HomeMy WebLinkAboutEnroachment & Revocable Permit - 2002 Miami St. - H & A Properties
ELIZABETH A. MARADIK GARY A. GILOT JORDAN V. GATHERS JOSEPH R. MOLNAR MURRAY L. MILLER
1316 COUNTY-CITY BUILDING
227 W. JEFFERSON BOULEVARD
SOUTH BEND, INDIANA 46601-1830
PHONE 574/ 235-9251
FAX 574/ 235-9171
CITY OF SOUTH BEND JAMES MUELLER, MAYOR
BOARD OF PUBLIC WORKS
January 25, 2022
Mr. Avromi Klor
H & A Properties
2002 Miami St.
South Bend, IN 46613
Avromi@haproperties.co
RE: Encroachment into Public Right-of-Way – 2002 Miami St.
Dear Mr. Klor:
At its January 25, 2022 meeting, the Board of Public Works approved your request for
the installation of a framed canopy roof and cantilevered pergola at 2002 Miami St. This
encroachment was approved subject to the improvements not becoming a safety hazard.
Enclosed please find copies of the permit and application.
The Department of Community Investment states approval provided the encroachment
meets the minimum required clearance height. The encroachment will be permitted to remain
and continue until such time as the Board of Public Works of the City of South Bend shall
determine that such encroachment is in any way impairing or interfering with the highway or
with the free and safe flow of traffic thereon. Said encroachment shall not in any way prejudice
or preclude the City’s rights with respect to the future use of that portion of the right-of-way.
If you have any further questions, please call this office at (574) 235-9251.
Sincerely,
/s/ Laura Hensley/Acting
Clerk
Enclosures
INTEROFFICE MEMORANDUM
BOARD OF PUBLIC WORKS
DATE:
TO:
January 4, 2022
Zach Hurst, Engineering Department
Gerard Ellis, Fire Department
Chris Dressel, Community Investment
FROM: Laura Hensley, Acting Clerk
SUBJECT:
ENCROACHMENT RECOMMENDATION
Revocable Encroachment – H & A Properties
LOCATION: 2002 Miami Street
PLEASE INSERT YOUR RECOMMENDATIONS IN THE APPROPRIATE FIELD BELOW,
BASED ON THE FOLLOWING CRITERIA:
1. It has been determined that this encroachment in no way impairs the highway or
with the free and safe flow of traffic thereon, and it is recommended that the
encroachment be permitted to remain.
2. Said encroachment shall not in any way prejudice or preclude the City’s rights with
respect to the future use of the portion of the right-of-way.
PUBLIC WORKS: Recommended for approval
COMMUNITY INVESTMENT: Recommended for approval provided the encroachment
meets the minimum required clearance height.
FIRE: Recommended
January 25, 2022
CCOPYRIGHT SPALDING DESIGN GROUP, LLC 2021PHONE: 574-255-2422FAX: 574-257-9286106 LINCOLN WAY EASTMISHAWAKA, IN 46544FILEDATEDRWN BYCHCK BYMDFJFS2021-0104v412-13-2021Plan For: H&A PropertiesLocation: 2002 Miami St., South Bend, INSQUARE FOOTAGEDocumentationThese architectural drawings are for the general scope of work to be performed in terms of design concept. The scope of these drawings include: architectural building elements, building size, building structure, mechanical, electrical, and plumbing systems. These drawings are not intended to cover all documentation necessary to perform the work. Individual trade contractors, subcontractors, and suppliers shall provide all required documentation for the purpose of completing the work.Existing Building:Rooftop Deck:Storage:Total:3,4294201103,959CINDEXCOVER PAGELocationVicinityIndex of PlansGeneralCover Page...........................................................................................CivilSite Plan...............................................................................................Life SafetyLife Safety Plans...................................................................................Existing ConditionsAs-Built Floor Plan..............................................................................As-Built Roof Plan...............................................................................As-Built Elevations..............................................................................DemolitionDemolition Plan....................................................................................StructuralPergola & Roof Framing Plans............................................................ArchitecturalFirst Floor Plan....................................................................................Rooftop Deck Plan..............................................................................Roof Plan.............................................................................................North & South Elevations....................................................................East & West Elevations........................................................................Cross Sections......................................................................................ElectricalElectrical Plans.....................................................................................INDEXLS1.0SP1.0AB1.0AB1.1AB2.0AD1.0S1.0A1.0A1.1A1.2A2.0A2.1A3.0E1.02002 Miami Street, South Bend, IN 46613COMMERCIAL REMODEL
E. Bowman St.Miami St.existing building40.00'120.00'scope of workexisting parking lotalleyexisting sidewalk120.00'40.00'01530 45graphic scaleNcantilever at second floor levelawning at first floor level2.00'16.00' +/-1.00'17.00'2.00'2.00'14.00'9.75'cantilevered pergola at second floor levelCCOPYRIGHT SPALDING DESIGN GROUP, LLC 2021PHONE: 574-255-2422FAX: 574-257-9286106 LINCOLN WAY EASTMISHAWAKA, IN 46544FILEDATEDRWN BYCHCK BYMDFJFS2021-0104v412-13-2021Plan For: H&A PropertiesLocation: 2002 Miami St., South Bend, INSQUARE FOOTAGEDocumentationThese architectural drawings are for the general scope of work to be performed in terms of design concept. The scope of these drawings include: architectural building elements, building size, building structure, mechanical, electrical, and plumbing systems. These drawings are not intended to cover all documentation necessary to perform the work. Individual trade contractors, subcontractors, and suppliers shall provide all required documentation for the purpose of completing the work.Existing Building:Rooftop Deck:Storage:Total:3,4294201103,959CSP1.0SITE PLAN1" = 10'-0"1SP1.0SITE PLAN
3WPWPWPGFI1 hour rated walls1 hour rated wall20 min. doorOFFICE100CONFERENCEROOM101STAFFROOM102RSTRM103RSTRM104MECH105unobstructed travel path94'-2"84'-1"NROOFTOP DECKEXISTING ROOFSTORAGE200CPTD < 75'NLIFE SAFETY LEGENDLIFE SAFETY SYMBOLSWAYFINDING DEVICESFEEMERGENCY LIGHTREMOTE EMERGENCY HEADEXIT/EMERGENCY LIGHTFIRE EXTINGUISHER I-A:10-B:CDIAGONAL DIMENSION OF SPACEDISTANCE BETWEEN EXITSEXIT ACCESS TRAVEL DISTANCECOMMON PATH TRAVEL DISTANCETOP EXISTING SLABTOP EXISTING ROOF DECKUL U305new 2x4 load bearing wallnew wood staircaseexisting conc. slabextend drywall to underside of sheathing(1) layer 5/8" Type X gypsum board each side of walljoist hangerdbl. 2x12 rim joist w/plywood spacer2x4 treated platecontractor to provide (1) layer 5/8" Type X gypsum board above 8' AFF -owner to provide gypsum board from TFF to 8' AFFCCOPYRIGHT SPALDING DESIGN GROUP, LLC 2021PHONE: 574-255-2422FAX: 574-257-9286106 LINCOLN WAY EASTMISHAWAKA, IN 46544FILEDATEDRWN BYCHCK BYMDFJFS2021-0104v412-13-2021Plan For: H&A PropertiesLocation: 2002 Miami St., South Bend, INSQUARE FOOTAGEDocumentationThese architectural drawings are for the general scope of work to be performed in terms of design concept. The scope of these drawings include: architectural building elements, building size, building structure, mechanical, electrical, and plumbing systems. These drawings are not intended to cover all documentation necessary to perform the work. Individual trade contractors, subcontractors, and suppliers shall provide all required documentation for the purpose of completing the work.Existing Building:Rooftop Deck:Storage:Total:3,4294201103,959CLS1.0LIFE SAFETY PLANS1/4" = 1'-0"1LS1.0FIRST FLOOR LIFE SAFETY PLAN1/4" = 1'-0"2LS1.0ROOFTOP DECK LIFE SAFETY PLAN3LS1.01 HOUR WALL DETAIL
OFFICE100CONFERENCEROOM101STAFFROOM102RSTRM103RSTRM104MECH105NCCOPYRIGHT SPALDING DESIGN GROUP, LLC 2021PHONE: 574-255-2422FAX: 574-257-9286106 LINCOLN WAY EASTMISHAWAKA, IN 46544FILEDATEDRWN BYCHCK BYMDFJFS2021-0104v412-13-2021Plan For: H&A PropertiesLocation: 2002 Miami St., South Bend, INSQUARE FOOTAGEDocumentationThese architectural drawings are for the general scope of work to be performed in terms of design concept. The scope of these drawings include: architectural building elements, building size, building structure, mechanical, electrical, and plumbing systems. These drawings are not intended to cover all documentation necessary to perform the work. Individual trade contractors, subcontractors, and suppliers shall provide all required documentation for the purpose of completing the work.Existing Building:Rooftop Deck:Storage:Total:3,4294201103,959CAB1.0AS BUILT FLOORPLAN1/4" = 1'-0"1AB1.0AS-BUILT FLOOR PLAN
NCCOPYRIGHT SPALDING DESIGN GROUP, LLC 2021PHONE: 574-255-2422FAX: 574-257-9286106 LINCOLN WAY EASTMISHAWAKA, IN 46544FILEDATEDRWN BYCHCK BYMDFJFS2021-0104v412-13-2021Plan For: H&A PropertiesLocation: 2002 Miami St., South Bend, INSQUARE FOOTAGEDocumentationThese architectural drawings are for the general scope of work to be performed in terms of design concept. The scope of these drawings include: architectural building elements, building size, building structure, mechanical, electrical, and plumbing systems. These drawings are not intended to cover all documentation necessary to perform the work. Individual trade contractors, subcontractors, and suppliers shall provide all required documentation for the purpose of completing the work.Existing Building:Rooftop Deck:Storage:Total:3,4294201103,959CAB1.1AS-BUILT ROOFPLAN1/4" = 1'-0"1AB1.1AS-BUILT ROOF PLAN
CCOPYRIGHT SPALDING DESIGN GROUP, LLC 2021PHONE: 574-255-2422FAX: 574-257-9286106 LINCOLN WAY EASTMISHAWAKA, IN 46544FILEDATEDRWN BYCHCK BYMDFJFS2021-0104v412-13-2021Plan For: H&A PropertiesLocation: 2002 Miami St., South Bend, INSQUARE FOOTAGEDocumentationThese architectural drawings are for the general scope of work to be performed in terms of design concept. The scope of these drawings include: architectural building elements, building size, building structure, mechanical, electrical, and plumbing systems. These drawings are not intended to cover all documentation necessary to perform the work. Individual trade contractors, subcontractors, and suppliers shall provide all required documentation for the purpose of completing the work.Existing Building:Rooftop Deck:Storage:Total:3,4294201103,959CAB2.0AS-BUILTELEVATIONS1/4" = 1'-0"1AB2.0AS-BUILT NORTH ELEVATION1/4" = 1'-0"3AB2.0AS-BUILT EAST ELEVATION1/4" = 1'-0"4AB2.0AS-BUILT WEST ELEVATION1/4" = 1'-0"2AB2.0AS-BUILT SOUTH ELEVATION
remove portion of existing joistsremove portion of existing wallremove and replace existing doorMECH105OFFICE100CONFERENCEROOM101STAFFROOM102RSTRM103RSTRM1044' - 0"15' - 1" V.I.F.12' - 5 1/2" V.I.F.NGENERAL DEMOLITION NOTES1. Contractors for all work shall inspect and verify all conditions prior to the commencement of their contract.This shall include impact from demolition activities.2. Demolition shall be done in a sequence that prevents water damage from occurring during construction. Allmaterial removal shall be done in a workmanlike fashion.3. Contractor shall review all documents related to the construction to confirm items to be saved and reused.4. Utility services shall remain active during the CONSTRUCTIONduration. Should service need to be interrupted, the contractor shall give the owner 48 hours notice.5. All efforts shall be made to minimize dust and debris fromaffecting adjacent properties.6. Shoring and bracing for the removal of supporting structuralelements is the sole responsibility of the general contractor.CCOPYRIGHT SPALDING DESIGN GROUP, LLC 2021PHONE: 574-255-2422FAX: 574-257-9286106 LINCOLN WAY EASTMISHAWAKA, IN 46544FILEDATEDRWN BYCHCK BYMDFJFS2021-0104v412-13-2021Plan For: H&A PropertiesLocation: 2002 Miami St., South Bend, INSQUARE FOOTAGEDocumentationThese architectural drawings are for the general scope of work to be performed in terms of design concept. The scope of these drawings include: architectural building elements, building size, building structure, mechanical, electrical, and plumbing systems. These drawings are not intended to cover all documentation necessary to perform the work. Individual trade contractors, subcontractors, and suppliers shall provide all required documentation for the purpose of completing the work.Existing Building:Rooftop Deck:Storage:Total:3,4294201103,959CAD1.0DEMOLITION PLAN1/4" = 1'-0"1AD1.0DEMOLITION PLAN
D1D1ROOFTOP DECKdownstairspostSTORAGE2002x cedar pergola joists @ 16" o.c.(2)2x12 cedar pergola beamEXISTING ROOFEXEXAACCCABAAcricket2' - 0"postcantilever LVLcantilever LVLledgerledgerN1/2 : 12 (new roof)new roofEXISTING ROOF1/2 : 12 (new roof)1' - 0"8"cricket formed from roof insulationNEW ROOFNEW ROOFnew subfascianew 2x8 rafters @ 24" o.c. (align w/existing joists below)new subfascia4"1' - 0"8"4"new subfascianew 2x12 rafters @ 16" o.c.new subfasciacricket formed from roof insulationNCCOPYRIGHT SPALDING DESIGN GROUP, LLC 2021PHONE: 574-255-2422FAX: 574-257-9286106 LINCOLN WAY EASTMISHAWAKA, IN 46544FILEDATEDRWN BYCHCK BYMDFJFS2021-0104v412-13-2021Plan For: H&A PropertiesLocation: 2002 Miami St., South Bend, INSQUARE FOOTAGEDocumentationThese architectural drawings are for the general scope of work to be performed in terms of design concept. The scope of these drawings include: architectural building elements, building size, building structure, mechanical, electrical, and plumbing systems. These drawings are not intended to cover all documentation necessary to perform the work. Individual trade contractors, subcontractors, and suppliers shall provide all required documentation for the purpose of completing the work.Existing Building:Rooftop Deck:Storage:Total:3,4294201103,959CS1.0PERGOLA & ROOFFRAMING PLANS1/4" = 1'-0"1S1.0PERGOLA FRAMING PLAN1/4" = 1'-0"2S1.0ROOF FRAMING PLAN
5' - 0"38' - 0"66' - 9 3/4" +/-13' - 0"1A3.03A3.05' - 4 7/8"3' - 9"4A3.02A3.0EXEXEXEXEXEXEXEXEXEXEXEXEXEXEXEXEXEXEXEXEXEXEEDE4' - 0"2' - 4"EXEXEXEXEXEXEXEXEXEXD2EXD31' - 0"17' - 5"5' - 0"4' - 0"existing beamblock existing joists at fence post locationsupstairsnew wood staircasehandrailNote:-Stair rise may not exceed 7"-Stair run may not be less than 11"-Headroom may not be less than 6'-8"existing storefront windowstriple existing joist under 6x6 cedar post abovenew load bearing wallexisting columnexisting columnOFFICE100CONFERENCEROOM101STAFFROOM102RSTRM103RSTRM104MECH105existing windowexisting stepsexisting windowexisting windowsall fixtures existingall fixtures existingall equipment existing10' - 1 1/2"replace existing doornew canopy abovenew solid blockingnew solid blockingnew 30"x30"x12" conc. pad w/(3) #5 rebar e.w.new 30"x30"x12" conc. pad w/(3) #5 rebar e.w.3A1.0new solid blockingnew solid blockingnew 30"x30"x12" conc. pad w/(3) #5 rebar e.w.new 30"x30"x12" conc. pad w/(3) #5 rebar e.w.2A1.1new wood beamNvinyl fence panelroof membrane(2)layers LVL blocking btw. existing joistsrepair or replace existing decking as requiredLVL blocking on top of existing roof decking Spax 5/16" x 12" galvanized lags -verify anchorage through bottom layer of blockingSpax 1/4" x 6" or longer structural framing screwsTOP EXISTING SLABexisting2' - 6"1' - 0"3" coverexisting conc. slabnew conc. pad(3) #5 rebar e.w.existing conc. slabpin new pad to existing conc. slab w/#5 rebar 8" o.c.new solid blockingCCOPYRIGHT SPALDING DESIGN GROUP, LLC 2021PHONE: 574-255-2422FAX: 574-257-9286106 LINCOLN WAY EASTMISHAWAKA, IN 46544FILEDATEDRWN BYCHCK BYMDFJFS2021-0104v412-13-2021Plan For: H&A PropertiesLocation: 2002 Miami St., South Bend, INSQUARE FOOTAGEDocumentationThese architectural drawings are for the general scope of work to be performed in terms of design concept. The scope of these drawings include: architectural building elements, building size, building structure, mechanical, electrical, and plumbing systems. These drawings are not intended to cover all documentation necessary to perform the work. Individual trade contractors, subcontractors, and suppliers shall provide all required documentation for the purpose of completing the work.Existing Building:Rooftop Deck:Storage:Total:3,4294201103,959CA1.0FIRST FLOOR PLAN1/4" = 1'-0"1A1.0FIRST FLOOR PLANWALL SCHEDULELabel DescriptionConsructionRemarksA2x6 exterior wall 2x6 studs @ 16" oc. w/(2) 2x6 top plate and (1) 2x6 bottom plate (treated at concrete contact) w/ 7/16" ZIP sheathing at exterior side and (1)layer 5/8" Type X gypsum board at interior side and R-19 batt insulation in wall cavityB2x6 exterior wall 2x6 studs @ 16" oc. w/(2) 2x6 top plate and (1) 2x6 bottom plate (treated at concrete contact) w/ 7/16" ZIP sheathing at exterior side and (1)layer 5/8" Type X gypsum board at interior side and R-19 batt insulation in wall cavityC2x4 exterior wall 2x4 studs @ 16" oc. w/(2) 2x4 top plate and (1) 2x6 bottom plate w/ 7/16" ZIP sheathing at each side of wallD2x4 interior wall 2x4 studs @ 16" oc. w/dbl. 2x4 top plate and (1) 2x4 bottom plate (treated at concrete contact) w/1/2" gypsum board each side of wall Gypsum board by ownerE2x4 1-hour ratedwall2x4 studs @ 16" oc. w/dbl. 2x4 top plate and (1) 2x4 bottom plate (treated at concrete contact) w/ 5/8" Type X gypsum board each side of wallextending to underside of roof sheathingGypsum board by ownerEXExisting wall ExistingDOOR SCHEDULEType Mark WidthHeightOperation Door Material Frame Material Fire RatingRemarksD13' - 0"7' - 0"SwingSteelHMNAD26' - 0"7' - 0"Pair swing SteelHMNAVerify existing masonry openingD33' - 0"7' - 0"SwingSteelHM20 Min.EX<varies> 7' - 0"SwingExistingExistingNAExisting door2A1.0JOIST BLOCKING DETAIL3A1.0CONCRETE PAD DETAIL
1A3.03A3.012' - 0"21' - 0"5' - 5 1/8"12' - 0"2' - 4"4' - 0"15' - 1"5' - 0"D1D14' - 8 1/8"4A3.02A3.04' - 9 1/2"ROOFTOP DECKrubber flooring420 SF7'h vinyl fence -posts permanently attached to existing roof framingblock existing joists below at fence post and cable rail post locations(see detail 2/A1.0)6' - 0"6' - 0" +/-12' - 0" +/-downstairsnew wood staircasehandrailnew 12'w x 3'h storefront windowNote:-Stair rise may not exceed 7"-Stair run may not be less than 11"-Headroom may not be less than 6'-8"cable railing - posts permanently attached to existing roof framingcable railing12' - 0"rubber flooring directly applied to existing membrane roofingmembrane roofingrubber flooringrubber flooring directly applied to existing membrane roofingpergola post (triple existing joist under post for anchorage) -post spec. T.B.D.STORAGE2002x cedar pergola joists @ 16" o.c.(2)2x12 cedar pergola beamEXISTING ROOF21' - 0"29' - 1"EXEXAACCCABAAANote:Railings must extend min. 3'-6" above walking surface and may not have openings through which a sphere 4" or larger may pass.20' - 5"10' - 6"8' - 2"3/0 gatelanding2' - 8 1/2"2' - 8 5/8"5' - 5 1/8"21' - 0"2' - 0"17' - 0"2' - 0"33' - 0"1' - 0"7' - 6"7' - 6"1' - 0"cricket2x4 boxed out detail6' - 0"6' - 0"form cricket from roof insulation2A1.05' - 7 3/8" +/-5' - 7 3/8" +/-5' - 7 3/8" +/-5' - 7 3/8" +/-1' - 0"1' - 0"5' - 5 1/8"2A1.16' - 0"9' - 10 3/4"18' - 0 1/2"5' - 4" +/-5' - 4" +/-5' - 4" +/-5' - 4" +/-5' - 4" +/-5' - 4" +/-16' - 2 1/8"min. 1' - 0"BNTOP 1ST FLOOR WALLSTOP STAIR TOWER WALLS (LOW SIDE)TOP NEW LANDINGTOP NEW PARAPET2' - 1 1/2"8' - 1 1/8"3' - 0"1' - 0"pitch top of boxout min. 1/8" per LF5/8" roof sheathingdbl. 2x4 platenew rafters @ 16" o.c.2x4 furred out wallnew 2x6 wallexisting CMU wall2x4 framing boxed out from exterior wall7/16" ZIP sheathingdbl. 2x6 top platenew staircaseledgeCCOPYRIGHT SPALDING DESIGN GROUP, LLC 2021PHONE: 574-255-2422FAX: 574-257-9286106 LINCOLN WAY EASTMISHAWAKA, IN 46544FILEDATEDRWN BYCHCK BYMDFJFS2021-0104v412-13-2021Plan For: H&A PropertiesLocation: 2002 Miami St., South Bend, INSQUARE FOOTAGEDocumentationThese architectural drawings are for the general scope of work to be performed in terms of design concept. The scope of these drawings include: architectural building elements, building size, building structure, mechanical, electrical, and plumbing systems. These drawings are not intended to cover all documentation necessary to perform the work. Individual trade contractors, subcontractors, and suppliers shall provide all required documentation for the purpose of completing the work.Existing Building:Rooftop Deck:Storage:Total:3,4294201103,959CA1.1ROOFTOP DECKPLAN1/4" = 1'-0"1A1.1ROOFTOP DECK PLANWALL SCHEDULELabel DescriptionConsructionRemarksA2x6 exterior wall 2x6 studs @ 16" oc. w/(2) 2x6 top plate and (1) 2x6 bottom plate (treated at concrete contact) w/ 7/16" ZIP sheathing at exterior side and (1)layer 5/8" Type X gypsum board at interior side and R-19 batt insulation in wall cavityB2x6 exterior wall 2x6 studs @ 16" oc. w/(2) 2x6 top plate and (1) 2x6 bottom plate (treated at concrete contact) w/ 7/16" ZIP sheathing at exterior side and (1)layer 5/8" Type X gypsum board at interior side and R-19 batt insulation in wall cavityC2x4 exterior wall 2x4 studs @ 16" oc. w/(2) 2x4 top plate and (1) 2x6 bottom plate w/ 7/16" ZIP sheathing at each side of wallD2x4 interior wall 2x4 studs @ 16" oc. w/dbl. 2x4 top plate and (1) 2x4 bottom plate (treated at concrete contact) w/1/2" gypsum board each side of wall Gypsum board by ownerE2x4 1-hour ratedwall2x4 studs @ 16" oc. w/dbl. 2x4 top plate and (1) 2x4 bottom plate (treated at concrete contact) w/ 5/8" Type X gypsum board each side of wallextending to underside of roof sheathingGypsum board by ownerEXExisting wall ExistingDOOR SCHEDULEType Mark WidthHeightOperation Door Material Frame Material Fire RatingRemarksD13' - 0"7' - 0"SwingSteelHMNAD26' - 0"7' - 0"Pair swing SteelHMNAVerify existing masonry openingD33' - 0"7' - 0"SwingSteelHM20 Min.EX<varies> 7' - 0"SwingExistingExistingNAExisting door2A1.1BOXOUT FRAMING DETAIL
1A3.03A3.04A3.02A3.0ROOFTOP DECKrubber flooring1/2 : 12 (new roof)new roofexisting membrane roofing6x6 cedar post (triple existing joist under post for anchorage)2x cedar pergola joists @ 16" o.c.(2)2x12 cedarpergola beamEXISTING ROOF1/2 : 12 (new roof)new roofnew Durolast membrane roofing1' - 0"8"cricketcricket2A1.0scupper (located in stud bay) -typ. of 34' - 4 1/2" +/-4' - 0"4' - 0"4' - 4 1/2" +/-(fin.)2' - 0"16' - 9" +/-NEW ROOFNEW ROOFnew Durolast membrane roofingnew framed canopy2A1.1N2' - 5"3' - 0"2' - 0"4"new facade wallblockingawning supportscupperexisting insulationexisting joistsnew fin. ceiling(3) 2x4 curb blocking2x12 subfascia2x12 rafters @ 16" o.c.pitched 1/8" per LF5" simulated wood Vesta Plank siding2x4 soffit framed down from 2x12 raftersexisting framingplywood sheathingCCOPYRIGHT SPALDING DESIGN GROUP, LLC 2021PHONE: 574-255-2422FAX: 574-257-9286106 LINCOLN WAY EASTMISHAWAKA, IN 46544FILEDATEDRWN BYCHCK BYMDFJFS2021-0104v412-13-2021Plan For: H&A PropertiesLocation: 2002 Miami St., South Bend, INSQUARE FOOTAGEDocumentationThese architectural drawings are for the general scope of work to be performed in terms of design concept. The scope of these drawings include: architectural building elements, building size, building structure, mechanical, electrical, and plumbing systems. These drawings are not intended to cover all documentation necessary to perform the work. Individual trade contractors, subcontractors, and suppliers shall provide all required documentation for the purpose of completing the work.Existing Building:Rooftop Deck:Storage:Total:3,4294201103,959CA1.2ROOF PLAN1/4" = 1'-0"1A1.2ROOF PLAN2A1.2CANOPY DETAIL
TOP EXISTING SLABTOP STAIR TOWER WALLS (LOW SIDE)TOP NEW LANDING11' - 1 1/2" +/-8' - 1 1/8"3' - 0"12" Pac Clad flush wall panel systemmetal copingnew storefront windowsexisting storefront windowspaint existing masonry wallcable railingcedar pergolaremove and replace doorsTOP NEW PARAPET17' - 0"1' - 0"1' - 6"5" simulated wood Vesta Plank siding1' - 6"1' - 0"1' - 6"6"contractor to remove and replace existing siding & sheathing w/new 7/16" ZIP sheathing and Pac Clad flush wall panel systemTOP EXISTING SLABTOP STAIR TOWER WALLS (LOW SIDE)TOP NEW LANDING3' - 0"8' - 1 1/8"11' - 1 1/2" +/-metal copingpaint existing masonry wallcedar pergola beamTOP NEW PARAPET12" Pac Clad flush wall panel systemCCOPYRIGHT SPALDING DESIGN GROUP, LLC 2021PHONE: 574-255-2422FAX: 574-257-9286106 LINCOLN WAY EASTMISHAWAKA, IN 46544FILEDATEDRWN BYCHCK BYMDFJFS2021-0104v412-13-2021Plan For: H&A PropertiesLocation: 2002 Miami St., South Bend, INSQUARE FOOTAGEDocumentationThese architectural drawings are for the general scope of work to be performed in terms of design concept. The scope of these drawings include: architectural building elements, building size, building structure, mechanical, electrical, and plumbing systems. These drawings are not intended to cover all documentation necessary to perform the work. Individual trade contractors, subcontractors, and suppliers shall provide all required documentation for the purpose of completing the work.Existing Building:Rooftop Deck:Storage:Total:3,4294201103,959CA2.0NORTH & SOUTHELEVATIONS1/4" = 1'-0"1A2.0NORTH ELEVATION1/4" = 1'-0"2A2.0SOUTH ELEVATION
TOP EXISTING SLABTOP STAIR TOWER WALLS (LOW SIDE)TOP NEW LANDING11' - 1 1/2" +/-8' - 1 1/8"3' - 0"metal copingexisting windowpaint existing masonry wall7'h vinyl fenceexisting windowexisting doorexisting windowTOP NEW PARAPET12" Pac Clad flush wall panel system1' - 0"TOP EXISTING SLABTOP STAIR TOWER WALLS (LOW SIDE)TOP NEW LANDING11' - 1 1/2"8' - 1 1/8"paint existing CMUexisting storefront windowsexisting storefront windowsexisting stone veneercable railingmin. 3' - 6"1/2 : 12metal soffitmetal fasciametal copingexisting storefront windowswood pergolaTOP NEW PARAPETcontractor to remove and replace existing siding & sheathing w/new 7/16" ZIP sheathing and Pac Clad flush wall panel systemcontractor to remove and replace existing siding & sheathing w/new 7/16" ZIP sheathing and Pac Clad flush wall panel system2' - 0"1' - 0"CCOPYRIGHT SPALDING DESIGN GROUP, LLC 2021PHONE: 574-255-2422FAX: 574-257-9286106 LINCOLN WAY EASTMISHAWAKA, IN 46544FILEDATEDRWN BYCHCK BYMDFJFS2021-0104v412-13-2021Plan For: H&A PropertiesLocation: 2002 Miami St., South Bend, INSQUARE FOOTAGEDocumentationThese architectural drawings are for the general scope of work to be performed in terms of design concept. The scope of these drawings include: architectural building elements, building size, building structure, mechanical, electrical, and plumbing systems. These drawings are not intended to cover all documentation necessary to perform the work. Individual trade contractors, subcontractors, and suppliers shall provide all required documentation for the purpose of completing the work.Existing Building:Rooftop Deck:Storage:Total:3,4294201103,959CA2.1EAST & WESTELEVATIONS1/4" = 1'-0"1A2.1EAST ELEVATION1/4" = 1'-0"2A2.1WEST ELEVATION3A2.1NORTHWEST ISOMETRIC VIEW4A2.1SOUTHEAST ISOMETRIC VIEW
TOP EXISTING SLABTOP EXISTING ROOF DECKTOP STAIR TOWER WALLS (LOW SIDE)TOP NEW LANDING8' - 1 1/8"1' - 0"10' - 1 1/2"1' - 0"(existing)10' - 1 1/2" +/-dbl. 2x12 stringer(typ. of 3)handrailnew 12'w x 3'h storefront windowexisting storefront windows2x12 rafters @ 16" o.c.2x cedar pergola joists @ 16" o.c.EXEABAcable railingextend gypsum board to underside of roof sheathingexisting 2x12 joists @ 24" o.c.existing roof sheathingNote:-Stair rise may not exceed 7"-Stair run may not be less than 11"-Headroom may not be less than 6'-8"cantilevered LVL beamexisting CMU wallmax. 7"min. 6' - 8"cricketexisting conc. slab (contractor to verify minimum 2,500 psf bearing capacity)flashing per membrane roofing manufacturer's instructionsflashing per membrane roofing manufacturer's instructions11' - 1 1/2" +/-min. 11"3' - 0"TOP NEW PARAPETmin. 3' - 9"existing roof insulationrubber flooring directly applied to existing membrane roofing1/2 : 12ledge21' - 0"5' - 0"12" Pac Clad flush wall panel systemTOP EXISTING SLABTOP STAIR TOWER WALLS (LOW SIDE)TOP NEW LANDING11' - 1 1/2"8' - 1 1/8"existing 2x12 joists @ 24" o.c.existing roof sheathingexisting conc. slab (contractor to verify minimum 2,500 psf bearing capacity)12" Pac Clad flush wall panel system1/2 : 12existing CMU wallEXEXBDcable railingnew 7'h vinyl fenceexisting doorexisting windowNote:Provide blocking for railing anchorageTOP NEW PARAPETnew conc. pad3' - 0"new beamnew solid blockingTOP EXISTING SLABTOP STAIR TOWER WALLS (LOW SIDE)TOP NEW LANDINGEXEDAnew 7'h vinyl fence2x cedar pergola joists @ 16" o.c.batt insulationextend gypsum board to underside of roof sheathing1/2 : 12existing 2x12 joists @ 24" o.c.existing roof sheathingexisting CMU wall2x12 rafters @ 16" o.c.new storefront windowwood cladding applied to wall faceexisting conc. slab (contractor to verify minimum 2,500 psf bearing capacity)Simpson Strong Tie or equal column capSimpson Strong Tie or equal post baseflashing per membrane roofing manufacturer's instructions5/8" Type X drywall(2) 2x12 cedar beam2x cedar pergola ledger w/flashing over and (2) lag screws to each wall studTOP NEW PARAPET12" Pac Clad flush wall panel system11' - 1 1/2"8' - 1 1/8"3' - 0"TOP EXISTING SLABTOP STAIR TOWER WALLS (LOW SIDE)TOP NEW LANDING11' - 1 1/2"8' - 1 1/8"dbl. 2x12 stringercable railingnew 7'h vinyl fence2x cedar pergola joists @ 16" o.c.batt insulationextend gypsum board to underside of roof sheathing1/2 : 12existing 2x12 joists @ 24" o.c.existing roof sheathingexisting conc. slab (contractor to verify minimum 2,500 psf bearing capacity)existing CMU wall2x12 rafters @ 16" o.c.EXEXEDACAEXexisting door7' - 0"handrailnew wood staircasenew storefront windowlandingSimpson Strong Tie or equal column capSimpson Strong Tie or equal post baseexisting steel beamflashing per membrane roofing manufacturer's instructionsflashing per membrane roofing manufacturer's instructionsTOP NEW PARAPETnew beamnew solid blockingnew conc. pad12" Pac Clad flush wall panel system3' - 0"5" simulated wood Vesta Plank sidingCCOPYRIGHT SPALDING DESIGN GROUP, LLC 2021PHONE: 574-255-2422FAX: 574-257-9286106 LINCOLN WAY EASTMISHAWAKA, IN 46544FILEDATEDRWN BYCHCK BYMDFJFS2021-0104v412-13-2021Plan For: H&A PropertiesLocation: 2002 Miami St., South Bend, INSQUARE FOOTAGEDocumentationThese architectural drawings are for the general scope of work to be performed in terms of design concept. The scope of these drawings include: architectural building elements, building size, building structure, mechanical, electrical, and plumbing systems. These drawings are not intended to cover all documentation necessary to perform the work. Individual trade contractors, subcontractors, and suppliers shall provide all required documentation for the purpose of completing the work.Existing Building:Rooftop Deck:Storage:Total:3,4294201103,959CA3.0CROSS SECTIONS1/4" = 1'-0"1A3.0SECTION A1/4" = 1'-0"3A3.0SECTION C1/4" = 1'-0"4A3.0SECTION D1/4" = 1'-0"2A3.0SECTION B
33WPWPWPGFIGFI3OFFICE100CONFERENCEROOM101STAFFROOM102RSTRM103RSTRM104MECH105to existing lighting controlsROOFTOP DECKSTORAGE200EXISTING ROOFWP wall sconce (typ.)120V duplex receptacleELECTRICAL LEGENDground fault circuit interruptprotected receptaclesingle pole switch3-way switchelectrical panelexit/emergency fixture w/lighthard wired w/battery backupemergency light fixturehard wired w/battery backuplay-in fixtureEFANexhaust fanceiling fan120V quad receptacleWP waterproof receptaclefloor/ceiling receptacle240V receptacleTVtelevision receptacletelevision receptacledata receptacleDATAwall sconcewall mounted fixtureceiling mounted fixturewall mounted floodlighttrack lightrecessed fixtureelectric motorVLexhaust fan/light combinationHLVheated exhaust fan/light combinationSDsmoke detectorDPdata patch panelremote emergency headdoor chimeDChigh bay fixtureemergency lightsecurity cameraintercomLED strip lightwaterproof LED strip lightWPLED strip night lightNLLED strip night lightVPLED wall packELECTRICAL NOTES1.ALL ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT NATIONALELECTRICAL CODES, APPLICABLE NFPA, AND CURRENT INDIANA ELECTRICAL CODEAMENDMENTS AS WELL AS ALL APPLICABLE LOCAL CODES AND ORDINANCES.2.ALL DISCONNECTS SHALL HAVE A GROUND BAR AND NEUTRAL BAR.3.COORDINATE ANY AND ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATIONSO AS TO AVOID CONFLICT DURING CONSTRUCTION.4.ALL PANELS TO HAVE TYPED COMPLETED DIRECTIONS INDICATING EQUIPMENTSERVED, ROOMS SERVED AND EQUIPMENT LOCATION OR SPARE SPACE. UPDATEDIRECTIONS AS PANELS ARE ALTERED.5.COORDINATE ALL DEVICES AND OUTLETS ABOVE, BELOW AND ABOUT CASEWORKWITH CASEWORK CONTRACTOR IN ORDER TO LOCATE AT PROPER LOCATION AND HEIGHT.6.VERIFY FINAL LOCATION FOR ROUGH-INS WITH FIELD MEASUREMENTS AND THEREQUIREMENTS OF THE ACTUAL EQUIPMENT TO BE CONNECTED.7.ALL ELECTORAL ITEMS COVERED BY THIS SPECIFICATION SHALL BE U.L. LABELED ANDLISTED FOR THEIR SPECIFIC USE.8.ELECTRICAL CONTRACTOR SHALL NOT CUT OR OTHERWISE ALTER ANY FRAMING MEMBERSWITHOUT WRITTEN PERMISSION.9.ALL PENETRATIONS THROUGH FIRE AND/OR SMOKE RATED ASSEMBLIES SHALL BEFIRE-STOPPED AS REQUIRED BY STATE AND LOCAL ORDINANCES.10.PROVIDE ACCESS PANELS WHERE APPLICABLE TO ALLOW FOR MAINTENANCE ANDSERVICING OF EQUIPMENT.11.BRANCH CIRCUIT WIRING SHALL BE SIZED IN ACCORDANCE WITH CURRENT ELECTRICAL CODE.12.ELECTRICAL SYSTEMS SHALL BE GROUNDED IN COMPLIANCE WITH CURRENT ELECTRICAL CODE.13.MATERIALS AND FIXTURES SHALL BE APPROVED AND LISTED FOR THEIR INTENDED USE.14.MATERIAL AND FIXTURES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.15.ACTUAL ELECTRICAL SYSTEM SHALL BE VERIFIED WITH ACTUAL SITE CONDITIONS ANDSHALL COMPLY WITH ALL CURRENT ELECTRICAL CODES.16.ALL EXTERIOR OUTLETS TO BE GFCI PROTECTED.17.ALL UNDERGROUND WIRING CONDUIT SHALL BE THWN RATED WITH A MINIMUM 300VINSULATION.serviceELECTRICAL RISER DIAGRAMground (typical)meterpanelA/C disconnectto branch circuitsno scaleNNCCOPYRIGHT SPALDING DESIGN GROUP, LLC 2021PHONE: 574-255-2422FAX: 574-257-9286106 LINCOLN WAY EASTMISHAWAKA, IN 46544FILEDATEDRWN BYCHCK BYMDFJFS2021-0104v412-13-2021Plan For: H&A PropertiesLocation: 2002 Miami St., South Bend, INSQUARE FOOTAGEDocumentationThese architectural drawings are for the general scope of work to be performed in terms of design concept. The scope of these drawings include: architectural building elements, building size, building structure, mechanical, electrical, and plumbing systems. These drawings are not intended to cover all documentation necessary to perform the work. Individual trade contractors, subcontractors, and suppliers shall provide all required documentation for the purpose of completing the work.Existing Building:Rooftop Deck:Storage:Total:3,4294201103,959CE1.0ELECTRICAL PLANS1/4" = 1'-0"1E1.0FIRST FLOOR ELECTRICAL PLAN1/4" = 1'-0"2E1.0ROOFTOP DECK ELECTRICAL PLAN