Box 1123 Newburyport, MA 01950 (508) 284-4800 Civil Engineers Permit Set ADDITION SECTION AND DETAILS AS NOTED SA A-351 1/2" = 1'-0" SECTION1 1 1/2" = 1'-0" ROOF EDGE DETAIL2 1 1/2" = 1'-0" FOUNDATION WALL DETAIL3 1 1/2" = 1'-0" ROOF TO WALL DETAIL4 1 1/2" = 1'-0" FLOOR JOINT DETAIL5 1 1/2" = 1'-0" WINDOW HEAD DETAIL61 1/2" = 1'-0" WINDOW HEAD DETAIL7 1 1/2" = 1'-0" WINDOW JAMB DETAIL8 0404 0506 0901 0707 0403 0405 0901 0506 0407 0726 0406 0408 0903 0901 0404 0506 0901 0901 REFERENCE KEYNOTES 04 MASONRY - 0403 -PAINTED 7 5/8" CMU WALL 0404 -EXISTING CMU WALL 0405 -EXISTING CMU VENEER 0406 -3 5/8" TH CMU VENEER MATCH EXISTING 0407 -7 5/8" CMU WALL 0408 -ADJUSTABLE MASONRY TIE @ 16" O.C. EACH WAY 05 METALS - 0506 -2 1/2" MTL STUD FURRING 06 WOOD FRAMING - 0606 -2X6 WOOD FRAMING 0607 -PT 2X6 07 THERMAL & MOISTURE - 0707 -LIQUID APPLIED AIR BARRIER MEMBRANE 0718 -3" CLOSED CELL FOAM INSULATION R11.4 MIN 0726 -1" AIR SPACE 09 FINISHES - 0901 -PAINTED 5/8" GWB 0903 -7/8" HAT CHANNEL 0707 0403 0506 0901 0718 0726 0406 0408 0707 0506 0901 0718 0901 0901 0607 0606 0726 0406 0408 0404 0506 0901 0403 0403 REV. DATEREV. NO.DESCRIPTION © Peterman Architects, Inc. INSA 462 Highland Avenue Salem, MA 21001_00 TCP 05/26/2021 Flood Consulting, Inc. 56 Laurel Drive, Hudson, MA 01749 (978) 562-6499 Structural Engineers Oak Consulting Group P.O. Box 1123 Newburyport, MA 01950 (508) 284-4800 Civil Engineers Permit Set PLAN DETAILS AS NOTED SA A-371 1 1/2" = 1'-0" NEW EXTERIOR WALL CONECTION TO EXISTING11 1/2" = 1'-0" NEW OPENING IN EXISTING WALL3 1 1/2" = 1'-0" EXTERIOR WALL TO INTERIOR PARTITION DETAIL21 1/2" = 1'-0" EXTERIOR WALL TO INTERIOR PARTITION DETAIL4 1 1/2" = 1'-0" EXTERIOR WALL TO INTERIOR PARTITION DETAIL2 PAINTED STEEL DOOR & FRAME SEE SCHEDULE 4" RUBBER BASE 4" RUBBER BASE 4" RUBBER BASE7'-0"ACT ACT ACT PAINTED GWB PAINTED GWB PAINTED GWB WALL MOUNTED PAINTED STEEL 18" DEEP WIRE SHELFING SYSTEM WALL MOUNTED PAINTED STEEL 18" DEEP WIRE SHELFING SYSTEM WALL MOUNTED PAINTED STEEL 18" DEEP WIRE SHELFING SYSTEM 2'-0"2'-0"1'-6"3'-0"7'-0"2'-0"2'-0"1'-6"6'-0"1'-6"1'-6"1'-6"6" Max 6" Max 6" Max PAINTED GWB ACTWALL MOUNTED PAINTED STEEL 18" DEEP WIRE SHELFING SYSTEM 4" RUBBER BASE7'-0"2'-0"2'-0"1'-6"REV. DATEREV. NO.DESCRIPTION © Peterman Architects, Inc. INSA 462 Highland Avenue Salem, MA 21001_00 TCP 05/26/2021 Flood Consulting, Inc. 56 Laurel Drive, Hudson, MA 01749 (978) 562-6499 Structural Engineers Oak Consulting Group P.O. Box 1123 Newburyport, MA 01950 (508) 284-4800 Civil Engineers Permit Set INTERIOR ELEVATIONS & DETAILS AS NOTED SA A-601 1/2" = 1'-0" STORAGE ROOM ELEVATIONA 1/2" = 1'-0" STORAGE ROOM ELEVATIONB 1/2" = 1'-0" STORAGE ROOM ELEVATIONC 1/2" = 1'-0" STORAGE ROOM ELEVATIOND Door Types Frame Types Interior Door Notes: 1. 2. 3. 4. 5. All interior frames shall be painted steel frames. Contractor shall coordinate hardware requirements with Owner. All wood doors shall be solid wood with factory and solid wood edge and solid core construction. Latchsets shall be equal to ADA compliant Schlage D Series, Rhodes with 626 finish. All door frames set flush with GWB and Sheathing for full overlay wood or PVC door casing. Wood Door 13 4" Th Solid Core Type 1 Kickplate Door Schedule Door No. Description Door Frame Rating Hardware Set CommentsFromToSizeTypeThickFinishGlazingMatTypeFinish 02D Retail Area #02 Corridor #11 3'-0" X 7'-0"1 1 3/4"PTD -Stl 1 PTD -4 Paint to Match Existing 03C Corridor #11 Express #03 3'-0" X 7'-0"1 1 3/4"PTD -Stl 1 PTD -4 Paint to Match Existing 17 Training Room #16 Office #17 3'-0" X 7'-0"2 1 3/4"PTD GL-2 Stl 1 PTD -2 Paint to Match Existing 18 Training Room #16 Storage #18 3'-0" X 7'-0"1 1 3/4"PTD -Stl 1 PTD -3 Paint to Match Existing See Schedule 7'-0"Hardware Notes: All interior door levers shall be Schlage ND Series Rhodes Design. All levers shall meet ADA requirements. Provide conventional cylinders (Schlage Classic Cylinder). Owner shall substitute cylinder in field post construction. Provide Von Duprin 33 series panic hardware as scheduled for exterior aluminum doors with concealed vertical rods.For matching exterior levers, provide Von Duprin standard style #7 Provide LCN 4040 Series closers where scheduled for all doors. Provide 10" high stainless steel kick plates on each side of door panels where scheduled for all doors. All hardware shall be installed with concealed fasteners. All hardware shall be satin chromium or stainless steel finish. (US26D or US32D), GC shall coordinate with Owner's keying requirements. GC shall coordinate with Owner's security requirements, including electrified hardware. Hardware Sets: Entrance Function, Single Door, Panic Hardware, Weatherstripping, Outside Latchset, Closer with Hold Open, Wind Restraint, ADA Aluminum Threshold Office Function, Single Door, Hinges, Latchset, Silencers, Door Stop. Store Room Function, Single Door, Kickplates, Closer with Hold Open Feature, Hinges, Latchset, Silencers, Door Stop. Passage Function, Single Door, Push Plate, ADA Pull Handle, Kickplates, Closer with Hold Open, Hinges, Latchset, Silencers, Door Stop 1. 2. 3. 4. Varies 7'-0"6"6" GL2 6"3'-3"3'-3"Wood Door 13 4" Th Solid Core Type 2 Kickplate Painted Steel Frame Type 3 2"2" As Scheduled 2"7'-0"1. 2. 3. 4. 5. 1 3" = 1'-0" Door Casing DetailScheduled WallPTD HM Frame A 3'-6" R.O.5'-4" R.O.Exterior Window Types A-351 6 B 7'-0" R.O.5'-4" R.O.Exterior Window Notes: 1. 2. 3. 4. All windows shall be aluminum storefront. Basis of Design: Kawneer TRIFAB VG 451T Framing with 8225TL Windows. Exterior color and interior finish shall be selected by the Architect. All window rough openings shall be verified in the field and coordinated with manufacturer requirements. Submit manufacturer's instructions for installation. Upon approval, install according to manufacturer's instructions. Glass Types GL-1 Impact Resistant, Laminated & Insulated Clear Tempered Glass with Low E Coating. Fenestration shall meet 780 CMR 115 Appendix AA ("The Stretch Code") requirements. U Value Fixed Fenestration 0.38 Operable Fenestration 0.45 SHGC 0.38 Painted Aluminum Storefront Window Fixed w/ Painted Steel Mesh and Frame Screen Painted Aluminum Storefront Window Fixed & Projecting GL-1 GL-1 GL-1 A-351 7 GL-2 1 4' Tempered Glass REV. DATEREV. NO.DESCRIPTION © Peterman Architects, Inc. INSA 462 Highland Avenue Salem, MA 21001_00 TCP 05/26/2021 Flood Consulting, Inc. 56 Laurel Drive, Hudson, MA 01749 (978) 562-6499 Structural Engineers Oak Consulting Group P.O. Box 1123 Newburyport, MA 01950 (508) 284-4800 Civil Engineers Permit Set DOOR SCHEDULE & WINDOW TYPES AS NOTED SA A-801 Prior to the installation of wall studs, the Contractor shall layout locations of interior partitions and coordinate site visit with Architect for approval of layout. All non-rated assemblies shall be constructed according to the recommendations and standards described within the "USG Gypsum Construction Handbook", latest edition. All rated assemblies shall be constructed according to the recommendations and requirements of the designated UL design. See "http://database.ul.com/" for additional information. Provide corner beads on all outside corners including walls and soffits. Where GWB stops at reveal conditions, provide j-stops. Prep all GWB panel seams, corners, fasteners and stops with GWB compound. Sand all seams to smooth consistent finish. Coordinate locations of Type X GWB at all locations requiring fire rated partitions and ceilings. Coordinate locations of Moisture Resistant GWB at locations shown in Finish Schedule. Coordinate locations of blocking required to support cabinets, shelving, equipment, toilet room accessories, toilet compartments, handrails, fire extinguisher cabinets, etc. Whenever wood framing comes into contact with concrete flooring, provide pressure treated sill plates. Fire stop all wall partitions. Apply acoustical sealant at all GWB Floor and Ceiling joints. Provide UL listed fire caulking, consistent w/ UL design in lieu of acoustic sealant at all rated partitions. Partition Notes Interior Partition STC: Fire Rating: UL Design: Stud: Max Hgt: Not Rated None 2x4 1 Acoustic Sealant 2x4 Wood Framing 5 8" GWB with Latex Paint Accoustical Sealant Subfloor 5 8" GWB with Latex Paint Underside of Existing Roof Assembly Not Rated Interior Partition STC: Fire Rating: UL Design: Stud: Max Hgt: 1 Hr Calculated 2x4 2 Acoustic Sealant 2x4 Wood Framing 312" Unfaced SoundAttenuation Batts 5 8" Type X GWB with Latex Paint Accoustical Sealant Subfloor 5 8" Type X GWB with Latex Paint Not Rated Finished Ceiling See Ceiling Plan PT Wood Sill PT Wood Sill Underside of Existing Roof Assembly Interior Partition STC: Fire Rating: UL Design: CMU: Max Hgt: 75 8" 3 Painted 75 8" CMU Concrete Slab Not Rated Finished Ceiling See Ceiling Plan Not Rated 43 4"43 4" 75 8" Exterior Partition STC: Fire Rating: UL Design: CMU: Max Hgt: 75 8" 4 75 8" CMU Wall Concrete Slab Not Rated Finished Ceiling See Ceiling Plan 35 8" Painted 8x8 CMU Veneer Match Existing Not Rated 1" 3" Closed Cell Foam Insulation R11.4 Min 1" Air Space Weather Resistant Barrier 75 8"312" 1'-33 4" 212" Light Gage Stud Framing Painted 12" GWB Adjustable Masonry Tie 35 8" Room Finish Schedule No.Room:Floor Base Walls Ceiling Trim CommentsMaterialMaterialMaterialFinishMaterialFinish 01 Vestibule -------Existing to remain 02 Retail Area -------Existing to remain 03 Express -------Existing to remain. 04 Express Vestibule -------Existing to remain 05 Corridor -------Existing to remain 06 Janitor -------Existing to remain 07 ADA Restroom -------Existing to remain 08 ADA Restroom -------Existing to remain 09 Break Room -------Existing to remain 10 Employee Restroom -------Existing to remain 11 Corridor -------Existing to remain 12 Cash Office Match ETR RB-1 ETR/GWB PT-1 ---New partition to match existing. Refinish entire room. 13 Electrical -------Existing to remain 14 Vault Match ETR RB-1 ETR/GWB/CMU PT-1 ACT --Addition to match existing. Refinish entire room. 15 Security -------Existing to remain 16 Training Office LVT-1 RB-1 GWB PT-1 ACT -- 17 Office LVT-1 RB-1 GWB PT-1 ACT -- 18 Storage Concrete RB-1 GWB/CMU PT-1 ACT -- Finish Legend Type Description Manufacturer Style Color Comments PT-1 Low VOC Paint Benjamin Moore Eggshell TBD Primary Wall Color PT-2 Low VOC Paint Benjamin Moore Eggshell TBD Feature Wall Color C-1 Painted Concrete Storage / Utility areas LVT-1 Vinyl Tile Flooring Match Existing RB-1 Rubber Base Johnsonite 4" Straight Base Match Existing ACT Acoustical Ceiling Tile Match Existing REV. DATEREV. NO.DESCRIPTION © Peterman Architects, Inc. INSA 462 Highland Avenue Salem, MA 21001_00 TCP 05/26/2021 Flood Consulting, Inc. 56 Laurel Drive, Hudson, MA 01749 (978) 562-6499 Structural Engineers Oak Consulting Group P.O. Box 1123 Newburyport, MA 01950 (508) 284-4800 Civil Engineers Permit Set PARTITION TYPES & FINISH SCHEDULE AS NOTED SA A-901 KIMBERLEY DRISCOLL MAYOR CITY OF SALEM, MASSACHUSETTS BOARD OF APPEALS 98 WASHINGTON STREET ♦ SALEM, MASSACHUSETTS 01970 TEL: 978-619-5685 August 4, 2021 Decision City of Salem Board of Appeals Petition of I.N.S.A., INC. for a special permit per Section 3.1.2 Special Permit: Zoning Board of Appeals of the Salem Zoning Ordinance to expand an existing licensed retail marijuana establishment at 462 HIGHLAND AVENUE (Map 3, Lot 2) (B2 and ECOD Zoning Districts). A public hearing on the above Petition was opened on July 21, 2021 pursuant to M.G.L Ch. 40A, § 11 with the following Salem Board of Appeals members present: Mike Duffy (Chair), Peter Copelas, Paul Viccica, Rosa Ordaz, Carly McClain, and Steven Smalley (Alternate). The petitioner seeks a special permit per Section 3.1.2 Special Permit: Zoning Board of Appeals of the Salem Zoning Ordinance to expand an existing licensed retail marijuana establishment at 462 Highland Avenue. Statements of Fact: 1. In the petition date-stamped June 18, 2021, the petitioner requested a special permit per Section 3.0 of the Salem Zoning Ordinance to “expand a retail marijuana facility” at 462 Highland Avenue. 2. 462 Highland Avenue is owned by Blue Park Management, LLC. 3. 462 Highland Avenue is a located in the Business Highway (B2) and Entrance Corridor Overlay (ECOD) zoning districts. 4. I.N.S.A., Inc. is an existing licensed marijuana business. 5. On December 3, 2018, the petitioner was granted a special permit by the Salem Zoning Board of Appeals to operate a licensed retail marijuana establishment at 462 Highland Avenue. 6. The proposal is to expand the existing structure at the rear of the premises. 7. The plans and elevations submitted to the Board (dated 05/26/2021) show a 12’ 2 ¼” by 66’ 8” proposed expansion off the southern side of the existing structure. The proposal includes an expanded secured loading area adjacent to the eastern side of the existing structure. City of Salem Board of Appeals August 4, 2021 Project: 462 Highland Avenue Page 2 of 4 8. The property is not located within five hundred (500) feet of a pre-existing public or private school providing education in kindergarten or any of grades 1 through 12, or within five hundred (500) feet of houses of worship and funeral homes, or within one thousand (1,000) feet of institutions of higher education. The property abuts Camp Lion, a site with community facilities including facilities for young people. There is a 15-foot-high rock ledge between the site and Camp Lion. 9. The requested relief, if granted, would allow the petitioner to expand an existing licensed retail marijuana establishment. 10. Due to the ongoing COVID-19 pandemic and related precautions and An Act Extending Certain COVID-19 Measures Adopted During the State of Emergency signed into law by Governor Baker on June 16, 2021, the July 21, 2021, meeting of the Board of Appeals was held remotely, via the online platform Zoom. 11. At the July 21, 2021 public hearing, the petitioner was represented by attorney John R. Kielty (offices at 40 Lowell Street, Peabody, MA). Mr. Kielty presented the proposal, stating that the proposed extension would have space for a training room, conference facility, and secure spaces to store product. Mr. Kielty stated the proposal includes replicating the same security measures at the loading area in a slightly different location. The loading area will still be surrounded by a fence and gates to create a space where trucks can load and unload securely. 12. At the July 21, 2021 public hearing, no (0) members of the public spoke in favor of or in opposition to the petition. 13. At the July 21, 2021 public hearing the Board asked some questions to the attorney, Mr. Kielty. The Board asked whether the petitioner has discussed the proposal with the Salem Police Department for their review. Steven Reilly, representing I.N.S.A., Inc. responded that he had reviewed the proposal with the Police Department. Mr. Reilly relayed two points of discussion with the police department: First, the extension would include a series of gates at the rear of the structure meant to keep people from passing between the rear of the structure and the nearby ledge. Second, construction would be phased so the wall at the rear of the structure would not be breached until the extension is complete and secured. The Salem Board of Appeals, after careful consideration of the evidence presented at the public hearings, and after thorough review of the petition, including the application narrative and plans, and the Petitioner’s presentation and public testimony, makes the following findings that the proposed project meets the provisions of the City of Salem Zoning Ordinance: General Special Permit findings: 1. The City of Salem’s citizens have voted to approve marijuana dispensaries, and social, economic and community needs are served by this proposal. 2. Traffic flow and safety, including parking and loading – requirements have been met. The existing security measures at the loading dock will be retained. City of Salem Board of Appeals August 4, 2021 Project: 462 Highland Avenue Page 3 of 4 3. Utilities and other public services are adequate, as the property has operated as a business and will continue to operate as a business requiring the same kind of utilities. 4. There will be no negative impacts to the natural environment, including drainage. 5. The project has a reasonably low impact on the surrounding neighborhood – there are few residences near the location. 6. The potential fiscal impact, including impact on City tax base and employment, is positive. On the basis of the above statements of fact and findings, the Salem Board of Appeals voted five (5) in favor (Paul Viccica, Rosa Ordaz, Carly McClain, Mike Duffy (Chair), and Peter Copelas) and none (0) opposed to approve a special permit per Section 3.1.2 Special Permit: Zoning Board of Appeals of the Salem Zoning Ordinance to expand an existing licensed retail marijuana establishment at 462 Highland Avenue, subject to the following terms, conditions, and safeguards: Standard Conditions: 1. Petitioner shall comply with all city and state statutes, ordinances, codes and regulations. 2. All construction shall be done as per the plans and dimensions submitted to and approved by the building commissioner. 3. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. 4. Petitioner shall obtain a building permit prior to beginning any construction. 5. Exterior finishes of the new construction shall be in harmony with the existing structure. 6. Petitioner is to obtain approval from any City Board or Commission having jurisdiction including, but not limited to, the Planning Board. 7. All construction shall be done per the plans and dimensions, submitted to and approved by this Board, as amended. No change, extension, material corrections, additions, substitutions, alterations, and/or modification to an approval by this Board shall be permitted without the approval of this Board, unless such change has been deemed a minor field change by the Building Commissioner in consultation with the Chair of the Board of Appeals. Special Conditions: 1. Petitioner is to obtain a letter from the Salem Police Department confirming the department received and reviewed an updated safety and security plan. City of Salem Board of Appeals August 4, 2021 Project: 462 Highland Avenue Page 4 of 4 2. All conditions from the December 3, 2018 Zoning Board of Appeals decision are incorporated herein. __________________________ Mike Duffy, Chair Board of Appeals A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK. Appeal from this decision, if any, shall be made pursuant to Section 17 of the Massachusetts General Laws Chapter 40A, and shall be filed within 20 days of filing of this decision in the office of the City Clerk. Pursuant to the Massachusetts General Laws Chapter 40A, Section 11, the Variance or Special Permit granted herein shall not take effect until a copy of the decision bearing the certificate of the City Clerk has been filed with the Essex South Registry of Deeds.