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HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/6/2022RENDERING OF PROPOSED: PHOTO OF EXISTING: GENERAL NOTES: I. ALL WORK SHALL COMPLY WITH LOCAL & STATE CODES, ORDINANCES, AND GOVERNMENT AGENCIES. IN THE EVENT OF A CONFLICT, THE MOST STRINGENT REQUIREMENTS SHALL APPLY. ANY DISCREPANCIES SHALL BE DISCUSSED WITH THE DESIGNERIARCHITECT BEFORE CONSTRUCTION IS COMMENCED. 2. CONTRACTOR SHALL EXAMINE AND VERIFY CONDITIONS OF THE JOB SITE. ANY DISCREPANCY BETWEEN THE DRAWINGS AND EXISTING CONDITIONS SHALL BE RECORDED IN WRITING AND REPORTED TO THE DESIGNERIARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK. REPAIR ALL STRUCTURE FRAMING AN FINISHES AFFECTED BY 3CONTRACTOR T L PATCH AND D S VERDALL EXISTING CONDITIONS R THE SITE INTERIOR AND EXTERIOR NOT TO BE CONSTRUCTION.( ) REMOVED OR DEMOLISHED SHALL BE PROPERLY PROTECTED AGAINST DAMAGE AND POSSIBILITY OF FIRE AND BODILY HARM. 4, ALL PERMITS SHALL BE PROPERLY DISPLAYED ON SITE. GENERAL CONTRACTOR(S) TO BE BONDED/INSURED TO AN AGREEABLE AMOUNT STATED IN THE CONTRACT BETWEEN OWNER AND CONTRACTOR. 5. CONTRACTOR RESPONSIBLE FOR COORDINATION OF ALL TRADES, INCLUDING THOSE ITEMS SUPPLIED BYTHE OWNER. 6. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR. ALL DISCREPANCIES SHALL BE DISCUSSED WITH DESIGNERIARCHITECT PRIOR TO COMMENCEMENT OF WORK. 7, DIMENSIONS OF NEW CONSTRUCTION ARE TO FACE OF FRAMING, UNLESS NOTED OTHERWISE. ALIGN NEW FRAMING WITH EXISTING FRAMING, AND NEW FINISHES WITH EXISTING, TYPICAL. ALL SHEETROCKIGYPSUM WALL BOARD (GWS) SHALL BE 518" UNLESS NOTED OTHERWISE. 8. MATERIAL CHOICES. FIXTURES AND FINISHES NOT SPECIFIED SHALL BE PRE -APPROVED BY OWNER AND DESIGNER/ARCHITECT. ALL MATERIALS/FIXTURES TO BE NEW UNLESS SPECIFIED OTHERWISE AND SHALL NOT BE SUBSTITUTED UNLESS APPROVED BY DESIGNER/ARCHITECT PRIOR TO PURCHASE AND INSTALLATION. 9. ALL CONSTRUCTION MATERIALS SHALL BE PROPERLY STORED AND PROTECTED FROM DAMAGE, THEFT, AND EXCESSIVE HEATICOLDIMOISTURE 10. WOOD IN CONTACT WITH CEMENT OR MASONRY SHALL BE PRESSURE TREATED. 11. PROVIDE ACCESS TO CONCEALED VALVES, DAMPERS, CONTROLS, ,)UNCTION BOXES. ETC. 12- CONTRACTOR SHALL PROVIDE & INSTALL STIFFENERS, BRACING, BLOCKING, BACKING PLATES, & SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF CASEWORK, SHELVING, AND FLOOR MOUNTED OR SUSPENDED MECHANICAL & ELECTRICAL EQUIPMENT. 13. ANY CHANGE ORDERS (WRITTEN OR DRAWN) NECESSARY FOR PROJECT SHALL BE SIGNED BY DESIGNER)ARCHITECT PRIOR TO ORDERING MATERIALS OR MAKING NEW CONSTRUCTION. 14. SHOP DRAWINGS TO BE SUBMITTED FOR ALL CUSTOM DESIGN ELEMENTS AND MILLWORKICABINETRY. DESIGNEWARCHITECT TO SIGN OFF ON SHOP DRAWINGS PRIOR TO CONSTRUCTION COMMENCEMENT. 15. CONSTRUCTION SITE TO BE CLEAN AND TIDY AT END OF JOB. 18. ALL WORK, MATERIALS, AND EQUIPMENT TO BE GUARANTEED FOR ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. 17. SEE A6 01 FOR ADA DIMENSIONS PROJECT OVERVIEW: EXISTING BUILDING DATA: • CONSTRUCTED IN 1909 BY CHARLES RIVETT • REINFORCED CONCRETE EXTERIOR WALLS.12'THICK WOOD -FRAMED FLOOR AND CEILING/ROOF, WOOD SUPPORT COLUMNS/BEAM AT MIDSPAN HISTORIC USES INCLUDE GENERAL STORE 8 GROCERY STORE LARGE MEZZANINE IN NORTH PORTION OF BUILDING BUILT IN 1917 TO PROVIDE FIRST LADIESPUBLIC RESTROOM IN SPRINGFIELD MOST RECENT USE THE SEWING ROOM EXISTING HEATING SYSTEM. LARGE RTU SERVING MAIN COMMERCIAL SPACE; SUPPLEMENTAL WALL • HEATERS IN SMALLER SPACES • EXISTING PLUMBING FIXTURES; 3 KITCHENETTE SINKS, 2 LAVATORY SINKS, 2 TOILETS, 4 WASHER/DRYER HOOKUPS, ONE TANK -STYLE WATER HEATER • NO EXISTING SPRINKLER SYSTEM DEMO SCOPE: • DEMO OF ALL EXISTING INTERIOR ELEMENTS, INCLUDING WALLS, FIXTURES, MEZZANINE, DROPPED CEILINGS • DEMO OF EXISTING WOOD FRAMED FLOOR ASSEMBLY AND INTERIOR WOOD COLUMNS CONCRETE SCOPE: NEW FOOTINGS AS REQUIRED FOR NEW STRUCTURAL SUPPORT • NEW CONCRETE SLABS ON GRADE. ON GROUND FLOOR IN APARTMENT ENTRY LOBBY, STAIRWELLS. AND UVENJORK UNIT SLABS IN 2 COMMERCIAL TENANT SPACES TO BE POURED AS PART OF SEPARATE/FUTURE T.I. PERMITS SITE OVERVIEW: A STREET MAIN STREET S A STREET PIONEER 4TH 5TH 6TH PKWY STREET STREET STREET GLAZING/OPENINGS: • HISTORIC WINDOW/DOOR OPENINGS, PREVIOUSLY INFILLED, TO BE REOPENED AND NEW GLAZING TO BE INSTALLED • RECONSTRUCTION OF EXISTING STOREFRONT GLAZING IN A MANNER THAT IS MORE COMPATIBLE WITH THE HISTORIC CHARACTER OF BUILDING FRAMING: • NEW STEEL MOMENT FRAMES AND FRAMED SHEAR WALLS AND ASSOCIATED FOOTINGS TO BE ERECTED TO SUPPORT EXISTING ROOF,ICEILING STRUCTURE, AND CONSTRUCTION OF 2 NEW STORIES ABOVE • EXTERIOR WALLS- NEW 6• STEEL STUD WALLS FOR APARTMENTS ON LEVELS 2 & 3 • FLOORS- NEW OPEN WEB JOISTS FOR LEVEL 2 FLOOR: NEW TJIS FOR LEVEL 3 FLOOR. WITH STEEL FRAMING AT BALCONIES; NEW TJI'S FOR NEW ROOF STRUCTURE.. NEW CAR -DECKING ASSEMBLY FOR LIVEiWORK UNIT MEZZANINE • INTERIOR BEARING WALLS- STAGGERED STEEL STUD BEARING WALLS BEI WEEN AFAR I MEN I UNITS, BEARING SHEAR WALLS Ar GROUND FLOOR INTERIOR NON-BEARING WALLS - NEW INTERIOR WALLS THROUGHOUT APARTMENT UNITS, ENCLOSING STAIRS, W C., UTILITY ROOM, STORAGE CLOSETS,ETC. • NEW BEAMS,COLUMNS AS INDICATED ON STRUCTURAL DRAWINGS NEW STAIR SYSTEMS THROUGHOUT -(2) EGRESS STAIRS, (12) TYPICAL APARTMENT INTERIOR STAIRS, AMC (1) MEZZANINE STAIR FOR LIVEMORK UNIT FIREILIFE SAFETY: • FIRE RATED ASSEMBLIES- 1 HOUR SEPARATION BETWEEN GROUND FLOOR AND APARTMENTS ON SECOND FLOOR, 1 HOUR BE PNEEN APARTMENTS, I HOUR STAIR ENCLOSURES NEW NPFA-13 SPRINKLER SYSTEM TO BE INSTALLED THROUGHOUT BUILDING, IN ALL ENCLOSED SPACES ON ALL FLOORS, AND UNDER STAIRWELLS PROJECT SITE VICINITY MAP \ NOT I (N) EXTERIOR WALL OF BUILDING (E) EXTERIOR WALL !! I OF BUILDING (N)AWNING I ! I I � i I I / I I , I (E) STREET LIGHT ATTACHED TO TRAFFIC SIGNAL POLE ABOVE UNAFFECTED BY DESIGN (E) TRAFFIC SIGNAL LIGHT POLE MAST . \1 1 (E) ACCESS POINTS IN / LIGHT GRAY. TYP. r I i � 1 \1 1 I A- I yL, l / CURB 11 SEE COOT TRAFFIC STANDARDS FIG 5-90 FOR EXAMPLE OF LOW VOLTAGE UTILITY CLEARANCES + 5.5.4 UTILITY CONFLICTS FOR ACCOMPANYING NARRATIVE 2 SECTION - COOT TRAFFIC STANDARDS - CLEARANCES 1/4" = T-0" EXTERIOR IMPROVEMENTS: NEW PAINT ON EXTERIOR CONCRETE FACADE; NEW UPPER LEVEL WALLS TO BE CLAD IN BRICK -LOOK FIBER -CEMENT PANELS • NEW AWNINGSICANOPIES OVER ENTRANCES ALONG MAIN STREET AND 5TH STREET NEW PLANTER BOXES AND OUTDOOR SEATING ELEMENTS • NEW GOOSENECK WALL -MOUNTED LIGHT FIXTURES AROUND BUILDING NEW BICYCLE PARKING HOOPS SYSTEMS: ELECTRICAL - SERVICE TO BE UPGRADED. INCLUDING NEW METERS AND PANELS, PER SUB AND CODE REQUIREMENTS; NEW WIRING, LIGHTING, AND RECEPTACLES THROUGHOUT', COORDINATION WITH OTHER TRADES FOR POWER REQUIREMENTS FOR EQUIPMENT • HVAC- NEW MINI -SPLITS TO INDEPENDENTLY SERVE EACH APARTMENT UNIT AND EACH COMMERCIAL SPACE NEW EXHAUST DUCTING - FOR (12) RESIDENTIAL KITCHENS AND BATHS LOCATED ON SECOND AND THIRD FLOOR OF UNITS, AND (1) GROUND FLOOR LIVEIWORK UNIT', (2) PUBLIC W.C. ON GROUND FLOOR, AND LAUNDRY IN 2ND FLOOR HALLWAY MECHANICAL CHASE PROVIDED FOR POTENTIAL FUTURE COMMERCIAL KITCHEN IN MAIN COMMERCIAL SPACE. THOUGH EQUIPMENT NOT PART OF THIS PERMIT PLUMBING - NEW METER AND UPSIZED LINE FROM METER INTO BUILDING, TIE INTO EXISTING SANITARY CONNECTION; NEW FIXTURES THROUGHOUT AND SUPPLY WASTE PIPING; FLOOR DRAINS IN GROUND FLOOR W.C.'S. UTILITY ROOM. AND TRASH ALCOVE; NEW UNDERFLOOR 75 -GALLON GREASE TRAP IN UTILITY ROOM; 2 NEW GAS WATER HEATERS IN UTILITY ROOM FIRE SUPPRESSION - NEW SPRINKLER SYSTEM THROUGHOUT; HOT TAP INTO MAIN FIRE SUPPLY LINE ALONG MAIN STREET, BACKFLOW DEVICE IN SW CORNER OF BUILDING, STANDPIPE AND FIRE ALARM PANEL TO BE IN UTILITY ROOM, FIRE DEPARTMENT CONNECTION TO BE AT BE CORNER OF BUILDING ALONG 5TH STREET (E) MAILBOX UNIT . STORM �\ ^... d DRAIN GRATES A STREET STORM - - DRAIN GRATE) ._ ,�.. I STORM STORM DRAIN \\T, DRAIN ' GRATE \\ GRATE N\ ADJACENT PROPERTY \\ \ NOT IN SCOPE LU F - PROPERTY LINE ._(AREA OF WORK) 'a ALLEY 4. // • 33' 0.. 33-0. \\ \\ \ \j \ L I \ yJ h 1 \ y \\ STORM DRAIN i A GRATE AT END I- y 0 �= OF BLOC I "a° I .- MAIN STREET b STORM DRAIN �-GRATE AT END OF BLOCK r STORM DRAIN GRATE 2-3 X2'-9".,TYP STORM DRAIN _._ ._...._ -_STOR M STORM � \\ \ DRAIN DAIN -RATE RATGE .\\\ \ \ I HE SITE IS NOT LOCATED IN THE 100 YEAR FLOODPLAIN, NOR DOES IT HAVE FLOOD BOUNDARIES ON THE SITE AS SPECIFIED IN THE LATEST ADOPTED FEMA FLOOD INSURANCE RATE MAPS THE SITE IS NOT LOCATED IN ANY OF THE TIME OF TRAVEL ZONES, AS SPECIFIED IN SDC 3.3-2W AND DELINEATED ON THE WELL) LEAD PROTECTION AREAS MAP ON FILE IN THE DEVELOPMENT AND PUBLIC WORKS DEPARTMENT VICINITY PLAN PLAN 11.=40,-0, - PROJECT DATA: MAPITAX LOT: 17-03-35-31-08000 SITE ADDRESSES: 448 MAIN STREET SPRINGFIELD, OR 97477 SITE AREA: 40'x 120'(4800 S.F.) BUILDING AREA: EXISTING 1 STORY, 4758 S.F. (FULL LOT COVERAGE) PROPOSED 3 STORIES, 13,408 SF TOTAL LEVEL 1 -4720 S.F. LEVEL 2 - 4362 SF. LEVEL 3-4326 S.F. PROJECT TEAM: OWNER: DAVID LOVEALL MASAKA PROPERTIES, LLC 1657 DELROSE AVENUE SPRINGFIELD OR 97477 PHONE. 541.3459900 EMAIL david@Vreesixteenml015ICe6 mm ARCHITECT: JENNA L FRIBLEY, AIA, LEED AP CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 341 MAIN STREET SPRINGFIELD, OR 97477 PHONE. 541.914.D334 EMAIL: jenna@campf flab com GENERAL CONTRACTOR: RYAN THOMAS RYAN THOMAS CONSTRUCTION, LLC 91069 N WILLAMETTE ST COBURG, OR 97408 PHONE '..541 687 6918 EMAIL. ryan@dnomasconsVuction.com CCB #: 188458 STRUCTURAL ENGINEER: CHARLES (CHUCK) C DU FAULT.. JR., P.E. WOODCHUCK ENGINEERING 3028 GATEWAY LOOP SPRINGFIELD OREGON 97477 PHONE 541.357.5532 EMAIL. Chuck@WoodC.huckEngneedng.com ZONE: MIXED-USE COMMERCIAL CONSTRUCTION TYPE: 55 SPRINKLERS: NEW SYSTEM TO BE INSTALLED THROUGHOUT EXISTING/NEW USES: • EXISTING GROUND FLOOR COMMERCIAL - FORMERLY "THE SEWING ROOM" • ASSUME NEW RESTAURANT AND MERCANTILE COMMERCIAL USES ON THE GROUND FLOOR - TENANTS T.B.D., WILL BE SUBMITTED UNDER SEPARATE T . PERMIT • ONE NEW LIVEIWORK UNIT ON GROUND FLOOR, WORK SPACE ADJACENT TO STOREFRONT NEW RESIDENTIAL UPPER FLOORS -12 NEW APARTMENT UNITS MECHANICAL: CONTACT HARVEY & PRICE 2105 NUGGET WAY EUGENE, OR 97403 PHONE. 541.746.1621 EMAIL CCB #. 77 ELECTRICAL: BRAD ROGERS SUNSET ELECT RIC 3706 SEAVEV LOOP EUGENE. OR 97405 PHONE. 541.915.4863 EMAIL: bmo@sunseleleoMnorg PLUMBING: BEN ELLIS HARVEY & PRICE 2105 NUGGET WAY EUGENE, OR 97403 PHONE: 541 746.1621 EMAIL. bellis@haweyendprice.com CCB #; 77 FIRE SUPPRESSION: JUSTIN ROBERTS HARVEY & PRICE 2105 NUGGET WAV EUGENE OR 97403 PHONE. 541.745 1621 EMAIL: jrobede@hameyandpri .com CCB #: 77 DEFERRED SUBMITTALS: PHOTOMETRIC REPORTS FOR EXTERIOR L IGHTING FIXTURES SHOP DRAWINGS FOR STEEL EGRESS STAIRS SHOP DRAWINGS FOR EXTERIOR CANOPIES ABBREVIATIONS: S . 1 V.I.F. VERIFY IN FIELD CLR. CLEAR 1 MINIMUM MAX. MAXIMUM TYP. \ (E) EXISTING (N) NEW \ CENTER CL CENTERLINE INT. INTERIOR EXT, EXTERIOR T.D. TOP OF B.O. BOTTOM OF I.L. uj w W Z W Wo EL COW LL jZ q ¢ (E) STREET LIGHT ATTACHED TO TRAFFIC SIGNAL POLE ABOVE UNAFFECTED BY DESIGN (E) TRAFFIC SIGNAL LIGHT POLE MAST . \1 1 (E) ACCESS POINTS IN / LIGHT GRAY. TYP. r I i � 1 \1 1 I A- I yL, l / CURB 11 SEE COOT TRAFFIC STANDARDS FIG 5-90 FOR EXAMPLE OF LOW VOLTAGE UTILITY CLEARANCES + 5.5.4 UTILITY CONFLICTS FOR ACCOMPANYING NARRATIVE 2 SECTION - COOT TRAFFIC STANDARDS - CLEARANCES 1/4" = T-0" EXTERIOR IMPROVEMENTS: NEW PAINT ON EXTERIOR CONCRETE FACADE; NEW UPPER LEVEL WALLS TO BE CLAD IN BRICK -LOOK FIBER -CEMENT PANELS • NEW AWNINGSICANOPIES OVER ENTRANCES ALONG MAIN STREET AND 5TH STREET NEW PLANTER BOXES AND OUTDOOR SEATING ELEMENTS • NEW GOOSENECK WALL -MOUNTED LIGHT FIXTURES AROUND BUILDING NEW BICYCLE PARKING HOOPS SYSTEMS: ELECTRICAL - SERVICE TO BE UPGRADED. INCLUDING NEW METERS AND PANELS, PER SUB AND CODE REQUIREMENTS; NEW WIRING, LIGHTING, AND RECEPTACLES THROUGHOUT', COORDINATION WITH OTHER TRADES FOR POWER REQUIREMENTS FOR EQUIPMENT • HVAC- NEW MINI -SPLITS TO INDEPENDENTLY SERVE EACH APARTMENT UNIT AND EACH COMMERCIAL SPACE NEW EXHAUST DUCTING - FOR (12) RESIDENTIAL KITCHENS AND BATHS LOCATED ON SECOND AND THIRD FLOOR OF UNITS, AND (1) GROUND FLOOR LIVEIWORK UNIT', (2) PUBLIC W.C. ON GROUND FLOOR, AND LAUNDRY IN 2ND FLOOR HALLWAY MECHANICAL CHASE PROVIDED FOR POTENTIAL FUTURE COMMERCIAL KITCHEN IN MAIN COMMERCIAL SPACE. THOUGH EQUIPMENT NOT PART OF THIS PERMIT PLUMBING - NEW METER AND UPSIZED LINE FROM METER INTO BUILDING, TIE INTO EXISTING SANITARY CONNECTION; NEW FIXTURES THROUGHOUT AND SUPPLY WASTE PIPING; FLOOR DRAINS IN GROUND FLOOR W.C.'S. UTILITY ROOM. AND TRASH ALCOVE; NEW UNDERFLOOR 75 -GALLON GREASE TRAP IN UTILITY ROOM; 2 NEW GAS WATER HEATERS IN UTILITY ROOM FIRE SUPPRESSION - NEW SPRINKLER SYSTEM THROUGHOUT; HOT TAP INTO MAIN FIRE SUPPLY LINE ALONG MAIN STREET, BACKFLOW DEVICE IN SW CORNER OF BUILDING, STANDPIPE AND FIRE ALARM PANEL TO BE IN UTILITY ROOM, FIRE DEPARTMENT CONNECTION TO BE AT BE CORNER OF BUILDING ALONG 5TH STREET (E) MAILBOX UNIT . STORM �\ ^... d DRAIN GRATES A STREET STORM - - DRAIN GRATE) ._ ,�.. I STORM STORM DRAIN \\T, DRAIN ' GRATE \\ GRATE N\ ADJACENT PROPERTY \\ \ NOT IN SCOPE LU F - PROPERTY LINE ._(AREA OF WORK) 'a ALLEY 4. // • 33' 0.. 33-0. \\ \\ \ \j \ L I \ yJ h 1 \ y \\ STORM DRAIN i A GRATE AT END I- y 0 �= OF BLOC I "a° I .- MAIN STREET b STORM DRAIN �-GRATE AT END OF BLOCK r STORM DRAIN GRATE 2-3 X2'-9".,TYP STORM DRAIN _._ ._...._ -_STOR M STORM � \\ \ DRAIN DAIN -RATE RATGE .\\\ \ \ I HE SITE IS NOT LOCATED IN THE 100 YEAR FLOODPLAIN, NOR DOES IT HAVE FLOOD BOUNDARIES ON THE SITE AS SPECIFIED IN THE LATEST ADOPTED FEMA FLOOD INSURANCE RATE MAPS THE SITE IS NOT LOCATED IN ANY OF THE TIME OF TRAVEL ZONES, AS SPECIFIED IN SDC 3.3-2W AND DELINEATED ON THE WELL) LEAD PROTECTION AREAS MAP ON FILE IN THE DEVELOPMENT AND PUBLIC WORKS DEPARTMENT VICINITY PLAN PLAN 11.=40,-0, - PROJECT DATA: MAPITAX LOT: 17-03-35-31-08000 SITE ADDRESSES: 448 MAIN STREET SPRINGFIELD, OR 97477 SITE AREA: 40'x 120'(4800 S.F.) BUILDING AREA: EXISTING 1 STORY, 4758 S.F. (FULL LOT COVERAGE) PROPOSED 3 STORIES, 13,408 SF TOTAL LEVEL 1 -4720 S.F. LEVEL 2 - 4362 SF. LEVEL 3-4326 S.F. PROJECT TEAM: OWNER: DAVID LOVEALL MASAKA PROPERTIES, LLC 1657 DELROSE AVENUE SPRINGFIELD OR 97477 PHONE. 541.3459900 EMAIL david@Vreesixteenml015ICe6 mm ARCHITECT: JENNA L FRIBLEY, AIA, LEED AP CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 341 MAIN STREET SPRINGFIELD, OR 97477 PHONE. 541.914.D334 EMAIL: jenna@campf flab com GENERAL CONTRACTOR: RYAN THOMAS RYAN THOMAS CONSTRUCTION, LLC 91069 N WILLAMETTE ST COBURG, OR 97408 PHONE '..541 687 6918 EMAIL. ryan@dnomasconsVuction.com CCB #: 188458 STRUCTURAL ENGINEER: CHARLES (CHUCK) C DU FAULT.. JR., P.E. WOODCHUCK ENGINEERING 3028 GATEWAY LOOP SPRINGFIELD OREGON 97477 PHONE 541.357.5532 EMAIL. Chuck@WoodC.huckEngneedng.com ZONE: MIXED-USE COMMERCIAL CONSTRUCTION TYPE: 55 SPRINKLERS: NEW SYSTEM TO BE INSTALLED THROUGHOUT EXISTING/NEW USES: • EXISTING GROUND FLOOR COMMERCIAL - FORMERLY "THE SEWING ROOM" • ASSUME NEW RESTAURANT AND MERCANTILE COMMERCIAL USES ON THE GROUND FLOOR - TENANTS T.B.D., WILL BE SUBMITTED UNDER SEPARATE T . PERMIT • ONE NEW LIVEIWORK UNIT ON GROUND FLOOR, WORK SPACE ADJACENT TO STOREFRONT NEW RESIDENTIAL UPPER FLOORS -12 NEW APARTMENT UNITS MECHANICAL: CONTACT HARVEY & PRICE 2105 NUGGET WAY EUGENE, OR 97403 PHONE. 541.746.1621 EMAIL CCB #. 77 ELECTRICAL: BRAD ROGERS SUNSET ELECT RIC 3706 SEAVEV LOOP EUGENE. OR 97405 PHONE. 541.915.4863 EMAIL: bmo@sunseleleoMnorg PLUMBING: BEN ELLIS HARVEY & PRICE 2105 NUGGET WAY EUGENE, OR 97403 PHONE: 541 746.1621 EMAIL. bellis@haweyendprice.com CCB #; 77 FIRE SUPPRESSION: JUSTIN ROBERTS HARVEY & PRICE 2105 NUGGET WAV EUGENE OR 97403 PHONE. 541.745 1621 EMAIL: jrobede@hameyandpri .com CCB #: 77 DEFERRED SUBMITTALS: PHOTOMETRIC REPORTS FOR EXTERIOR L IGHTING FIXTURES SHOP DRAWINGS FOR STEEL EGRESS STAIRS SHOP DRAWINGS FOR EXTERIOR CANOPIES ABBREVIATIONS: S . SQUARE FEET V.I.F. VERIFY IN FIELD CLR. CLEAR MIN, MINIMUM MAX. MAXIMUM TYP. TYPICAL (E) EXISTING (N) NEW CTR. CENTER CL CENTERLINE INT. INTERIOR EXT, EXTERIOR T.D. TOP OF B.O. BOTTOM OF SHEET INDEX: NUMBER SHEET NAME GENERAL A0.01 COVER SHEET/VICINITY MAP AD.02 SITE PLANS I LAND USE AFF ABOVE FINISH FLOOR GWB GYPSUM WALL BOARD P . PRESSURE TREATED PLY PLYWOOD CFB CEMENT FIBER BOARD GLB GLULAM BEAM GL GLULAM UNO UNLESS OTHERWISE NOTED EA. EACH FON, FOUNDATION ON DOWN BLDG BUILDING DWG DRAWING DEMOLITION A1.00 EXISTING / DEMO PLANS ARCHITECTURAL A1.01 NEW FOOTINGS& UNDERFLOOR A1.02 LEVELI- DIMENSIONED PLAN A1.03 LEVEL 2- DIMENSIONED PLAN A1.04 LEVEL 3- DIMENSIONED PLAN A1.06 ROOF PLAN A2.01 EXTERIOR ELEVATIONS A3.01 SECTIONS/ELEVATIONS NOTE' THIS ISANABBREVIATED DRAWING SE 7 FOR SITE PLAN REVIEW SUBMITTAL: MORE EXTENSIVE DRAWING SET TO BE SUBMITTED FOR STRUCTURAL PERMIT REVIEW [)ale eII APR 0 e 202(2n n nriafnal Submhtal_ p ' " W Co LJ LrL Co W VJ W W Z J W F_ V C0 L CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelab.com w4WY.ca mpfirelab.co m v Z J_ /M W W I.L. uj w W Z W Wo EL COW LL jZ q ¢ of TACTUAL IFTHE ABOVEovEDIMENSION DOES NOT MEASURE ONE INCH L1") EXAC I LY. THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES REVISIONS: DATE 2022.04.05 JOB 21006 SCALE AS indicated DRAWN BY BJD CHECKED BY JLF A0.01 GENERAL NOTES: 1. ALL WORK FOR INCREASED POWER SUPPLY TO BE COMPLETED WITHIN EXISTING UTILITY EASEMENTS AND UTILIZING EXISTING UNDERGROUND CONDUIT RUNS; NO DEMOLITION OF ROAD/SIDEWALK REQUIRED. 2. ANY NECESSARY REMOVALIDISTURBANCE OF CONCRETE WITHIN THE PUBLIC WAY WILL BE REPAIRED BY REPLACING FULL PANELS. 3 EXISTING DOWNSPOUTS ON MAIN ST. AND ETH ST. ARE PIPED UNDER THE SIDEWALKS TO WEEP HOLES IN THECURB. EXISTIN DOWNSPOUT AT THE NW CORNER IS PIPED UNDERGROUND AT THE ALLEY. EXISTING DOWNSPOUTS WILL BE REPLACED/EXTENDED, BUT NO NEW DOWNSPOUT LOCATIONS ARE PROPOSED. 4. NO ADA ELEMENTS ARE DISTURBED BY THE DEMOLITION AND RESTORATION OF THE ELECTRICAL POWER SUPPLY TO THE BUILDING ZONING AND LAND USE CODE: ZONE: MIXED-USE COMMERCIAL EXISTINGINEW USES: • EXISTING GROUND FLOOR COMMERCIAL - FORMERLY"THE SEWING ROOM' • ASSUME NEW RESTAURANT AND MERCANTILE COMMERCIAL USES ON THE GROUND FLOOR -TENANTS T.B.D., WILL BE SUBMITTED UNDER SEPARATE T . PERMIT • ONE NEW LIVE/WORK UNIT ON GROUND FLOOR, WORK SPACE ADJACENT TO STOREFRONT NEW RESIDENTIAL UPPER FLOORS -12 NEW APARTMENTS FLOOD ZONES I TIME OF TRAVEL I WELLHEAD PROTECTION: • THE SITE IS NOT LOCATED IN THE 100 -YEAR FLOOD PLAIN AND DOES NOT HAVE ANY FLOOD BOUNDARIES ON THE SITE AS SPECIFIED IN THE LATE ST ADOPTED FEMA FLOOD INSURANCE RATE MAPS. • THE SITE IS NOT LOCATED IN ANY OF THE TIME OF TRAVEL ZONES, AS SPECIFIED IN SDC 3.3-200 AND DELINEATED ON THE SPRINGFIELD W ELLH LAD PROTECTION AREAS MAP. APPLICABLE DESIGN STANDARDS FROM SPRINGFIELD DEVELOPMENT CODE. • 32-625 MIXED-USE DISTRICT DEVELOPMENT STANDARDS GENERAL 3.2-53D MIXED-USE DISTRICT DEVELOPMENT STANDARDS --- SPECIFIC 3.3-1000 NODAL DEVELOPMENT OVERLAY DISTRICT 32-240 MULTI -UNIT DESIGN STANDARDS • SEE NOTES ON SHEET A2.01 FOR SUMMARY OF MIXED-USE DEVELOPMENT STANDARDS 4.6-100 MOTOR VEHICLE AND BICYCLE PARKING STANDARDS VEHICLEPARKING: DOWNTOWN SPRINGFIELD PARKING EXEMPTION BICYCLE PARKING: NUMBER OF STALLS REQUIRED: RESIDENTIAL; 11UNIT, 75% LONG TERM, 25% SHORT TERM 13 UNITS => 9.75 LONG TERM, 3.25 SHORT TERM COMMERCIAURESTAURANT (TED): 11600 S.E, 25% LONG TERM, 75% SHORT TERM 2962 S.F. / 600 = 5 SPACES, 1.25 LONG TERM, 3.76 SHORT TERM TOTAL REQUIRED: 11 LONG TERM IS.75+1 25) _> 11 PROVIDED 1 LONG TERM OVERSIZED => 1 PROVIDED 7 SHORT TERM (3.25 + 3 75) _> 8 PROVIDED ADDITIONAL LONG-TERM STORAGE IF REQUIRED FOR COMMERCIAL TENANT SPACES TO BE PROVIDED WITHIN TENANT SPACES AS PART OF FUTURE INTERIOR BUILDOUT (TO BE SUBMITTED IN SEPARATE T.I. PERMIT) LOCATION OF SHORT TERM STALLS' • HOOPS INSTALLED ON PUBLIC SIDEWALK, WITH A MINIMUM OF 5 FEET BETWEEN THE PARKED BICYCLE AND THE STOREFRONT- DOES NOT CONFLICT WITH PEDESTRIAN ACCESSIBILITY NO FURTHER THAN 50 FEET FROM THE MAIN BUILDING ENTRANCE OR PRIMARY POINT OF ENTRY TO THE USE CLEARLY VISIBLE FROM THE MAIN BUILDING ENTRANCE OR PRIMARY POINT OF ENTRY TO THE USE SEPARATED FROM MOTOR VEHICLE PARKING BY A CURB TO PREVENT DAMAGE TO PARKED BICYCLES PLUMBING FIXTURE COUNT - EXISTINGINEW (FOR SYSTEMS DEVELOPMENT CHARGE CALCULATION) FIXTURE TYPE F W.C. LAV SINK URINAL M_OP WH (LAUNDRY NOTES EXISTING 2 0 5 0 0 1 4 REMOVED 2 0 -' S 0 0 1 4 T - NEW 15 I G 28 0 2 2 2 i TOTAL COUNT 15 0 2B 0 2 2 2 NET GAIN 13 0 23 0 2 1... -2 NOTE. FIXTURE COUNTS FOR FUTURE COMMERCIALIRESTAURANT TENANT SPACES ON GROUND FLOOR NOT INCLUDED. TENANT INFILL FOR THESE TWO SPACES TO BE SUBMITTED AS SEPARATE PERMITS. II/ - (E) IMPERVIOUS CONCRETE SIDEWALK EXISTING SANITARY STORM MANHOLE I AT +1_ RIM-459.22 % GRADE AT ALLEY='- --+456.]SPOT ELEVATION SANITARY MANHOLE T—_�-7_-7—_—_—T—_ RIM =458.82 _—.— 12' SAN � " -+ 12 SAN i a L zcns aslm—_—_�.aSTM --_—_—_— _--- --- _ Ir --- - tE—_—S—_'—E —_—E— --_— _ —_—_— _—_— _ — _— —II_- 111 (E)GAS METER - DEMO (E) POWER UTILITY—_--- • +459 SPOT ELEVATION (E)DOWN SPOUT (E)ELECTRICAL /,(� (E)ELECTRICAL TO UNDERGROUND ❑ METERS /, VAULT I JUNCTION STORM WATER PIPE El (E) CURRENT CITY /r STANDARD DECORATIVE LED FIXTURE q PROPERTY LINE , (�/���_/- �/ \ (NO SETBACKS) ❑ - ) (E)4"MAIN WASTE LINE ❑ I� (E)SEWER W w PARTY WALL ALL INTERIOR FIXTURES, FURNISHINGS, FLOORS, WALLS AND COLUMNS TO BE REMOVED J EXISTING GROUND FLOOR COMMERCIAL - FORMERLY THE SEWING ROOM" (E) PARKING SIGN (E) TREE -20' DIAMETER I� \ O (E)DOWN SPOUT TO UNDEERSIDEWALKDRAM PIPE - .\\ EXIT THROUGH WEEP HOLE AT CURB (E) CURB OWEEP HOLE __ DEMO AWNING \ �� — (E) DOWN SPOUT i0 UNDER SIDEWALK DRAIN PIPE - \\� / EXIT THROUGH WEEP HOLE AT CURB / I 11-11 / (E) CROSSWALK �J (E) WATER (E)TREEE-20" METER - - a DIA� —_—_-H20 MAIN—_— —_—�/� (E) TO 1 \ N / —H2O MAIN ____ - -'-� � -- H2O MA ✓ � � 1� �J (E) PARKING ��i i ,, �/ \/✓ �, �, ( 1� I SIGN L ��•— (E) TRAFFIC SIGNAL POLE 1 (E) CURB WEEP (E) 1" WATER i ��— (E) CURRENT CITY AND MAST +(E ASSOCIATED HOLE SERVICE TO STANDARD II STREET LIGHT IN-LINE AND METER DECORATIVE LED J '\ PARALLEL TO TRAFFIC I F, FIXTURE a \ SIGNAL MAST v I w I' MAIN STREET v PLAN - ASSESSMENT AND PUBLIC_ UTILITIES 1 1"=10'-o" - — 12' SAN - SN2 2-CkS-r-I-.E (E) GAS METER ,. I — 12' SAN - —_ S,. STM .—_— —_— So -2w -_-._._ f— (N) POWER UTILITY / I INTERNET SERVICE _ . __ -_-. \_ :1101 / ENTRY; ACCESS- N CONTROLLED LLLLLLiii STALL TRASH Z C 1 t r 10 T X334 S ALCOVE ---,r-- 1 BIKE HOOP, rr /x 2S OST TERM F_ (E) DOWN SPOUT - STALLS m 4 _ LO) O TO UNDERGROUND / r-- - LIVE/WORK BIKE HOOP 8 F. ;. 2 SHORT. TERM STALLS STORM WATER ) IF _- W J LUDO PIPE F _ 130 V/� / LL i `A LU r ti Z ] V/ W O) JWILL, 414 SF f -I d p o U) Ul 0 a V �Z iLL 4 M 1 0 --- 11 1 PROPERTY LINE (NO SETBACKS) TENANT SPACE — 11 STANDARD LONG-TERM 120 BICYCLE PARKING STALLS & 1 OVERSIZED BICYCLE ( PARKING STALL W 72 3 SIF I I ofI PARTY WALL j ATGRAOE W ACCESSIBLE 2 JOB 21006 \J1 1" = 10.4. \_ :1101 II. OVERSIZED • BICYCLE / ENTRY; ACCESS- N CONTROLLED LLLLLLiii STALL DOOR j BIB < t r 10 T X334 S p BIKE HOOP, rr /x 2S OST TERM F_ STALLS 1 W LO) O m / C BIKE HOOP 8 F. ;. 2 SHORT. TERM STALLS TENANT SPACE 100 11 2183 SF BACKFLOW DEVICES H2O -1 H AT GRADE ACCESSIBLE ENTRY, TYPICAL c i ✓ I - � I (N) WATER— METER (N) EXTERIOR WALL SCONCE --_--- -�- LIGHT FUTURES TYP I 'O MAIN —•— —•—•—_—_—_—IT PVC H2O MAIN �✓�,✓ 1 � 'v Vim— - _ I (E) CURB WEEP J �J \ HOLE (N) BIKE HOOP, i II 2 SHORT TERM STALLS (N) HOT TAP J `— BIKE HOOP, 2 j INTO WATER Z SHORT TERM STALLS I SUPPLY LINE MAIN STREET - --- — — — — — — — _ — — _ — _ — - — — — — — — — — — — (N) BALCONIES ABOVE (TOP OFp / BALCONY 27 - 314") ) GOOSENECK DOWN LIGHT FIXTI �Z— (ND FIRE DEPT CONNECTION THROU i WALL 3 ABOVE GRADE WITHWORKING SPACE HEIGHT CLEARANAN (812.4.2) I1 N (E) STORMWATER PIPING UNDER YY SIDEWALK TO WEEP HOLE IN CURB (N)AWNING ABOVE AT 14' -SEE 2iA0,01 2 N PLAN - PROPOSED SITE AND UTILITIES = 10'_011 - _(b Date Received APR 06 M uriginal JUOE aul a GOLIP��01 CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 641.914 0334 hello@campfirelab.com www.campfirelab.Com ACTUAL JOB 21006 SCALE 1" = 10.4. Z BJD ULF W` F_ LU 1 W m j 8 Q W J LUDO V/� / LL i `A LU r ti Z ] V/ W O) JWILL, O d p o U) Ul 0 a V �Z iLL 4 M o- v Do- A TVP IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (V EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES, REVISIONS'. DATE 2022.04.05 JOB 21006 SCALE 1" = 10.4. DRAWN BY CHECKED BY BJD ULF A0.02 a 0 0 a z 0 0 W 0 0 a I I - --C7) i 3 /—COMORPERHAPS HE 1909 ACI- PONSTRU FROM ACTT I i � 4`-8 V2" c li � j CONSTRUCTION ACTIVITY BASALT BOULDER CE I s DEMO (E) z COLUMN COLD DEMO (E) NON -HISTORIC — — — STOREFRONT GLAZING & — z ALUMINUM FRAMING; DEMO(E)ENTRY PROTECT/PRESERVE VESTIBULE .. ADJACENT HIS TORIC WOOD FRAMING ELEMENTS 1111 � n � n M - --C7) i 3 /—COMORPERHAPS HE 1909 ACI- PONSTRU FROM ACTT I i � 4`-8 V2" c li � j CONSTRUCTION ACTIVITY BASALT BOULDER CE I s i 5._O,I ey uj I C\ HISTORIC FOOTINGS UNDERFLOOR (' 1/8" = 1'-0" BASALT BOULDERS - PERHAPS PIER FOOTINGS FROM PREVIOUS STRUCTURE i - CONCRETE FOOTINGS REMNANTS - PERHAPS FOR BUILDING PRE -1907 2) —a�1 — LTiA REMOVE ALL PLUMBING FIXTURES TYP +CAP PIPING WHERE NOT TO BE REUSED REMOVE ALL PLUMBING FIXTURES, TYP, +CAP PIPING WHERE NOT TO BE REUSED REMOVE ALL PLUMBING FIXTURES, TYP.- +CAP PIPING WHERE NOT TO BE REUSED REMOVE ALL PLUMBING FIXTURES, TYP. +CAP PIPING WHERE NOT TO BE REUSED (E)PLUMBING - EXISTING WASHERIORYER — HOOKUPS, CAP PIPING WHERE NOT TO BE REUSED DEMO ELECTRICAL UTILITIES .. om — --- -- —--C7 REMOVE SOLID INFILL (ty (E) OPENING \\ —r 7I �� I DEMO(E)WO - + t, J II El COLUMN REMOVE GLAZING j m SOLID INFILL @ (E) OPENING SII III I 'FL L — �1____=___ — \ EMO ME, WOOD R COLUMN �� \ DEMO (E) WOOD r COLUMN � II — — —JE — — — JI I W F— II JL— — — — — — — j-- DEMO(E) ____ _—_---- ----- WOOD COLUMN I DEMO (E) WOOD COLUMN DEMO (E) WOOD COLUMN REMOVE EXISTING FLOOR ASSEMBLY THROUGHOUT '.. I DEMO(E) — — WOOD COLUMN DEMO (E) COLUMN COLD DEMO (E) NON -HISTORIC — — — STOREFRONT GLAZING & — z ALUMINUM FRAMING; DEMO(E)ENTRY PROTECT/PRESERVE VESTIBULE .. ADJACENT HIS TORIC WOOD FRAMING ELEMENTS 1111 � n � n M w H y I I �) Ii I i 5._O,I ey uj I C\ HISTORIC FOOTINGS UNDERFLOOR (' 1/8" = 1'-0" BASALT BOULDERS - PERHAPS PIER FOOTINGS FROM PREVIOUS STRUCTURE i - CONCRETE FOOTINGS REMNANTS - PERHAPS FOR BUILDING PRE -1907 2) —a�1 — LTiA REMOVE ALL PLUMBING FIXTURES TYP +CAP PIPING WHERE NOT TO BE REUSED REMOVE ALL PLUMBING FIXTURES, TYP, +CAP PIPING WHERE NOT TO BE REUSED REMOVE ALL PLUMBING FIXTURES, TYP.- +CAP PIPING WHERE NOT TO BE REUSED REMOVE ALL PLUMBING FIXTURES, TYP. +CAP PIPING WHERE NOT TO BE REUSED (E)PLUMBING - EXISTING WASHERIORYER — HOOKUPS, CAP PIPING WHERE NOT TO BE REUSED DEMO ELECTRICAL UTILITIES .. om — --- -- —--C7 REMOVE SOLID INFILL (ty (E) OPENING \\ —r 7I �� I DEMO(E)WO - + t, J II El COLUMN REMOVE GLAZING j m SOLID INFILL @ (E) OPENING SII III I 'FL L — �1____=___ — \ EMO ME, WOOD R COLUMN �� \ DEMO (E) WOOD r COLUMN � II — — —JE — — — JI I W F— II JL— — — — — — — j-- DEMO(E) ____ _—_---- ----- WOOD COLUMN I DEMO (E) WOOD COLUMN DEMO (E) WOOD COLUMN REMOVE EXISTING FLOOR ASSEMBLY THROUGHOUT '.. I DEMO(E) — — WOOD COLUMN 19'-2114" _-�... 19'-21/4" I I I II n :l) C> EXISTING/ DEMO PLAN // 1/8, = 1,_0" 12 u' REMOVE INFILL @ (E) DOOR OPENING REMOVE GLAZING + SOLID INFILL @ (E) OPENING — �J REMOVE INFILL @ (E) DOOR OPENING REMOVE INFILL Q (E) WINDOW OPENING REMOVE INFILL Q (E) WINDOW OPENING -. REMOVE INFILL @ (E) WINDOW OPENING REMOVE INFILL @ (E) WINDOW OPENING Date Received APR 0 U ?OR original Ssbrl', CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campf relab. com www.campfirelab.com DEMO (E) COLUMN COLD DEMO (E) NON -HISTORIC — — — STOREFRONT GLAZING & — ALUMINUM FRAMING; DEMO(E)ENTRY PROTECT/PRESERVE VESTIBULE .. ADJACENT HIS TORIC WOOD FRAMING ELEMENTS 1111 w � M .1 19'-2114" _-�... 19'-21/4" I I I II n :l) C> EXISTING/ DEMO PLAN // 1/8, = 1,_0" 12 u' REMOVE INFILL @ (E) DOOR OPENING REMOVE GLAZING + SOLID INFILL @ (E) OPENING — �J REMOVE INFILL @ (E) DOOR OPENING REMOVE INFILL Q (E) WINDOW OPENING REMOVE INFILL Q (E) WINDOW OPENING -. REMOVE INFILL @ (E) WINDOW OPENING REMOVE INFILL @ (E) WINDOW OPENING Date Received APR 0 U ?OR original Ssbrl', CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campf relab. com www.campfirelab.com 1"ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH IV) EXACTLY. THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES REVISIONS: DATE 2022.04.05 JOB 21006 SCALE 1/8" = V-0" DRAWN BY BJD CHECKED BY JLF A1.00 Z N J M a F - Z LUO O UJr W W Q � � V/ W r C�•w, V Z LUF— Z W W O UJI C In W �r Vi c ¢ 0r X 00 C �� W m 7 (n 1"ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH IV) EXACTLY. THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES REVISIONS: DATE 2022.04.05 JOB 21006 SCALE 1/8" = V-0" DRAWN BY BJD CHECKED BY JLF A1.00 0191MOTICIPiya*ell = QUANTITY DESIGNATION FOOTING SIZE REINFORCEMENT 1 F24 24"X24"X12" (3) #5 BARS EACH WAY 1 F30 30"'X30"X12" 94 BARS @ 8" O.C. EW 2 F36 36"X36"X12" (4) #5 BARS EACH WAY 2 F42 42X42"X12" (5) #5 BARS EACH WAY 2 F48 48'X48"X12" (6) #5 BARS EACH WAY 1 F54 64'X54"12" (7) #5 BARS EACH WAY 1 F60 60'X60"X12" (8) #5 BARS EACH WAY 1 P69 69"X69"X12" (8) #5 BARS EACH WAY 1 F114 114"X114"X24" (13)#5 BARS EACH WAY 1 `30X30.5 30"X30 5"X12" #4 BARS @ 8" O.0 E.W. 2 F30M 30"'X48"X12" #4 BARS @ 8" O.C. E. W 1 P3080 30"X80"X12 #4 BARS @ 8" O.C. E. W. 2 F3660 36"X60"X12" #4 BARS @ 8" O.C. E.W. 1 F3672 36X72"X12" #4 BARS @ 8" O.C. E.W. 2 F3690 36"X9V'X12" #4 BARS @ 8" O.C. E W. 1 F3696 36"X96"X12" #4 BARS A 8" O.C. E W. 1 F48138 48"X138"X15" #4 BARS @ 8" O.C. E.W. i 3' _.._- F3, I� I I ISI I I I Io l III I #4 BARS (TYP.)I I III I I I 1 6" EMBEDMENT IN (E) CONCRETE _ 1 1 30' LAP INTO (N) CONCRETE I I I I I I I I I III I I I F3048' Ill 2 0 8'-10314" L_ 0 (NI 30"W STRIP FOOTING W8" STEMWALL 6 6 F 2�� 0. '-63/4 1 5 0 #4 BARS lTYP.) __ y / " 6" EMBEDMENT IN (E) CONCRETE 1 I F42 Q " 30" LAP INTO (N) CONCRETE, I c p a #4 BARS (TYP.) t 6" EMBEDMENT IN (E) CONCRETE 30" LAP INTO IN) CONCRETE ) k3 6 110'-034- L 5112 CONC /4 L5112"CONC I I I STEMWALL I F 3689 I I III 11 I fi" I I 111 11 I I I III 11 I I II II II I I I I ISI I I I (N) 30"W STRIP FOOTING 1 1 1 1 1 wl 8" STEM WALL I I I I S I I I I #4 BARS (TYP.) 1 F-83/4 14 6 III 1 6" EMBEDMENT IN (E) CONCRETE -*'L- 1 3 6 110 -0314 30" LAP INTO (N) CONCRETE F54 I I I III I I � I i t III I I I II 1 1 1 1 I�I 8 1 /2 T'-4114" I -I II M-� II 11 a .may l 1 1 1 12 DEPTH I I I i a 11(N) CONCRETE 1 I I i o I IFOOTING FOR WHI (N)33"W STRIP FOOTING 1 6'-11/4" 15' 9 1 1 a 1 1 3'-0 wl 8" STEM WALL #4 BARS (TYP.) 6" EMBEDMENT IN (E) CONCRETE 1 III 1 Sh 30" LAP INTO (N) CONCRETE _ e F 48 M10 `30X30.5 IT1 4 V ! I^9'-9TIP F69 111 II II II I #4 BARS y I I III I I I II II I I I I III I I I I I 1'll I I I II 1''1 II I I II II II I I I I III I I I II 11 If I I I I Iil I I I (TYP E 6"E 30"LAP N TO N)CO CTE 2F3048 II � II dt #4 BARS (TYP) �♦ 1 1 } =�, y)Y. 6" EMBEDMENT IN (E) CONCRETE 30" LAP INTO (N) CONCRETE L — II 11 I I _-0« I I F F 3686 MI I ° } 3._Q„ 11 I IJ�F114 I I 1 I I 1 1 I I F 4813 I I I 1'I I I I II I I II it II I I I I 1'II I I I I I II II II I I I I IIII I I I 1 11 I,I 11 1 I I I 1''II I I I I II II II I I I I III I I I I I I III I I ' I 1 11 1'I I I I I I II II II I #4 BARS TYP' 1 o i b `481 6" EMBEDMENT INE CONCRETE ♦ 1 1 F 3660 1 F 3660 , 30" LAP INTO (N) CONCRETE "m. - - I O F 36 I I f 0•' 9 113/0." 5 0 5'- 8'-812 4'-0 #4 BI{'�RS (TYP.) #4 BARS (TYP.) -/ i74 BAR (TVP.) -� 6" EMBEDMENT IN (E) CONCRETE B" EMBEDMENT' IN (E) CONCRETE 6" EMBEDMENT IN (E) CCN ETE 30" LAP INTO(N) CONCRETE 30" LAP INTO IN) CONCRETE 30"LAP INTO fN1 CON RETE CA) (J ,'c (�D1 ,-�)EW FOOTINGS 'E) 1' REINFORCED CONCRETE CTSERVICE WI PERIMETER WALL � ' METER, ENTER WALL GAS METER - OH ) ABOVE I4', RUN I CONDUIT OR TO MAIN II PANELS IN UTILITY 14 BARS (TYP I ROOM I- CUT INTOE) STRIP FOOTING AS 6" EMBEDMENT IN (E) CONCRETE 14 ) NEEDED FOR PLUMBING, TYP. 30" LAP INTO (N) CONCRETE WASTE LINE FROM UPPER �J LEVELS. UNIT 212 - — /71 ----T r �aM-t.- I� ,y,- - -- - ssII.< (E)FOOTINGSLL I � I 1 I I• I I I A, , II II II I � II II II I III 1 • II !I II I I I II ❑ it II I 6" EMBEDMENT IN (E) CONCRETE 30" LAP INTO (N) CONCRETE , H — — — --ct� 3" CAPPED STUB, TYP. • ' j 1 1 F 3690 �-- `V I 1 1 11 11 I I III 11 I w WASTE LINE FROM UPPER LEVELS'. UNITS 210&211 I I I I I 1 1 I l II II I ` I I II II II I iii I � II II II I i I lil 1 3 3" CAPPED STUB, TVP. I I II II 1 } #4 BARS (TYP.) • I 1 6' EMBEDMENT IN (N CONCRETE 1 I 30" LAP INTO (N) CONCRETE WASTE LINE FROM UPPER LEVELS: UNITS 208 & 203 I " `•, > - I I �s I _ � �J w 1 II I O F 3690 —�� i I I 1 1 1 1 IN) HOSE BIBB 1 • II II II i I II II II I I 11 III I I I I 1 � II II II I I F WASTE LINE FROM UPPER I , I I 1 FLOOR LAUNDRY 1 I I (N) SPRINKLER RISER ry I1 11 211,1FIR 1 • II II II 11— TRAP PRIMED 1 • I 1 — UNDERFLOOR TRAP I 1 OFFWC " LFv 1 I 1 PRIMERVALVE I , BARS (TYP) e"4EMBEDMENT IN (E)CONCRETE WASTE LINE FROM UPPER I N Yji t3� �1"I�t �I 3" GAS -OH 30" LAP INTO (N) CONCRETE LEVELS. UNITS 2D5 & 207 g F 3612 3" GAPPED STUB, TYP. " I 'IN) REASE GREASE i I, TRAP III 4 -CAPPED J • i l STUB I. 2 1 1 IIII LJ I j' i (� 11 III II 1� 1 a I I 1I1 1 1 I I• I e I h I m I � II II II •I I 3" CAPPED STUB, TVP. WASTE LINE FROM UPPER, LEVELS: UNITS 204&205 I I II I I III I I II LI II � I 11 II II •w #4 BARS (TVP.) I 1 1 5" EMBEDMENT IN (E) CONCRETE 30" LAP INTO (N) CONCRETE I I - �� III � � II •I= 3"CAPPEDSI"UB. TYP. - 1 • I i 11 II II 11 WASTE LINE FROM UPPER\tttTTT I ���JJJ 1 LEVELS: UNITS 202&203 II II II • I (N) FIRE DEPT l a I II II II I CONNECTION .4 -p • 1 1 1 1 , 1 THROUGH WALL, 3' ABOVE GRADE 3" CAPPED S"fUB`I YP. a �C2) BACKFLOW DEVICE I BACKFLOW DEVICE I I I I I I I 1 #4BARS(TYP.)Z=H20MRS I I I 1 6"EMBEDMENT IN(E)CONCRETE WASTE LINE FROM UPPER • I III 6 ,i " / 30" LAP INTO N) CONCRETE LEVELS. UNIT 201 1 • 1 w \ice) �� • �iJa) 4" LINE ENTERS UNDERFLOOR, — O TO BACKFLOW DEVICE, EXTENDS TO AND UP FURRED WEST WALL. L i TRAVELS OVERHEAD AT DIAGONAL TO�{- (N) UPSIZED WATER (N) SPRINKLER RISER I j SERVICE & METER —H2OMAIN---______ (N) HOT TAP _— _______�_—_H2O MAIN— ___—_---_ _.12"PVC___ / Jll H2O MAIN INTO WATER = 1 �\ SUPPLY LINE U B/ C D/ r' UNDERFLOOR PIPING PLAN m 1/8" = 1'-0" Date Received APR 0 6 2022 I CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@cam pfi relab. com w campfirelab.com Z 0 0 m LLr W W Z /06 W rV♦Lu V w F�/—r _Z U) LU n 0 D 0 0 BE ED O Of LL a (j) UJ Z LL W co Q �Z iRrh OD Z m ( V V (O 1"ACTUAL.- IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (i") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED S+�CyALES;.> Q..Sd� �,Jy�f• tY�•f;4, 4�,WI w't,-A ; a. REVISIONS: — No. Description Date DATE 2022.04.05 JOB 21006 SCALE 118" = V-0" DRAWN BY BUD CHECKED BY JLF A1.01 I - 5TH STREET 1 I U -HOOP BIKE RACK U -HOOP BIKE RACK 1711 13112" '--O-a I Iy MIN 6 tl APART 4'-5314"TO TREE F T — /2\\ �A 0 DOWN LIGHT — — — a 19'-111/1" 4'- 5 314 6 -11, —10=4114— - \ ___ _____ _______ _Ir —A 1 DOWN LIGHT DOWN LIGHT DOWN LIGHT DOWN LIGHT -.. I 1306 _- ) 1206 :- Em ..� t N A O_ Q 400 A, J L UTILITY RM. A17 LIVEIWORK\� My -- 130 — — � i 10-2" X 111A 121 SF 414SF I�m m 11\m (FLUS MEZZANINE 16 20329 SF SEC tlAtO6) - UP� X DOWN LIGHT , o o 0 I' r — V-214' TENANTSPACE N ELECTRICAL MAIN LOBBY I I � w VII C. -SEE #IE# —� U L -I 723 SF — r 110 m - ---- 334 SF $ 62 SF — w sD� P' SM 120C I 1001 (N)HOSE BIBS --------- - k �� ---X --- X � a 115A 1 r-3"/ \ r Dowty LIGHT NORTH STAIR _------ \T1 \ �p 115M e XTBD =�� ��� / ¢ ( 1 108 SIF % c �_ • _ - s'-1.. 113 SOUTH STAIN ` _ s "S i i TRASH RECY -,- � -,---� � 136 SF m 4 I I INP 7- 1" D � 1 D L = 114 -- — n -------- ---- — TRASH RECY I I IQ � I I I I _ r. AI SII I l a r I r a l o r tl II l u s l II a � tl II I I� I.Ae E 1 II, III a'II III III L ISI a II II II 1 • I I I o l u u o l l I I I I I \ I tl f II II � II I I di • I I I I I I E I II II I II I I _----�•- 5 18'-2314" 19'-11112" 20-11 _. _.. - 29'-51W A7 07 �� CLOSET\ -i I TRASH ALCOVE 117 116 47 SF 43 SF 0WNERSIMAINTENANCE CLOSET UNDER STAIRS H -HR FIRE RATED) DIMENSIONED FP - LEVEL 1 3/16" = V-0" DOWN LIGHT DOWN LIGHT FIRE DEPARTMENT CONNECTION TT TENANT SPACE 100 2183 SF �11 JQQA I \ I (N) HOSE BIBB I(NJ LED FIXTURE _ U -HOOP BIKE RACK PERPENDICULAR TO V-3314- CURB �V. U -HOOP BIKE RACK PERPENDICULAR To' CURB' _ I I I I ; � Ci1� �i TOCUR9i I 1'-3314" (NJ LED FIXTURE 1'-3314" A l_/ (N)UEDFLCTURE CL P 251-9 a COLl0RP� CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@oampfirelab.com �.c rnpfirelab.com 2022.04.05 JOE Z SCALE 3116" = 1.4. ❑ BJD LEARANC el I I m U 1'-9314" r M ; GENERAL NOTES: 1. SEE UNIT 212 FOR TYPICAL DIMENSIONS OF END UNITS 2. SEE UNIT 211 FOR TYPICAL DIMENSIONS OF INTERIOR UNITS 191-91, 19'-712" ELEC -j55 SF ELECTRICAL PANEL --- �\ DIMENSIONED FP - LEVEL 2 �J 3116" = 1'-0" ;-,7-_7_. _--j STAIR OPENING U Ca) (5) 9'-9314" 9'- 9 314" 19'- 7 112" R- 9 X4" ---I 212C 9'-5114 9'-9314 V-9314 _ 210C UNIT =-0 4.-1-\1'-9114" UNIT UNIT -_SII I II TYP- rvP� 205 254 SF 254 SF 254 SF e 254 SF I2n4n 206D 207D 206D 205D UNIT UNIT UNIT - 212 211 it _ 210 LLIW 252 SF - 254 SF I 254 SF 9'-1 3314" 9'-3" , N Lfr ___. _...._ 212D 211D TVPIT 2100 - 3 4 4- �x — 4'-4114" 1'-i1 4 1 -8,1— TYP\� TYP /l'P, t <Z y I d' 1 X TYP4 TYPO N I ..___.. ELEC -j55 SF ELECTRICAL PANEL --- �\ DIMENSIONED FP - LEVEL 2 �J 3116" = 1'-0" ;-,7-_7_. _--j STAIR OPENING U Ca) (5) 9'-9314" 9'- 9 314" 19'- 7 112" R- 9 X4" ---I 212C 211C T_9112 y -fir 11 4 4114' _ 210C UNIT =-0 4.-1-\1'-9114" UNIT UNIT -_SII I II TYP- rvP� 205 254 SF 254 SF 254 SF e 254 SF I2n4n 206D 207D 206D 205D IFS - LLIW N Lfr � - -- _ 3'-1 V2" I2'-934 - 3 4 4- �x — a 3 4" 2'-91/2 3 0114' TYP\� TYP /l'P, 00 <Z y I d' 1 X N N - m 4 a / p m \ 1'-3112" 117 120 - 18 19 21 2 23 a �� STOR. STOR. IS CLOSET IS LOESS STOR. STOR. �A 11 BE 11 SF 11 5E 11 SF at P r 3 III III 1 OPER \ •. DN: I _ I 2'-10112" 3' 4" 3'-4" 4'-0' ELEC -j55 SF ELECTRICAL PANEL --- �\ DIMENSIONED FP - LEVEL 2 �J 3116" = 1'-0" ;-,7-_7_. _--j STAIR OPENING U Ca) (5) 9'-9314" 9'- 9 314" 19'- 7 112" R- 9 X4" 9'-9314" t 9'-9314" UNIT UNIT 204 203 254 SF 254 SF 2040L UNIT 202201 Z Jr �_� UNIT UNIT UNIT UNIT UNIT 209 -- 208_ —— 207F — 206 205 254 SF 254 SF 254 SF 254 SF 254 SF I2n4n 206D 207D 206D 205D 9'-9314" t 9'-9314" UNIT UNIT 204 203 254 SF 254 SF 2040L C ¢� Q N N N N 2 5114./ GYPSUM FINISH CORRIDOR 12"X12" —. . AROUND O 518" STEEL DOOR,T 0 OPENING, TYP. '? ZOO X � T1'P -YOPENING h D PROTECTIVES IF e 631,';F APPLICABLE 214 215 I 1" I I I I \ \ I L c I I � 3 9'-111x4 � 2-iD V4" 3'-111T 19 I 1 1 1 1 STAIR OPENING HVAC OPTION SHELF 1 STACKED II STACKED 1` SHELF WASHER/ 1 WASHER/ DRYER DRYER 1 DRYER 1 I — SEAL THROUGHOUT SHAFT. FIRE TAPE TYP. (2) CJ 19'-7112' 9'-11114" 9'- 9 314" 9'.5114" UNIT UNIT 202201 Z Jr �_� 251 SF 202DT�� 2010 - 6 314" 202C Q Q M� W \ W LLIW N Lfr � Z ww0 "v q-4.. a of w 00 <Z y LL Q 0 d' En 2 X C ¢� Q N N N N 2 5114./ GYPSUM FINISH CORRIDOR 12"X12" —. . AROUND O 518" STEEL DOOR,T 0 OPENING, TYP. '? ZOO X � T1'P -YOPENING h D PROTECTIVES IF e 631,';F APPLICABLE 214 215 I 1" I I I I \ \ I L c I I � 3 9'-111x4 � 2-iD V4" 3'-111T 19 I 1 1 1 1 STAIR OPENING HVAC OPTION SHELF 1 STACKED II STACKED 1` SHELF WASHER/ 1 WASHER/ DRYER DRYER 1 DRYER 1 I — SEAL THROUGHOUT SHAFT. FIRE TAPE TYP. (2) CJ 19'-7112' 9'-11114" 9'- 9 314" 9'.5114" UNIT UNIT 202201 Z 254 SF 251 SF 202DT�� 2010 - 6 314" 202C Q EL E5 lu Date Received APR 0 5 2va Cinglnal Submi tai CdLIPA�����yw CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 helio@campfirelab.com w xampfirelab.00m Z 3'-0112' 2'-91/4" Q \ Q Q M� W \ W LLIW N ED ED � Z ww0 "v q-4.. a of w 00 <Z y LL Q 0 d' En 2 X 4 a / p 1 X16 117 120 - 18 19 21 2 23 a �� STOR. STOR. IS STOR. IS LOESS STOR. STOR. �A 11 BE 11 SF 11 5E 11 SF 12 SF SF 9 SF 9 BE OPER \ I 2'-10112" 3' 4" 3'-4" 3-4' 3'-4 3-4314 15 4112"._ �2 '0112"2'-10112" g ES X i LADDER Date Received APR 0 5 2va Cinglnal Submi tai CdLIPA�����yw CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 helio@campfirelab.com w xampfirelab.00m 1"A� IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES "O's) 414(x yU F� S f�LrJ� �- 3 Y; Gly g4 REVISIONS: DATE 2022.04.05 JOB 21006 SCALE 3116" = V-0" DRAWN BY BJD CHECKED BY JLF A1.03 Z M� W W LLIW ED ED � Z ww0 61 of w 00 <Z y LL Q 0 d' En 2 zrU) 1"A� IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES "O's) 414(x yU F� S f�LrJ� �- 3 Y; Gly g4 REVISIONS: DATE 2022.04.05 JOB 21006 SCALE 3116" = V-0" DRAWN BY BJD CHECKED BY JLF A1.03 Al 8 rY\` vF .:-.ctl •A,," ..,.., x Pon Tis 3/16" = 1'-0" 4am-cardmIN4 flef cQ��neo���ti CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelab.com w .campfrelab.com REVISIONS: No. :1 Description Date I i DATE. 2022.04.05 JOB 21006 SCALE 3116" = 1'-0" CD DRAWN BY gJp Z o CHECKED BY JLF Z J m Date Received A1.04 APR o6 IUi2 o W > a O � z W w w Q � n � n N w � rn Z O ri w w O w0 Q W v) w G a > z LL oo a <� W �J) ACTUAL yy I IFTHE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (I I EXACTLY. THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. A A g r 64 tiKk� ORV . REVISIONS: No. :1 Description Date I i DATE. 2022.04.05 ,11121 .sUbJmiftai JOB 21006 SCALE 3116" = 1'-0" uai m m 6 N DRAWN BY gJp _ _ o CHECKED BY JLF Date Received A1.04 APR o6 IUi2 o a ,11121 .sUbJmiftai ROOF PLAN KEY STI I STREET WEEP HOLE DIRECTION OF FLOW OF WATER i.5 �T, a A&a. � 6 �6a� �(,4) i / SII DOWN SPOUT TO UNDER -SIDEWALK DRAIN PIPE - --� EXIT THROUGH WEEP HOLE AT CURB /I I �1" F �J �1✓ CURB i ----------- / - -- , Iw f- 3'-2" 15'-7112" 3'-11" 15-812" I3'-103/4 15'-8314" 3'-10314" 15'-83/4" 3'-10'14" 15'-83/4" 3'-10314" 15'-]12" 2" uj ' Z o II w ti I I ZCe or. w w0 m c a tom- o ;I L.L. a rn LU <LL TYP. CO < ¢ z I IIS < SKYLIGHT, TYPICAL � � � I I I I I I I � � Q VT D5 w� GUARDRAIL J — DOWNSPOUT TO UNDERSIOEWALK DRAT IN/ 1"ACTUAL PIPE - DOWNSPOUT �� `., EXITTHROUGH WEEP HOLE AT CURB IF THE ABOVE DIMENSION DOES TO UNDERGROUND Ali \ \ 4 U ' IYF ep ` \` /I //� WEEP HOLE NOT MEASURE ONE INCH(I") ' i <` EXACTLY , THIS DRAWING WILL STORM WATER PIPE i HAVE TD BE ENLARGED OR \ L/ REDUCED AFFECTING ALL LABELED _ iii _ -: -- - '- -- SCALES. I I � i �I l ! OPTIONAL SHAFT —J DRYER VENTS, HOSE BIB ROOFTOP ROOF ACCESS HATCH —� LIKELY KITCHEN "7 MINI SPLIT HVAC UNITS HOOP �{'hy REE LINES '-i t' r uH CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelabcom w Campfimlab.com OF PLAN 6" = 1'-0" Efate Received APR 0 G 2022 Originai Subm bl t OF X11 '� REVISIONS- _No:_T Description _r Date DATE 2022.04.05 JOB 21006 SCALE 3116" = T-0" DRAWN BY BJD CHECKED BY JLF A1.05 vPLAN 40' - 8 " LEVEL 3 - T.O. �2TSUBFLOOR -03%4" - LEVEL 2-T.O. _18 -SUP FLOOR - �-�- y(E) FRAMING - 14' - D 1 /4" LEVEL 1 -SLAB 01 -Oil_ FFE rltT117,) rnn Tr Irl T r !T� IrlnTT1A% al, F 'h n it a r A4, I r 0 iL ff a >I -. ,� i c 1 s a j s mI h I. i. - O z w CURB m ml v 16'-7314" DOWNSPOUT- SMOOTH/PATCH EDGE (NI FIRE DEPT CONDITION AT HISTORIC ON CNECTION, WINDOWOPENINGS, TYP. lt� Ca) 3ABOVE GRADE �� \ (912 4 2) NEW GOOSENECK DOWN LIGHT FIXTURE. CEAST rYP. 118" = 1'-0" a LEVEL 3 - T.O. lisliffamm j € 1 ®®I _�SUBFLOOR v 27' - 0 3/4" rml ME �\ 1S 2" V . LEVEL 2-T.O. I v 18'- 2„ I f I of LEVELI -SLAB REQUIREMENT: 58 PERCENT OF LENGTH OF ELEVATION MUST LINEARLY BE WINDOW AT GROUND FLOOR FFE- - EAST WALL= 120 FT LENGTH - - K E-mm__ 0 a CIL,(J , S. ) DOWN SPOUT J u C) T lisliffamm j € 1 ®®I MIXED-USE DISTRICT DEVELOPMENT STANDARDS -GENERAL rml ME Lrm;mlmwrm B. BUILDING ORIENTATIONISETBACKS -N/A. EXISTING BUILDING - 1. I Op 2 iw C. WEATHER PROTECTION 0 O REQUIREMENT: 58 PERCENT OF LENGTH OF ELEVATION MUST LINEARLY BE WINDOW AT GROUND FLOOR 1. REQUIREMENT MET- CANOPIES ARE WIDER THAN 6BUT NOT GREATER THAN 7 DEPTH), BU f ARE NOT CONTINUOUS ALONG BUILDING LENGTH J EAST WALL= 120 FT LENGTH 2. REQUIREMENT MET -AWNINGS AND CANOPIES DO NOT OBSCURE ARCHITECTURAL FEATURES (E. G. TRANSOM AREA) AND DO NOT EXTEND INTO THE K E-mm__ SECOND STORY OF THE BUILDING. 821120=.52 REQUIREMENT MET 3. REQUIREMENT MET- AWNINGS AND CANOPIES ARE IN PROPORTION TO THE OVERALL BUILDING AND CORRESPOND TO THE WIDTH AND LOCATIONS SOUTH WALL = 40 42 FT LENGTH OF THE STOREFRONT OPENINGS. SOUTH WALL WINDOW LENGTH =34]5 FT 4. REQUIREMENT MET- AWNINGSAN DCANOPIESARENOTSACKLIT. 34.75140.42=.86 REQUIREMENT MET S. REQUIREMENT MET-A=NGS AND CANOPIES ARE SUSPENDED FROM THE BUILDING AND NOT SUPPORTED BY POSTS. REQUIREMENT: AT LEAST 25 PERCENT OF THE GROUND FLOOR WALLAREA AS WINDOWS ANDIOR DOORS THAT ALLOW VIEWS INTO LOBBIES, D. LANDSCAPING & SCREENING MERCHANDISE DISPLAYS, OR WORKING AREAS, 1. NIA- EXISTING BUILDING/SIT'c +'''"'av"AST%'��.`.'"%?"ki'+Ka'-r":,,'�e'i�x":a*'0a" p mi'k`'.ri k"4vF"y'£'S1:•:.: 0*.'#."VNP6.t':xi ^(tu"'A Ata 0w EAST WALL VIEWS -IN WINDOW LENGTH= 43.1 FT 3. NIA- NO NEW LANDSCAPE AREAS 43.11120 =36 REQUIREMENT MET 4. REQUIREMENT MET- EXISTING TRASH RECEPTACLES SHARED WITH NEIGHBOR AND HOSTED ON NEIGHBORING SITE BEHIND BUILDINGS, DOES NOT SOUTH WALL - 40.42 FT LENGTH ABUT RESIDENTIAL DISTRICTS; ALL UTIL;FES ARE WALL -MOUNTED ON TI IE REARIALLEY ELEVATION FACADE; (E) STREET TREES ARE FULLY GROWN W SOUTH WALL VIEWS -IN WINDOW LENGTH = 32.92 FT W 32.92140.42 =.81 REQUIREMENT MET E. STREET CONNECTIVITYICIRCULATION - NIA, EXISTING SITEIDEVELOPMENT EXCEPTION& NORTH WALL ADJACENT TO ALLEY, EAST WALL IS PARTY WALL F. NEIGHBORHOOD COMPATIBILITY -NIA. NOTADJACENT TO LDR ZONE 2. •'' G. PEDESTRIAN AMENITIES 3. 01 1. APPROXIMATELY 13,470 SOFT REQUIRES PEDESTRIAN AMENITIES iy RECESSED BALCONIES WITH A DEPTH OF 4' -2" AND BALCONY OVERHANGS WITH A DEPTH OF OF NO MORE THAN 5 FT • 4. SOUTH EXISTING STREET TREES, EXISTING SIDEWALK LIGHTS, AND VIEW OF MURAL ACROSS STREET w0 LU INCLUDING, BUT NOT LIMITED TO OFFSETS, WINDOWS ENTRY TREATMENTS, BALCONIES, OVERHANGS AND FAUX BRICK 3. REQUIREMENT MET 5. REQUIREMENT MET- DESIGN PROVIDES DIFFERENTIATION BETWEEN THE GROUND FLOOR AND UPPER STORIES'. BALCONIES FOR UPPER J u C) T 1/8" = V-0" j € 1 3.2-625 MIXED-USE DISTRICT DEVELOPMENT STANDARDS -GENERAL Z A. BUILDING DESIGN STANDARDS B. BUILDING ORIENTATIONISETBACKS -N/A. EXISTING BUILDING - 1. ON CORNER LOTSIPARCELS THIS PROVISION APPLIES TO BOTH ELEVATIONS Op 2 iw C. WEATHER PROTECTION 0 O REQUIREMENT: 58 PERCENT OF LENGTH OF ELEVATION MUST LINEARLY BE WINDOW AT GROUND FLOOR 1. REQUIREMENT MET- CANOPIES ARE WIDER THAN 6BUT NOT GREATER THAN 7 DEPTH), BU f ARE NOT CONTINUOUS ALONG BUILDING LENGTH J EAST WALL= 120 FT LENGTH 2. REQUIREMENT MET -AWNINGS AND CANOPIES DO NOT OBSCURE ARCHITECTURAL FEATURES (E. G. TRANSOM AREA) AND DO NOT EXTEND INTO THE K EAST WALL WINDOWS LENGTH = 52 FT SECOND STORY OF THE BUILDING. 821120=.52 REQUIREMENT MET 3. REQUIREMENT MET- AWNINGS AND CANOPIES ARE IN PROPORTION TO THE OVERALL BUILDING AND CORRESPOND TO THE WIDTH AND LOCATIONS SOUTH WALL = 40 42 FT LENGTH OF THE STOREFRONT OPENINGS. SOUTH WALL WINDOW LENGTH =34]5 FT 4. REQUIREMENT MET- AWNINGSAN DCANOPIESARENOTSACKLIT. 34.75140.42=.86 REQUIREMENT MET S. REQUIREMENT MET-A=NGS AND CANOPIES ARE SUSPENDED FROM THE BUILDING AND NOT SUPPORTED BY POSTS. REQUIREMENT: AT LEAST 25 PERCENT OF THE GROUND FLOOR WALLAREA AS WINDOWS ANDIOR DOORS THAT ALLOW VIEWS INTO LOBBIES, D. LANDSCAPING & SCREENING MERCHANDISE DISPLAYS, OR WORKING AREAS, 1. NIA- EXISTING BUILDING/SIT'c EAST WALL =120 FT LENGTH 2. NIA -NOT ADJACENT TO RESIDENTIAL, NO GROUND MOUNTED EQUIP., EXISTING STREET TREES EAST WALL VIEWS -IN WINDOW LENGTH= 43.1 FT 3. NIA- NO NEW LANDSCAPE AREAS 43.11120 =36 REQUIREMENT MET 4. REQUIREMENT MET- EXISTING TRASH RECEPTACLES SHARED WITH NEIGHBOR AND HOSTED ON NEIGHBORING SITE BEHIND BUILDINGS, DOES NOT SOUTH WALL - 40.42 FT LENGTH ABUT RESIDENTIAL DISTRICTS; ALL UTIL;FES ARE WALL -MOUNTED ON TI IE REARIALLEY ELEVATION FACADE; (E) STREET TREES ARE FULLY GROWN W SOUTH WALL VIEWS -IN WINDOW LENGTH = 32.92 FT W 32.92140.42 =.81 REQUIREMENT MET E. STREET CONNECTIVITYICIRCULATION - NIA, EXISTING SITEIDEVELOPMENT EXCEPTION& NORTH WALL ADJACENT TO ALLEY, EAST WALL IS PARTY WALL F. NEIGHBORHOOD COMPATIBILITY -NIA. NOTADJACENT TO LDR ZONE 2. NIA G. PEDESTRIAN AMENITIES 3. agn__,,,TIRE MENT MET -ALONG THE VERTICAL FACE OF THE BUILDING, OFFSETS OCCUR ATA MINIMUM OF EVERY 50 FEET BY PROVIDING', 1. APPROXIMATELY 13,470 SOFT REQUIRES PEDESTRIAN AMENITIES iy RECESSED BALCONIES WITH A DEPTH OF 4' -2" AND BALCONY OVERHANGS WITH A DEPTH OF OF NO MORE THAN 5 FT 2. REQUIREMENT MET - PROPOSAL INCLUDES NEW OUTDOOR SEATING EXISTING AND NEW CONTAINER PLANTERS, NEW CANOPIES OVER SIDEWALK, 4. REQUIREMENT MET -BUILDING DESIGN BREAKS UP VAST EXPANSES BY A COMBINATION OF ARCHITECTURAL ELEMENTS AND FEATURES, EXISTING STREET TREES, EXISTING SIDEWALK LIGHTS, AND VIEW OF MURAL ACROSS STREET w0 LU INCLUDING, BUT NOT LIMITED TO OFFSETS, WINDOWS ENTRY TREATMENTS, BALCONIES, OVERHANGS AND FAUX BRICK 3. REQUIREMENT MET 5. REQUIREMENT MET- DESIGN PROVIDES DIFFERENTIATION BETWEEN THE GROUND FLOOR AND UPPER STORIES'. BALCONIES FOR UPPER e. AMENITIES ARE AVAILABLE ALONG 601 H 51 HAND MAIN STREETS W LEVELS; AWNINGS, CANOPIES . OR OTHER SIMILARTREATMENTS FOR LOWER LEVELS. VARIATION IN BUILDING MATERIALS PAINT, b. AMENITIES ARE SIZED APPROPRIATELY FOR AVAILABLE SPACE ORNAMENTATION, AND WINDOWS. c. AMENITIES ARE CONSISTENT WITH THOSE THROUGHOUT DOWNTOWN. AND SUI[ABLE FOR OUTDOOR USE 6. NIA b. NIA- NO BUS STOPS ADJACENT TO SITE J u C) T j € 1 2022.04.05 21006 SCALE DRAWN BY Z CHECKED BY JLF MAIN i w z_ Op 2 iw 0 O 6 J s K W I DOWN SPOUT z� NORTH 3.2L&30 MIXED USE DEVELOPMENT STANDARDS - SPECIFIC A. MUC DEVELOPMENT STANDARDS 1. REQUIREMENT MET -86 PERCENT OF GROUND FLOOR AREA WITHIN BUILDING IS DEDICATED TO COMMERCIAL USE; COMMERCIAL USE IS PROPOSED WITH RESIDENTIAL USES CONCURRENTLY 2. REQUIREMENT MET- MAXIMUM SQUARE FOOTAGE OF A SINGLE TENANT SPACE IS 2200 S.F. 3. REQUIREMENT MET- 100 PERCENT OF LOT/PARCEL IS BUILDING FLOOR AREA NOBOR ] CGL1A0�4��� CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelab.com W Ww.campfirelab.com 1"ACTUAL 1 IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. uu Ui-StNI� or c' REVISIONS. Date DATE JOB 2022.04.05 21006 SCALE DRAWN BY Z CHECKED BY JLF J W W Z > 0 1 > W W W J WF- iy '^ v/ � w m m LL Z w0 LU �ff L O o X 0 W a X < z U_ ¢z '0- W qe � �co 1"ACTUAL 1 IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. uu Ui-StNI� or c' REVISIONS. Date A2.01 i 1 DATE JOB 2022.04.05 21006 SCALE DRAWN BY 118" = VCO" BUD CHECKED BY JLF A2.01 i 1 705.11.1 PARAPET NOT LESS THAN 30" ABOVE THE POINT WHERE THE ROOF SURFACE AND 5 THE WALL INTERSECT 0 - 114" / 1'-0" CORRIDOR ;01 CORRIDOR 200 _ — 200 \ 631 SF 631 SF STOR. \� T— 219 \ U L 11 SF Y LOFT LOFT 302 305 j 301 SF 307 SF CORRtD6R— — UNIT 200 _ UNIT 202 631 SF -♦ 20 0 254 SF 254 F 1/8" = 1'-0" 0 CJ CD% r 1 i I i� Section B 4 \1 A3.01� 6l TI\ /J/ SHAFT (OPTION) �\ SHAFT LOFT LOFT LOFT LOFT I LOFT LOFT 311 EY12 311 310 1 309 1 F--30-8—] 307 SF 303 SF 307S- 301 SF 301 SF I i 301 SF co Q Z 3 2\1 U) iLU Re co of < 'T a- A3.0)� A3.01 A3A {/, V �� iL SHAFT SHAFT( (1 _ ROOF PLAN — le 40'- 6"IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL CEILING `\, HAVE ENLARGED OR ' REDUCED AFFECTING ALL LABELED 35' - 0 3!4" SCALES LOFT LOFT LOFT LOFT LOFT LOFT LOFT I 307 306 305 304 303 302 301 F 298 SF I LEVEL 3 - T.O. _ SUBFLOOR 301 SF 807 SF 307 ROOF ACCESS 2r -"A" 3/4" J � SF 301 SF 301 SF 301 S It © /r==1 COli 221 L T 15 0 s oars E STORAGE a 19 SF, 4 S 63 S LEVEL 2 - T.O. SUBFLOO 7,1}Ft5 -U.-15 v DATE 2022.04.05 1208.2 Minimum ceiling height,, JOB J08 21006 Exceptions: 4, Corridors contained within a divining unit or sleeping unit in Group R occupancy shall have a ceiling height of not less than 7 fee[. - - SCALE 1/8" = 1'-0" c d DRAWN BY BJD g Date Received CHECKED BY JLF C u APR 0 b 2V9 2 C A3 ori.01 ginal Submittal 11c 0 COL ROOF PLA CAMPFIRE COLLABORATIVE: 40' _6 ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelab.com _ CEILING _(�, w .campfirelab.com 35' - 0 3/4" \1 LEVEL 3 - T.O. _ SUBFLOOR_ 27'-03/4"� LEVEL 2-T.O. SLI FLOOR —,, �� V 18' - 2" — (E) FRAMING r, _Z 14'- 0 1/4" I J MEZZANINE LEVEL I m T-3151 i LEVEL 1 -SLAB W FFE > 0 3" DROP �� �l -01 _ 3" F W W W J � Uj to LU Z I Z 11 ID_ 0 ;F( 0 C a (n LU G U � aLL co Q Z 3 2\1 U) iLU Re co of < 'T a- A3.0)� A3.01 A3A {/, V �� iL SHAFT SHAFT( (1 _ ROOF PLAN — le 40'- 6"IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL CEILING `\, HAVE ENLARGED OR ' REDUCED AFFECTING ALL LABELED 35' - 0 3!4" SCALES LOFT LOFT LOFT LOFT LOFT LOFT LOFT I 307 306 305 304 303 302 301 F 298 SF I LEVEL 3 - T.O. _ SUBFLOOR 301 SF 807 SF 307 ROOF ACCESS 2r -"A" 3/4" J � SF 301 SF 301 SF 301 S It © /r==1 COli 221 L T 15 0 s oars E STORAGE a 19 SF, 4 S 63 S LEVEL 2 - T.O. SUBFLOO 7,1}Ft5 -U.-15 v DATE 2022.04.05 1208.2 Minimum ceiling height,, JOB J08 21006 Exceptions: 4, Corridors contained within a divining unit or sleeping unit in Group R occupancy shall have a ceiling height of not less than 7 fee[. - - SCALE 1/8" = 1'-0" c d DRAWN BY BJD g Date Received CHECKED BY JLF C u APR 0 b 2V9 2 C A3 ori.01 ginal Submittal 11c 0