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HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/21/2021RENDERING OF PROPOSED: PHOTO OF EXISTING: GENERAL NOTES: 1. 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 DESIGNER/ARCHITECT 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 DESIGNER/ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK. 3. CONTRACTOR TO PATCH AND REPAIR ALL STRUCTURE, FRAMING, AND FINISHES AFFECTED BY CONSTRUCTION. ALL EXISTING CONDITIONS OF THE SITE (INTERIOR ANI- EXTERIOR) NOT TO BE REMOVED OR DEMOLISHED SHALL BE PROPERTY PROTECTED AGAINST DAMAGE AND POSSIBILITY OF FIRE AND BODILY HARM. 4. ALL PERMITS SHALL BE PROPERTY 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 BY THE OWNER. 6. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR. ALL DISCREPANCIES SHALL BE DISCUSSED WITH DESIGNER/ARCHITECT 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 SHEETROCK/GYPSUM WALL BOARD (GWB) SHALL BE 5/8" 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 HEAT/COLD/MOISTURE. 10. WOOD IN CONTACT WITH CEMENT OR MASONRY SHALL BE PRESSURE TREATED. 11. PROVIDE ACCESS TO CONCEALED VALVES, DAMPERS, CONTROLS, JUNCTION 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 MILLWORK/CABINETRY. DESIGNER/ARCHITECT TO SIGN OFF ON SHOP DRAWINGS PRIOR TO CONSTRUCTION COMMENCEMENT. 15. CONSTRUCTION SITE TO BE CLEAN AND TIDY AT END OF JOB. 16. ALL WORK, MATERIALS, AND EQUIPMENT TO BE GUARANTEED FOR ONE YEAR FROM DATI� OF SUBSTANTIAL COMPLETION. 17. SEE A6.01 FOR ADA DIMENSIONS EXISTING BUILDING DATA: GLAZING/OPENINGS: GENERAL • HISTORIC WINDOW/DOOR OPENINGS, PREVIOUSLY INFILLED, TO BE • CONSTRUCTED IN 1909 BY CHARLES RIVETT REOPENED AND NEW GLAZING TO BE INSTALLED REINFORCED CONCRETE EXTERIOR WALLS, 12" THICK RECONSTRUCTION OF EXISTING STOREFRONT GLAZING IN A MANNER • WOOD -FRAMED FLOOR AND CEILING/ROOF, WOOD SUPPORT THAT IS MORE COMPATIBLE WITH THE HISTORIC CHARACTER OF COLUMNS/BEAM AT MID -SPAN BUILDING • HISTORIC USES INCLUDE GENERAL STORE & GROCERY STORE LO • LARGE MEZZANINE IN NORTH PORTION OF BUILDING BUILT IN 1917 TO FRAMING: PROVIDE FIRST LADIES' PUBLIC 0 O NEW STEEL MOMENT FRAMES AND FRAMED SHEAR WALLS AND • RESTROOM IN SPRINGFIELD ASSOCIATED FOOTINGS TO BE • MOST RECENT USE: THE SEWING ROOM 0 ERECTED TO SUPPORT EXISTING ROOF/CEILING STRUCTURE AND • EXISTING HEATING SYSTEM: LARGE RTU SERVING MAIN COMMERCIAL CONSTRUCTION OF 2 NEW SPACE; SUPPLEMENTAL WALL 0 STORIES ABOVE • HEATERS IN SMALLER SPACES 0 O EXTERIOR WALLS - NEW 6" STEEL STUD WALLS FOR APARTMENTS ON • EXISTING PLUMBING FIXTURES: 3 KITCHENETTE SINKS, 2 LAVATORY LEVELS 2 & 3 SINKS, 2 TOILETS, 4 WASHER/DRYER HOOKUPS, ONE TANK -STYLE WATER 0 O FLOORS — NEW OPEN WEB JOISTS FOR LEVEL 2 FLOOR; NEW TJI'S FOR HEATER LEVEL 3 FLOOR, WITH STEEL • NO EXISTING SPRINKLER SYSTEM FRAMING AT BALCONIES; NEW TJI'S FOR NEW ROOF STRUCTURE; NEW CAR -DECKING ASSEMBLY • FOR LIVE/WORK UNIT MEZZANINE DEMO SCOPE: 0 O INTERIOR BEARING WALLS — STAGGERED STEEL STUD BEARING WALLS BETWEEN APARTMENT • DEMO OF ALL EXISTING INTERIOR ELEMENTS, INCLUDING WALLS, • UNITS; BEARING SHEAR WALLS AT GROUND FLOOR FIXTURES, MEZZANINE, DROPPED CEILINGS O INTERIOR NON-BEARING WALLS — NEW INTERIOR WALLS THROUGHOUT • DEMO OF EXISTING WOOD FRAMED FLOOR ASSEMBLY AND INTERIOR APARTMENT UNITS, WOOD COLUMNS ENCLOSING STAIRS, W.C., UTILITY ROOM, STORAGE CLOSETS, ETC. _W W • O NEW BEAMS/COLUMNS AS INDICATED ON STRUCTURAL DRAWINGS CONCRETE SCOPE: O NEW STAIR SYSTEMS THROUGHOUT, INCLUDING (2) EGRESS STAIRS, • NEW FOOTINGS AS REQUIRED FOR NEW STRUCTURAL SUPPORT (12) TYPICAL APARTMENT • NEW CONCRETE SLABS ON GRADE ON GROUND FLOOR IN APARTMENT INTERIOR STAIRS, AND (1) MEZZANINE STAIR FOR LIVE/WORK UNIT ENTRY LOBBY, STAIRWELLS, AND LIVE/WORK UNIT; SLABS IN 2 �a Q COMMERCIAL TENANT SPACES TO BE POURED AS PART OF FIRE/LIFE SAFETY: SEPARATE/FUTURE T.I. PERMITS 0O FIRE RATED ASSEMBLIES - 1 HOUR SEPARATION BETWEEN GROUND FLOOR AND APARTMENTS • ON SECOND FLOOR; 1 HOUR BETWEEN APARTMENTS; 1 HOUR STAIR ENCLOSURES • O NEW NPFA-13 SPRINKLER SYSTEM TO BE INSTALLED THROUGHOUT BUILDING, IN ALL ENCLOSED SPACES ON ALL FLOORS, AND UNDER STAIRWELLS SITE OVERVIEW: 1 PIONEER 4TH STREET 5TH STREET 6TH STREET A STRE MAIN S S A STI EXTERIOR IMPROVEMENTS: • NEW PAINT ON EXTERIOR CONCRETE FACADE; NEW UPPER LEVEL WALLS TO BE CLAD IN BRICK -LOOK FIBER -CEMENT PANELS • NEW AWNINGS/CANOPIES 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 AND EACH COMMERCIAL SPACE; NEW EXHAUST DUCTING FOR RESIDENTIAL KITCHENS AND BATHS IN (13) APARTMENTS AS WELL AS (2) PUBLIC W.C. ON GROUND FLOOR; EXHAUST DUCTING FOR LAUNDRY IN 2ND FLOOR HALLWAY AND GROUND FLOOR LIVE/WORK UNIT; 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- 0 GALLON GREASE TRAP IN UTILITY ROOM; 2 NEW GAS WATER HEATERS IN UTILITY ROOM • O FIRE SUPPRESSION — NEW SPRINKLER SYSTEM THROUGHOUT; HOT TAP INTO MAIN FIRE SUPPLY • LINE ALONG MAIN ST., BACKFLOW DEVICE IN SW CORNER OF BUILDING; STANDPIPE AND FIRE • ALARM PANEL TO BE IN UTILITY ROOM; FIRE DEPARTMENT CONNECTION TO BE AT SE CORNER OF • BUILDING ALONG 5TH ST. VICINITY MAP NOT TO SCALE PROJECT SITE C2 SECTION - O®OT CLEARANCES 114" = 1'-0" VICINITY PLAN 1" = 40'-0" PROJECT DATA: MAP/TAX LOT: 17-03-35-31-08000 SITE ADDRESSES: 448 MAIN STREET SITE AREA: 40'x 120'(4800 S.F.) BUILDING AREA: EXISTING 1 STORY, 4768 S.F. (FULL LOT COVERAGE) PROPOSED 3 STORIES, 13,408 S.F TOTAL LEVEL 1 - 4720 S.F. LEVEL 2 - 4362 S.F. LEVEL 3 - 4326 S.F. PROJECT TEAM: OWNER: DAVID LOVEALL MASAKA PROPERTIES, LLC 1657 DELROSE AVENUE SPRINGFIELD OR 97477 PHONE: 541.345.9900 EMAIL: david@threesixteenministries.com ARCHITECT: JENNA L. FRIBLEY, AIA, LEED AP CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 341 MAIN STREET SPRINGFIELD, OR 97477 PHONE: 541.914.0334 EMAIL: jenna@campfirelab.com GENERAL CONTRACTOR: RYAN THOMAS RYAN THOMAS CONSTRUCTION, LLC 91069 N WILLAMETTE ST COBURG, OR 97408 PHONE: .541.687.6918 EMAIL: ryan@rthomasconstruction.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@WoodChuckEngineering.com ZONE: MIXED-USE COMMERCIAL CONSTRUCTION TYPE: 5B 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.I. PERMIT • ONE NEW LIVE/WORK UNIT ON GROUND FLOOR, WORK SPACE ADJACENT TO STOREFRONT • NEW RESIDENTIAL UPPER FLOORS -12 NEW APARTMENTS MECHANICAL: CONTACT HARVEY & PRICE 2105 NUGGET WAY EUGENE, OR 97403 PHONE: 541.746.1621 EMAIL: CCB #: 77 ELECTRICAL: BRAD ROGERS SUNSET ELECTRIC 3706 S EAV EY LOOP EUGENE, OR 97405 PHONE: 541.915.4883 EMAIL: brad@sunsetelectric.org PLUMBING: BEN ELLIS HARVEY & PRICE 2105 NUGGET WAY EUGENE, OR 97403 PHONE: 541.746.1621 EMAIL: bellis@harveyandprice.com CCB #: 77 FIRE SUPPRESSION: JUSTIN ROBERTS HARVEY & PRICE 2105 NUGGET WAY EUGENE, OR 97403 PHONE: 541.746.1621 EMAIL: jroberts@harveyandprice.com CCB #: 77 DEFERRED SUBMITTALS: • PHOTOMETRIC REPORTS FOR EXTERIOR LIGHTING FIXTURES • SHOP DRAWINGS FOR STEEL EGRESS STAIRS • SHOP DRAWINGS FOR EXTERIOR CANOPIES ABBREVIATIONS: S.F. SQUARE FEET V.I.F. VERIFY IN FIELD CLR. CLEAR MIN. MINIMUM MAX. MAXIMUM TYP.TYPICAL (E) EXISTING (N) NEW CTR. CENTER CL CENTER LINE INT. INTERIOR EXT. EXTERIOR T.O. TOP OF B.O. BOTTOM OF SHEET INDEX: AFF ABOVE FINISH FLOOR GWB GYPSUM WALL BOARD P.T. PRESSURE TREATED PLY PLYWOOD CFB CEMENT FIBER BOARD GLB GLULAM BEAM GL GLULAM UNOUNLESS NOTED OTHERWISE EA. EACH FDN. FOUNDATION DN DOWN BLDG BUILDING DWG DRAWING NUMBER SHEET NAME GENERAL z A0.01 COVER SHEET / VICINITY MAP A0.02 SITE PLANS I LAND USE DEMOLITION J A1.00 EXISTING / DEMO PLANS ARCHITECTURAL LO A1.01 NEW FOOTINGS & UNDERFLOOR A1.02 LEVEL 1 - DIMENSIONED PLAN A1.03 LEVEL 2 - DIMENSIONED PLAN A1.04 LEVEL 3 -DIMENSIONED PLAN A1.05 ROOF PLAN A2.00 EXTERIOR ELEVATIONS A3.00 SECTIONS/ELEVATIONS NOTE: THIS IS AN ABBREVIATED DRAWING SET FOR SITE PLAN REVIEW SUBMITTAL; MORE EXTENSIVE DRAWING SET TO BE SUBMITTED FOR STRUCTURAL PERMIT REVIEW �q I -e Cc)� aq-rte, t of t0 u CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelab.com www.campfirelab.com Ilk 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. VY z JOB 21006 0 `? J 0 SCALE As indicated LO DRAWN BY BJD N CHECKED BY JLF N_ Z A0m01 0 0 F_ 1 1 n rte. Z _W W WO w Q CL O r® U) 5 W_ 00 �a Q ZW z�- Q 2 CL Co dam- U) Ilk 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. REVISIONS: No. Description Date VY a JOB 21006 0 `? REVISIONS: No. Description Date DATE 2021.12.17 a JOB 21006 0 `? 0 0 SCALE As indicated LO DRAWN BY BJD N CHECKED BY JLF N_ Z A0m01 0 0 F_ 0 1 n Z ONING AND LAND USE CODE: ZONE: MIXED-USE COMMERCIAL 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.I. PERMIT • ONE NEW LIVE/WORK UNIT ON GROUND FLOOR, WORK SPACE ADJACENT TO STOREFRONT • NEW RESIDENTIAL UPPER FLOORS - 12 NEW APARTMENTS 3.2-625 MIXED-USE DISTRICT DEVELOPMENT STANDARDS -GENERAL EXISTING SANITARY STORM MANHOLE _....................................... AT +/- T BELOW RIM = 459.22 GRADE AT ALLEY SANITARY MANHOLE -4T- ­ T - T T - • T T�-• T - RIM 458.82 I N-- - - 12" SAN - - - - --- - - - 12" SAN - - - -• .•,,,,. - } - 12" SAN -� - F� • 8" STM - ' • --• - 8" STM - - - SD Q1 2.. GAS - - -�---• -- 2"GAS -• - - - - - -- 2"GAS -- - •I- - A. BUILDING DESIGN STANDARDS------ ------ - ------ 1 - • 1. ON CORNER LOTS/PARCELS THIS PROVISION APPLIES TO BOTH ELEVATIONS ' (E) GAS METER - (E) UTILITIES +459' SPOT ELEVATION REQUIREMENT: 50 PERCENT OF LENGTH OF ELEVATION MUST LINEARLY BE WINDOW AT GROUND , Nab 3; FLOOR EAST WALL = 120 FT LENGTH (E) DOWNSPOUT ' EAST WALL WINDOWS LENGTH = 62 FT 62/120=.52 REQUIREMENT MET SOUTH WALL = 40.42 FT LENGTH (E) ELECTRICAL (E) ELECTRICAL SOUTH WALL WINDOW LENGTH= 34.75 FT ❑ METERS VAULT /JUNCTION 34.75/40.42 =.86 REQUIREMENT MET REQUIREMENT: AT LEAST 25 PERCENT OF THE GROUND FLOOR WALL AREA AS WINDOWS AND/OR DOORS THAT ALLOW VIEWS INTO LOBBIES, MERCHANDISE DISPLAYS, OR WORKING AREAS. EAST WALL = 120 FT LENGTH EAST WALL VIEWS -IN WINDOW LENGTH = 43.1 FT (E) OMNI DIRECTIONAL STREET LIGHT 43.1/120 =.36 REQUIREMENT MET SOUTH WALL = 40.42 FT LENGTH PROPERTY LINE SOUTH WALL VIEWS -IN WINDOW LENGTH = 32.92 FT 32.92/40.42 = .81 REQUIREMENT MET (NO SETBACKS) I 13_ ____ EXCEPTIONS: NORTH WALL ADJACENT TO ALLEY, EAST WALL IS PARTY WALL 2. N/A 3. REQUIREMENT MET - ALONG THE VERTICAL FACE OF THE BUILDING, OFFSETS OCCUR AT A MINIMUM (E) 4" MAIN OF EVERY 50 FEET BY PROVIDING: RECESSED BALCONIES WITH A DEPTH OF 4,- 2" AND BALCONY ° WASTE LINE OVERHANGS WITH A DEPTH OF OF NO MORE THAN 5 FT __._.....----- -- I 4. REQUIREMENT MET - BUILDING DESIGN BREAKS UP VAST EXPANSES BY A COMBINATION OF ARCHITECTURAL ELEMENTS AND FEATURES, INCLUDING, BUT NOT LIMITED TO: OFFSETS, WINDOWS, ° E3(E) SEWER W ENTRY TREATMENTS, BALCONIES, OVERHANGS AND FAUX BRICK W 5. REQUIREMENT MET - DESIGN PROVIDES DIFFERENTIATION BETWEEN THE GROUND FLOOR AND UPPER STORIES, THROUGH BALCONIES FOR UPPER LEVELS, AND AWNINGS, CANOPIES, OR OTHER SIMILAR TREATMENTS FOR LOWER LEVELS. VARIATION IN BUILDING MATERIALS, PAINT, _ ORNAMENTATION, AND WINDOWS. e 6. N/A jLO PARTY WALL ................._...__.__.__.: I B. BUILDING ORIENTATION/SETBACKS - N/A. EXISTING,BUILDING C. WEATHER PROTECTION �` ` H , .. 1. REQUIREMENT MET- CANOPIES ARE WIDER THAN 6' (BUT NOT GREATER THAN 5' DEPTH), BUT ARE NOT CONTINUOUS ALONG BUILDING LENGTH 2. REQUIREMENT MET - AWNINGS AND CANOPIES DO NOT OBSCURE ARCHITECTURAL FEATURES (E.G., TRANSOM AREA) AND DO NOT EXTEND INTO THE SECOND STORY OF THE BUILDING. 3. REQUIREMENT MET - AWNINGS AND CANOPIES ARE IN PROPORTION TO THE OVERALL BUILDING (E) PARKING SIGN I AND CORRESPOND TO THE WIDTH AND LOCATIONS OF THE STOREFRONT OPENINGS. 4. REQUIREMENT MET - AWNINGS AND CANOPIES ARE NOT BACKLIT. .� 5. REQUIREMENT MET - AWNINGS AND CANOPIES ARE SU 8PENDED FROM THE BUILDING AND NOT SUPPORTED BY POSTS. ` D. LANDSCAPING & SCREENING _.._--------- -----_---...------...,-..,_.: „ 1. N/A - EXISTING BUILDING/SITE (E) TREE - 20 DIAMETER 2. N/A - NOT ADJACENT TO RESIDENTIAL, NO GROUND MOUNTED EQUIP., EXISTING STREET TREES 3. N/A - NO NEW LANDSCAPE AREAS 4. REQUIREMENT MET - EXISTING TRASH RECEPTACLES SHARED WITH NEIGHBOR AND HOSTED ON NEIGHBORING SITE BEHIND BUILDINGS, DOES NOT ABUT RESIDENTIAL DISTRICTS; ALL UTILITIES ALL INTERIOR FIXTURES, ARE WALL -MOUNTED ON THE REAR/ALLEY ELEVATION FACADE; (E) STREET TREES ARE FULLY FURNISHINGS, FLOORS, GROWN \ WALLS AND COLUMNS TO BE \ REMOVED ............ f E. STREET CONNECTIVITY/CIRCULATION - N/A, EXISTING SITE/DEMELOPMENT F. NEIGHBORHOOD COMPATIBILITY - N/A, NOT ADJACENT TO LDR ZONE G. PEDESTRIAN AMENITIES O 1. APPROXIMATELY 13,470 ES" 2. REQ ROPOSAL INCLUDES NEW OUTDOORSEATING, EXISTING AND NEW CONT "PLANTERS, NEW CANOPIES OVER SIDEWALK EXISTING STREET TREES, EXISTING SIDEWALK LIGHTS, AND VIEW OF MURAL ACROSS STREET �\ EXISTING GROUND FLOOR 3. REQUIREMENT MET COMMERCIAL - FORMERLY a. AMENITIES ARE AVAILABLE ALONG BOTH 5TH AND MAIN STREETS "THE SEWING ROOM" b. AMENITIES ARE SIZED APPROPRIATELY FOR AVAILABLE SPACE c. AMENITIES ARE CONSISTENT WITH THOSE THROUGHOUT DOWNTOWN, AND SUITABLE FOR OUTDOOR USE d. N/A - NO BUS STOPS ADJACENT TO SITE 3.2-630 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 4.6-100 MOTOR VEHICLE AND BICYCLE PARKING STANDARDS VEHICLE PARKING: DOWNTOWN SPRINGFIELD PARKING EXEMPTION BICYCLE PARKING: NUMBER OF STALLS REQUIRED: • RESIDENTIAL: 1/UNIT, 75% LONG TERM, 25% SHORT TERM 13 UNITS => 9.75 LONG TERM, 2.25 SHORT TERM • COMMERCIAL/RESTAURANT (TBD): 1/600 S.F., 25% LONG TERM, 75% SHORT TERM 2962 S.F. / 600 = 5 SPACES; 1.25 LONG TERM, 3.75 SHORT TERM TOTAL REQUIRED: • 11 LONG TERM (9.75 + 1.25) => 11 PROVIDED • 6 SHORT TERM (2.25 + 3.75) => 8 PROVIDED • 1 LONG TERM OVERSIZED => 1 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 IN THE PUBLIC SIDEWALK WHERE THERE IS A MINIMUM 5 FEET BETWEEN THE PARKED BICYCLE AND THE STOREFRONT AND 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 -EXISTING/NEW 1*1 (E) DOWN SPOUT (E) CURB WEEP HOLE \ I .................. ..._..... -. -- --------- -------------- I - ---.._ ------------------- -------­-------- ------------------------------------------- ------------- - ............. (E) TREE - 20" E DOWN DIAMETER SPOUT (E) WATER C 1 , METER (E) LID 11 ,1 --FIRE-- - - - - - - ----FIRE-------:..__......_-----------.12 PVC---- �� FIRE I H20- - - - " �.. - - --�- - - -H2O- - - - - - - - - - - - - - .- I (E) OMNI (E) PARKINGDIRECTIONAL (E) TRAFFIC SIGNAL POLE SIGN STREET LIGHT I (E) CURB WEEP (E) 1"WATER Y HOLE SERVICE TO -' METER � I 0 U W v I MAIN STREET SITE PLAN - EXISTING 1„ _ 10'-0'1 --12"SAN - - -- -- - - - -- - - 12"SAN -- - -- - --- 8"STM -- '-- - --8"STM - - - -- - -- 2" GAS 2"GAS --- '-- --2"GAS -- - --------- �_E - -E - -E -T-- E- - - E- - _ INTERNET SERVICE (N) POWER UTILITY, I/F-%r+nc+ nnr-rrn a PROPERTY LINE (NO SETBACKS) PARTY WALL SITE PLAN - NEW 1 if = 10'-0" 4 SHORT TERM STALLS MAIN STREET ,12" PVC_ FIRE --H2O- -�- -- I I I I 2 m U) 3:w w ryz J d H m Aft u CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelab.com www.campfirelab.com 0 FIXTURE TYPE W. C. LAV SINK URINAL MOP WH WASHER EXISTING 2 0 5 0 0 1 4 REMOVED 2 0 5 0 0 1 4 NEW 15 0 27 0 2 2 2 TOTAL COUNT 15 0 27 0 2 2 2 NET GAIN 13 0 22 0 2 1 -2 1*1 (E) DOWN SPOUT (E) CURB WEEP HOLE \ I .................. ..._..... -. -- --------- -------------- I - ---.._ ------------------- -------­-------- ------------------------------------------- ------------- - ............. (E) TREE - 20" E DOWN DIAMETER SPOUT (E) WATER C 1 , METER (E) LID 11 ,1 --FIRE-- - - - - - - ----FIRE-------:..__......_-----------.12 PVC---- �� FIRE I H20- - - - " �.. - - --�- - - -H2O- - - - - - - - - - - - - - .- I (E) OMNI (E) PARKINGDIRECTIONAL (E) TRAFFIC SIGNAL POLE SIGN STREET LIGHT I (E) CURB WEEP (E) 1"WATER Y HOLE SERVICE TO -' METER � I 0 U W v I MAIN STREET SITE PLAN - EXISTING 1„ _ 10'-0'1 --12"SAN - - -- -- - - - -- - - 12"SAN -- - -- - --- 8"STM -- '-- - --8"STM - - - -- - -- 2" GAS 2"GAS --- '-- --2"GAS -- - --------- �_E - -E - -E -T-- E- - - E- - _ INTERNET SERVICE (N) POWER UTILITY, I/F-%r+nc+ nnr-rrn a PROPERTY LINE (NO SETBACKS) PARTY WALL SITE PLAN - NEW 1 if = 10'-0" 4 SHORT TERM STALLS MAIN STREET ,12" PVC_ FIRE --H2O- -�- -- I I I I 2 m U) 3:w w ryz J d H m Aft u CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelab.com www.campfirelab.com 0 �7 x JEN : z O F F W F W W U) W Zw W F_ w Wo a 0 IZ V) W 00 Q ZLL Q Z qqT qe 11)a 2 �0- 4 u) 1" ACTUAL + I IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. REVISIONS: No. Description Date DATE 2021.12.17 JOB 21006 SCALE 1" = 10'-0" DRAWN BY BJD CHECKED BY JLF �7 x JEN : O REVISIONS: No. Description Date DATE 2021.12.17 JOB 21006 SCALE 1" = 10'-0" DRAWN BY BJD CHECKED BY JLF FOOTING SCHEDULE: DESIGNATION FOOTING SIZE REINFORCEMENT F24 24"X24"X12" (3) #5 BARS EACH WAY F30 30"X30"X12" (4) #5 BARS EACH WAY F36 36"X36"X12" (4) #5 BARS EACH WAY F42 42"X42"X12" (5) #5 BARS EACH WAY F48 48"X48"X12" (6) #5 BARS EACH WAY F54 54"X54"12" (7) #5 BARS EACH WAY F60 60"X60"X12" (8) #5 BARS EACH WAY F69 69"X69"X12" (8) #5 BARS EACH WAY F114 114"X114"X24" (13) #5 BARS EACH WAY F3660 36"X60"X12" #4 BARS @ 8" O.C. E.W. F3696 36"X96"X24" #4 BARS @ 8" O.C. E.W. F18 x 30.5 F18 x 48 F18 x 79.625 F36x60 F36 x 72 U W F36 x 90 W W 0 W F36 x 96 EL 0 ^ F48 x 138 (n W_ (N) 30"W STRIP FOOTING W/ 8" STEM WALL —� DOWEL INTO —� EXISTING FOOTING HDU5 w/ SSTB24 —� (N) 30"W STRIP FOOTING _ W/ 8" STEM WALL DOWEL INTO - EXISTING FOOTING HDU5 w/ SSTB24 (N) 33" W STRIP FOOTING W/ 8" STEM WALL —� DOWEL INTO EXISTING FOOTING DOWEL INTO EXISTING FOOTING DOWEL INTO EXISTING FOOTING F-UU I INU 3-UU I INU I A B NEW FOOTINGS FOOTING I I C ID rF� (E) FOOTINGS ____o DOWEL INTO EXISTING FOOTING — 6a DOWEL INTO EXISTING FOOTING — 5a DOWEL INTO EXISTING FOOTING - DOWEL INTO EXISTING FOOTING GAS METER - OH WASTE LINE FROM UPPER LEVELS; UNIT 212- 3" CAPPED STUB, TYP. —\ WASTE LINE FROM UPPER LEVELS; UNITS 210 & 211 3" CAPPED STUB, TYP. —\ WASTE LINE FROM UPPER LEVELS; UNITS 208 & 209 —� WASTE LINE FROM UPPER —� FLOOR LAUNDRY WASTE LINE FROM UPPER LEVELS; UNITS 206 & 207 3" CAPPED STUB, TYP. —� 3" CAPPED STUB, TYP. WASTE LINE FROM UPPER LEVELS; UNITS 204 & 205 3" CAPPED STUB, TYP. WASTE LINE FROM UPPER LEVELS; UNITS 202 & 203 CT SERVICE W/ METER, ENTER WALL ABOVE 14', RUN CONDUIT OH TO MAIN PANELS IN UTILITY ROOM - --(D — 6a 5a — (N) HOSE BIBB �---- (N) CONCRETE FOOTING FOR WH (SIZE TBD) BACKFLOW DEVICE FOR DOMESTIC H2O (N) SPRINKLER RISER UNDERFLOOR TRAP PRIMER VALVE �— 3" GAS - OH (N) FIRE DEPT CONNECTION THROUGH WALL, T ABOVE GRADE 2 3" CAPPED STUB, TYP. i I I I I I I BACKFLOW DEVICE 1 L J 1 10 I I I I I I 1 1= 1 1 1 1 1 WASTE LINE FROM UPPER I I i I 11 1 LEVELS; UNIT 201 A -F I I 1 I .::.:.::...... 4" LINE ENTERS UNDERFLOOR, EXTENDS TO AND UP FURRED WEST WALL, TRAVELS OVERHEAD AT DIAGONAL TO (N) SPRINKLER RISER NEW UPSIZED WATER SERVICE & METER I I UNDERFLOOR PIPING PLAN 1/811 /s„ ! 1 1-011 1/8#1 = 1 1-011 NX of CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelab.com www.campfirelab.com 0 Z F W 1 uj w cl) U W Z �. W W 0 W Q EL 0 ^ (n W_ 00 Q Z �- Q Z�— Iq qq Q 2 00 0- q, lqTw ,, 1"ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. r U F Allr REVISIONS: No. Description Date DATE 2021.12.17 JOB 21006 SCALE 1/8" = 1'-0" DRAWN BY BJD CHECKED BY JLF Al 0l ■ - 1" OWNERS/MAINTENANCE CLOSET UNDER STAIRS (1 -HR FIRE RATED) I DIMENSIONED FP - LEVEL 1 3/16"= 1'-0" 20'- 11 1/4" 29'- 5 1/4" 28'-9" 9 3/4" O l VIP[ L CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelab.com www.campfirelab.com 0 2021.12.17 a. Z 21006 I - `t 0 co 0 SCALE 3/16" = V-0" ►ri DRAWN BY Author N CHECKED BY F W N Z Al OC O w m02F- F- O 0 W a W OC F- t/�W W �. Z W Wo Ill Q a O - �® WW 00 Q Z U- z d' Q 2 C C/) ACTUAL ------------- IF IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. At 44 eJf p� mmm 't - Eu REVISIONS: No. Description Date DATE 2021.12.17 a. JOB 21006 I - `t co 0 SCALE 3/16" = V-0" ►ri DRAWN BY Author N CHECKED BY Checker N Z Al O w m02F- O 0 a 6a T 6 5a 5 TT 4 3 19'- 7 1/2" 19'- 7 1/2" 29'- 5 1/4" , 19'- 7 1/2" -v , V c 01 CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelab.com www.campfirelab.com 10 9'-51/4 A. 9'-93/4" 91-93/411 9'-93/4" 9'-9314" 9'-93/4" 9'-93/4" 9'-93/4" 9'-93/4" 9'-93/4" 9'-93/4" I Q .. . ...... . ...... ...... . ...... . ...... . ...... . ...... . ...... ---- — ------ . ...... ..... ...... . ...... - — ------ . ...... ...... . ...... . ...... . ...... . ...... . ...... — — ------ -- — ------ . ...... z 7 90 X — —o Q m 'Y om UNIT UNIT UNIT UNIT I UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT 212 uj c� — —/— — — — 7 — — — -7— — — 210 L 2�� 208 207 1 206 205 F 204 1 203 202 F 201 uj > 251 ".3' F 254 SF 254 SF 254 SF 254 SF 254 SF 254 SF 254 SF 254 SF X 254 SF 254 SF 251 SF z 9-13/4 " 9-3 1' TYP 210 209D 208D 207D 206D 205D 204D 203D 212D 211D 202D 201 D 7 7 04 4' - 4"' 1 1'- 8 1/4' 4' - 411 cl) Fm -111wp uj Typ 212C C 21 1C 21 OC 209C 208C 207C 206C 205C 204C 203C 202C 2011C 4 /4" 41 1'-91/2" 1'- 9 114" - 11-91 r=4 TYP TY P 0') MAI Fr F cj) C/) A r =A r ===I F ui III if 0) co 7 cois u ii u ca rill C) CO r LO it cr- F- Of C) co cq v - C) C) C) c:> C) C14 04 04 C14 W 0 LL- if N CL Lu - 0 v I v 4 F- llilililliiilllij (/) W uj Z LL ---- --1A ---1 c� ---- ----- ___ ---- ----co 00 < z L uJ U) Ix 1/2" [,2'- 9 1/2" 00 Ix 2f - 9 1/4" 1 31- 41' 121- 9 1/4" 3'- 0 1/2" TYP I r- 1 117, �T�-O 1/2" ------------ < < < < < < C) 00 r- Q LO (y) IN T -- v- I C) (D C) CD C) c� C) CD < < N — N N IC�N N cq N CN CN N CNIt / < < 04 EQ, EQ CORRIDOR LJ -1 CNI co 0*) 1" ACTUAL L -- — - — - — - — - — - J co 200 0 i if 00 4'- Owl Typ. -1 U) < c� co F 626 SF IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") u 16 17 18 19 20 21 222A 223A EXACTLY THIS AWING WILL CLOSET W/D W/D STOR. STOR. STOR. STOR. STOR. R01 s STOR. STOR. C14 HAVE TO BE ENLARGED OR C14 4 REDUCED AFFECTING ALL LABELED LO 21 215 c� —DN CD DN 21 LO I SCALES. F 0 ;iT A4 ;;T 11 SF 10 SF 10 SF 10 SF 11 SF 12 SF 12 SF ELEC 44 SF 42S �14 SF n 1- 7 37 111 7 7 77 /\ / / / / '/ z V A 10'-71/4" 111-111, 1'-3112" 5'-83/4" 10'-03/4" 2'-81/2" 8'-71/2" -'2 1/41' 191-101, ...... . ........ 3'- 5 3/4" ELECTRICAL PANEL ------- 2'- 911 31- 11/4" T - 0 1/211 3'- 0 1/21' 3'- 0 1/211 31- 2 3/4" 5'- 5" STAIR OPENING STAIR OPENING xx HVAC OPTION SHELF STACKED STACKED SHELF LADDER y WASHER/ WASHER/ 7 1117- t777 -1 414h 7210C '206C 2 0-4 C �202C L iii if IF 15 DRYER DRYER J, DIMENSIONED FP - LEVEL 2 3/1611 = 11.011 REVISIONS: No. Description Date DATE 2021.12.17 %J1 -0 -B 21006 SCALE 3/16" = 1ll-0111 DRAWN BY BJD CHECKED BY JLF Al m03 2 A1.10 DIMENSIONED FP - LEVEL 3 �3/10" = 1'-0" co V r PROPERTY LINE 0 ' 0 CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelab.com www.campfirelab.com Z Q J a 0 w z 0 cnz w 0 M J W W'i J (Dz DATE 2021.12.17 JOB 21006 a 3/16" = 1'-0" DRAWN BY J CHECKED BY JLF Al ■ 04 m W DC H W W OC cl) U) W �- w WQ w Q CL O ^ �� cn W L- 00 Q Z d' cl. 'V< 5 �`/ ' f1 d- w 1"ACTUAL ,, Ilk IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. xx fir V a� O REVISIONS: No. Description Date DATE 2021.12.17 JOB 21006 SCALE 3/16" = 1'-0" DRAWN BY BJD CHECKED BY JLF Al ■ 04 SKYLIGHT, T) ROOF PLAN KEY DIRECTION OF FLOW OF WATER 4 {6a Q c 5. 4 J I, sr 3/1611= 11_011 MINI SPLIT REF. LINES HVAC UNITS L�11\LL f\/ VI I1-17 HOOD ►OWN POUT � A c COU CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelab.com www.campfirelab.com i(OD DATE Z JOB i 21006 — 3/16" = V-0" 1 DRAWN BY 0 CHECKED BY JLF ` i Al t t t 005 f c i Fm W DC Fm W W DC F— (1) U W ti Zw W F-ry WO Q o Wo I— J 5: � (n W 00 Q Z0 Q 2Z Re qIT Q 2 oo 4U) ,, 1"ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. REVISIONS: No. Description Date DATE 2021.12.17 i JOB i 21006 01i 3/16" = V-0" 1 REVISIONS: No. Description Date DATE 2021.12.17 i JOB i 21006 SCALE 3/16" = V-0" 1 DRAWN BY BJD CHECKED BY JLF ` i Al t t t 005 f c i LEVEL 3 - T.O. SUBFLOOR _ 2T-03/4'° LEVEL 2 - T.O. SUBFLOOR 81-211 - - rh (E) FRAMING GV 141 -0 1/411 — LEVEL 1 - SLAB FFE O' - 0,, - ?' " a `off \ ,r •. �'� �t����w'ti��'�� �� w F - _u) Z O LL w w CV 0 CURB `4 16'- 7 3/4" 14 O © O ARCHITECTURE & DESIGN, PC541.914.0334 www.campfirelab.com 2 East _ _ South 1/811 _ 1 I_0f4 1/811 1 1_011 CANOPY 3 A5.00 - CURB 0 Z c) J ca F W 1 W W H c U) w ~ Z w 0) Wp Q p W Wc) 1- -j 5 IZ CO W 00 � Q z� Q 5z d" d' Q 2 CL U) ,, 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. �, ea { �a " i Via: 01 REVISIONS: No. I Description Date 3" DROP _01 _ 3,f 7 6a 5a 4 3 1a DATE 2021.12.17 JOB 21006 SCALE 118" = 1'-011 DRAWN BY BJD 4 West 3 North 11 CHECKED BY JLF 1 /8.. _ 1,-n11 1 /8 - 1 -0 A2m01 a m 0 T O 6 N O rn r- N Z O w O J CL 705.11.1 PARAPET NOT LESS THAN 30" ABOVE THE POINT WHERE THE ROOF SURFACE AND THE WALL INTERSECT A CB - 1 t- -- M 114" / Un 5 A3.01 C D A N T 6Ta6 5a 5 7 SHAFTS I SHAFT (OPTION) m —_ x'10, —-—C6RRtD 200 626 SI 0 L � NOV A B C D —ROOF PLAN CAMPFIRE COLLABORATIVE: 40' 6" ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelab.com CEILING www.campfirelab.com LOFT7 35' - 0 3/4" 305 307 SF LEVEL 3 - T.O. _ SUBFLOOR 27'-03/4" UNIT ' 205 , LEVEL 2 - T.O. JI I/' 1AS _ SUBFLOOR 0 18 -2 Z o 0061 _ (E) FRAMING Q 141-01/411 MEZZANINE LEVEL Im ENANT SPACE �...- 7' - 3 1/2" F 100 ....._...._.. �: { LEVEL 1 -SLAB FM 2191 SF FFE C/) W I off > ...... — Ix� �....... ... � ; � ..... 3 D R P ; : -0 - 3„ 3 Section C T T T w =jW N Z O H U W N F 1"ACTUAL /I IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. W W All �.A LEVEL 2 - T.O. w. U Cl) W -- (E) FRAMING Z W Wo Q o Of® C) 50- W �-_j U)W � z� Q 00 Q 5;z Q 00CL ROOF PLAN — 40' - 6" — CEILING 351-03/411 LEVEL 3 - T.Q. 1"ACTUAL /I IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. _ SUB_FLOOR� 27'-03/4" All �.A LEVEL 2 - T.O. w. SUBFLOOR, 181-211 -- (E) FRAMING 14'- 0 1 /4" REVISIONS: { `` i C (� No. Description Date MEZZANINE_LEVEL — — — — — — — — — — — — — — 1 \ CV \ O ' LEVEL 1 -SLAB _.. ° — — FFE \ 7777 t, 7.1 . ......... . ......... 77777 .. .. . ..... ' .... .... ......... ....... ... ......... ..... .. ..... . . ........ .. . . ....... ... . ....... . ...... ......... . .......... ... . . ......... . ..... . ...... ......... - -------- ... ..... ...... ...... ........ . 3 ROP. ..... ; 0 3 ... DATE 2021 12 17 1208.2 Minimum ceiling heights JOB 21006 Exceptions: 4. Corridors contained within a dwelling unit or sleepiong unit in Group R occupancy shall have a ceiling height of not less than 7 feet. SCALE 1/8" = 1'-0" Section D 55 ection E " - _ 11-011 � 1/811 = 1'-0" DRAWN BY Author 1/8 CHECKED BY Checker A3001 a. LO LO N 0 N N Z O 0 W F- O J a