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Home My WebLink AboutPlan, Final APPLICANT 8/18/2022PHOTO OF EXISTING.: GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH LOCAL & STATE CODES, ORDINANCLS. 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 DESIGNERIARCHITECT 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 AND EXTERIOR) NOT TO BE REMOVED OR DEMOLISHED SHALL BE PROPERLY PROTECTED AGAINST DAMAGE AND POSS1131LITY OF; FIRE AND BODILY HARM. 4. ALL PERMITS SHALL BE PROPERLY DISPLAYED ON SITE. GENERAL CONTRACTOR(S) TO BE BONDEDANSURED 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 DESIGNERIARCHITECT PRIOR TO COMME_NCEMENTOF WORK. 7. DIMENSIONS OF NEW CONSTRUCTION ARE TO FACE OF FRAMING. UNLESS NOTED OT HERN/ISE. ALIGN NEW FRAMING WITH EXISTING FRAMING, AND NEW FINISHES WITH EXISTING, TYPICAL. ALL SHEETROCK/GYPSOM WALL BOARD (GWB) SHALL BE 518" UNLESS NOTED OTHERWISE. 8. MATERIAL CHOICES, FIXTURES AND FINISHES NOT SPECIFIED SHALL BE PRE -APPROVED 8 Y OWNER AND DESIGNERIARCHITECT. 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. 16. WOOD IN CONTACT WITH CEMENT OR MASONRY SHALL BE PRESSURE E 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 FLUOR MOUNTED OR SUSPENDED MECHANICAL & ELECTRICAL EQUIPMENT. 13, ANY CHANGE ORDERS (WRITTEN OR DRAWN) NECESSARY FOR PROJECT SHALT_ BE SIGNED BY DESIGNERIARCHITECT PRIOR TO ORDERING MAI ERIALS OR MAKING NEW CONSTRUCTION. 14. SHOP DRAWINGS TO BE SUBMITTED FOR ALL CUSTOM DESIGN ELEMENTS AND MILLWORK/CAGINETRY. DESIGNERIARCHITECT 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 BAR OF SUBSTANTIAL COMPLETION. 17. SEE A6.01 FOR ADA DIMENSIONS PROJECT OVERVIEW: E KI.STING BUIL 01 NFG DATA CONSTRUCTED IN 1909 BY CHARLI38 RIVIETT REINFORCED CONCRETE EXTERIOR WALLS, 1 <" I I'IICIK WOOD-FRANIED FLOOR AND CEILING/ROOF, WOOD SUPPORT" COLUMNSIBI IAM AT MID SPAN HISTORIC USES INCLUDE GENERAL SHORE & GROCERY STORE LARGE ME Z ANINE. IN NORTH PORT1014 OF BUILDING BUILT IN 1917 TO PROVIDE FIFJI LADIES PUBLIC RI STROOM IN SPRINGFIELD MOST RECEIH USE THE SEWING ROOM EXISTING HE A:T'INO SYSTEM: LARGE. RTU SERVING MAIN COMMERCIAL SPACE; SUP'. 11 E MENTAL WALL HEATERS IN SMAI LER SPACES EXISTING PLUMBING FIXTURES: 3 KILL HENE TTE SINKS, 2 LAVATORY SINKS, 2 TOILETS, 4 YVSHE WDRYE R HOOKUPS, ONE 'FANK S TYLE WATER HE -A HER NO EXIS TING 5il'RIINKLER SYSTEM DEMO SCOPE: DEMO 01= ALL E (ISLNG INTERIOR EI LE.MENTS, INCLUDING WALLS.. FIXTURES, MLLIANINE, DROPPED CEILINGS DEMO OF EXISTING WOOD FRAMED FLOOR ASSEMBLY AND INTERIOR WOOD COLUMNS f;ONCRETE SCOPE: NEW FOOTINGS AS REQUIRED FOR NEW STRUCTURAL SUPPORT NEIN CONCH TIE SLABS ON GRADIS ON GROUND FLOOR IN APARTMENT ENTRY LOBEY. STAIR WE1.L.S. AND LIVI /WORIK UNI i • SLABS IN 2 COMMERCIAL TE HAN F SPACF_S TO BE POURED AS PART OF SEPARAI-EIFUTURE T.I- PERMITS SITE OVERVIEW: ASIME MAIN SFREI- S A STRLI PIONEER 41H 5TH 6TH PKWY E STREET STREET STREET GLAZINGIOPENINGS: HISTORIC WINDOW/DOOR OPENINGS. PREVIOUSLY INFILLED, TO BE REOPENED AND NEW GLAZING TO BE INSTALLED RECONSTRUCTION OF EXISTING STOREFRONT GLAZING IN A MANNER I HAT 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 ROORCEILING STRUCTURE, AND CONSTRUCTION OF 2 NEW STORIES ABOVE EXTERIOR WALLS - NEW 5" STEEL STUD WALLS FOR APARTMENTS ON LEVELS 2 & 3 FLOORS - NEW OPEN WEB JOISTS FOR LEVEL FLOOR, NEW TJI'S FOR LEVEL 3 FLOOR, WITH STEEL FRAMING AT BALCONIES', NEW TJI'S FOR NEW ROOF STRUCTURE; NEW CAR -DECKING ASSEMBLY FOR LIVENVORK UNIT MEZZANINE INTERIOR BEARING WALLS -STAGGERED STEEL STUD BEARING WALLS BETWEEN APARTMENT UNITS. BEARING SHEAR WALLS AT GROUND FLOOR INTERIOR NON-BEARING WALLS - NEW INTERIOR WALLS THROUGHOUT APARTMENT UNITS, ENCLOSING STAIRS.. W ., 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, AND (1) MEZZANINE STAIR FOR LIVENVORK UNIT FIREILIFE SAFETY: FIRE RATED ASSEMBLIES -1 HOUR SEPARATION BETWEEN GROUND FLOOR AND APARTMENTS ON SECOND FLOOR, 1 HOUR BETWEEN APARTMENTS, 1 HOUR STAIR ENCLOSURES NEW NPFA-13 SPRINKLER SYSTEM TO BE INSTALLED THROUGHOUT BUILDING, IN ALL ENCLOSED SPACES ON ALL FLOORS.. AND UNDER STAIRWELLS PROJEC r SIT r_ }VICINITY" MAP NOTTO SCALE TI) I'XTERIOR WALL. OF BUILDING (E) SWEET LIGHT ATT ACHED TO E EXTERIOR WALL TRAFFIC JIGNAL POLEABOVE OF BUILDING I HEAT IEI [ED BY DESIGN I I (EI TRAFFIC SIGNAL LIGHTPOLE I I II I +MAST I I ret,�j 1 � 1 I IF) ACCEqS POINTS IN I \ LIGHT GRAY.'IYP. 11 .a / T A /Z/ l �0ff" v le R FIN qti y, C IT E„ 1% I.Y .@p 1.. 1 - - CURB b 8 _ 5.. SEE ODOT TRAFFIC STANDARDS FIG 5-90 FOR EXAMPLE OF LOW VOLTAGE UTILITY CLEARANCES + 5.5.4 LIT ILL FY CONFLICTS FOR ACCOMPANYING NARRATIVE ! SECTION - ODOT TRAFFIC STANDARDS - CLEARANCES 114" 1 G" EXTERIOR IMPROVEMENTS: • NEW PAINT ON EXTERIOR CONCRETE FAQADE; 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 UNITAND EACH COMMERCIAL SPACE NEW EXHAUST DUCTING - FOR (12) RESIDENTIAL KITCHENS AND BATHS LOCATED ON SECOND AND THIRD FLOOR OF UNITS, AND (1) GROUND FLOOR LIVE/WORK 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 SUPPLYNVASTE PIPING: FLOOR DRAINS IN GROUND FLOOR WO'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 }I -STORM J f\ �s DRAIN GRATES A STREET STORM DRAIN ADJACENT PROPERTY NOT IN SCOPE PROPERTY LINE -p (AREA OFWORK) ALLEY STORM DRAIN GRATE AT END 4 �= OF BLOCK i MAIN STREET r-_ STORM DRAIN ro GRATE DAT END --------- OF BLOCK -. ..... ._. J - - --- -) STORM -Jt� STORM DRAIN DRAIN '' GRATE GRATE + it r I- I w y 2 F a 1 (E) MAILBOX UNIT STORM DRAIN GRATE 2'-3"X2'-9". TYR STORM DRAIN _STORM STORM DRAIN DRAIN __GRATE GRATE THE 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 3.3-200 AND DELINEATED ON THE WELLHEAD PROTECTION AREAS MAP ON FILE IN THE DEVELOPMENT AND PUBLIC WORKS DEPARTMENT ig VICINITY PLAN TJ 1" - 40'-0n PROJECT DATA: MAP/TAX LOT: 17-03-35-31-08000 SITE ADDRESSES: 448 MAIN STREET SPRINGFIELD, OR 97477 SITE AREA: 40' x 120'(4600 S.F.) BUILDING AREA: EXISTING 1 STORY, 4768 S.F. (FULL LOT COVERAGE) PROPOSED 3 STORIES, 13,408 SE 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. davitl@threesixteenministries.com ARCHITECT: JENNA L FRIDLEY, 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: BlanQrthomasconstmction com BOB #. 188458 STRUCTURAL ENGINEER: CHARLES (CHUCK) C DO 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 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 LIVENVORK 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 ELECTRIC 3706 SEAVEY LOOP EUGENE, OR 97405 PHONE: 541 915.4883 EMAIL. bmd@sunsetelectric.org PLUMBING: BEN ELLIS HARVEY & PRICE 2105 NUGGET WAY EUGENE, OR 97403 PHONE: 541.748.1621 EMAIL: bellis t�harveyandprice.com CC8 #:77 FIRE SUPPRESSION: JUSTIN ROBERTS HARVEY & PRICE 2105 NUGGET WAY EUGENE. OR 97403 PHONE: 541.746.1621 EMAIL: jmber @harveyandpdce.com BOB #: 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.LF. VERIFY INFIELD CLR. CLEAR MIN. MINIMUM MAX. MAXIMUM TYP. TYPICAL (E) EXISTING (N) NEW CTR. CENTER CL CENTERLINE INT. INTERIOR EXT. EXTERIOR T.O. TOP OF B.O. BOTTOM OF SHEET INDEX: NUMBER SHEET NAME GENERAL A0.01 COVER SHEET/VICINITY MAP A0.02 SITE PLANS / LAND USE ALL ABOVE FINISH FLOOR GW8 GYPSUM WALLBOARD P.T. PRESSURE TREATED PLY PLYWOOD CFB CEMENT FIBER BOARD GLS GLULAM BEAM GL GLULAM ONO UNLESS OTHERWISE NOTED EA. EACH FON, FOUNDATION DN DOWN BLDG BUILDING DWG DRAWING DEMOLITION A1.00 EXISTING I DEMO PLANS ARCHITECTURAL 21006 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 A2.01 EXTERIOR ELEVATIONS A3.01 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 �IV1Gt,l S� W U) LJ r J 9,ypFf 04�� Rf C0LIP� CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelab.com W Ww.campfirelab.com 1"ACTUAL _ IF THE ABOVE D DOES NOT MEASURE ONE INCH (1") EXACTLY. THIS DRAWING WILL HAVE AF ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. o REVISIONS'. No. Description Date DATE Z JOB 21006 SCALE As indicated DRAWN BY I CHECKED BY JLF /J� m i uj L� i W Lu i� r- W C) Zw W ~x W O a (0� K � d' U) W � 1"ACTUAL _ IF THE ABOVE D DOES NOT MEASURE ONE INCH (1") EXACTLY. THIS DRAWING WILL HAVE AF ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. o REVISIONS'. No. Description Date A0.01 DATE 2022.04.05 JOB 21006 SCALE As indicated DRAWN BY BJD CHECKED BY JLF A0.01 GENERAL NOTES: i. ALL WORK FOR INCREASED POWER SUPPLY TO BE COMPLETED WITHIN EXISTING UTILITY EASEMENTS AND UTILIZING EXISTING UNDERGROUND CONDUIT RUNS, NO DEMOLITION OF ROADISIOE::WALK REQUIRED. 2. ANY NECESSARY REMOVAUDISTURBANCE OF CONCRETE WITHIN THE PUBLIC WAY WILL ERIE REPAIRED I3Y REPLACING FULL PANELS. 3. EXISTING DOWNSPOUTS ON MAIN ST. AND 5TH ST. ARE PIPED TINDER THE SIDEWALKS TO NJEEP HOLES IN THECURB. EXISTING DOWNSPOUT AT THE NW CORNER IS PIPED UNDERGROUND AT THE ALLEY. EXISTING DOWNSPOUTS WILL BE REPLACEDJEXTENDED, 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-TENANTST.B.D_. WILL BE SUBMITTED UNDER SEPARATE T.I. PERMIT • ONE NEW LIVE/WORK UNIT ON GROUND FLOOR, WORK SPACE ADJACENT TO STORE' FRONT • NEW RESIDENTIAL UPPER FLOORS- 12 NEWAPARTMENTS FLOOD ZONES I TIME OF TRAVEL / 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 LATESTADOPTED FEMA FLOOD INSURANCE RATE MAPS. • THE SITE IS NOT LOCATED IN ANY OF THE TIME OF TRAVEL ZONES. AS SPECIFIED IN SDC 33200 AND DELINEATED ON THE SPRINGFIELD WELLHEAD PROTECTION AREAS MAP. APPLICABLE DESIGN STANDARDS FROM SPRINGFIELD DEVELOPMENT CODE: 3.2-625 MIXED-USE DISTRICT DEVELOPMENTSTANDARDS GENERAL • 3.2-630 MIXED-USE DISTRICT DEVELOPMENT 'STANDARDS SPECIFIC 3.3-1000 NODAL DEVELOPMENT OVERLAY DISTRICT 3 2-240 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 VEHICLE PARKING: DOWNTOWN SPRINGFIELD PARKING EXEMPTION BICYCLE PARKING: NUMBER OF STALLS REQUIRED. RESIDENTIAL: 1/UNIT 75% LONG TERM. 25% SHORT TERM 13 UNITS -= 4.75 LONG TERM 3.25 SHORT I ERM COMMERCIAURESTAURAN (TBC)'. 1/600 BY 25% LONG TI''_RM 75`/a SHORT l"ERM , 2962 S.F. / 600 5 SPACES 1.25 LONGTERM, 3.75 SHORT TERM TOTAL REQUIRED: 11 LONG TERM IN 75+ 1,25) > 11 PROVIDED 1 LONG TERM OVERSIZED -> 1 PROVIDED 7 SHORT TERM 0.25+3.75) _> 8 PROVIDED ADDITIONAL LONG- TERM STORAGE IF REQUIRED FOR COMMERCIAL T ENANT SPACES TO BE PROViOFD GO RHHN TENANT SPACES AS PART OF FUTURE INTERIOR BUILDOUT (TO BE GHBMI T FEE IN SEPARATE T . PERMIT) LOCATION OF SHORT TERM STALLS. HOOPS INSTALLED ON PUBLIC SIDEWALK, WITH A MINIMUM OF 5 PELT BETWFEN THE PARKER BICYCLE AND THE STOREFRONT - DOES NOT CONFLICT WITH PEDEST RIAN ACCESSIB:Ll I Y NO FURTHER THAN 50 FEET FROM THE MAIN BUILDING ENTRANCE OR PRIMARY POINT OF PC I RY TO THE USE CLEARLY VISIBLE FROM THE MAIN BUILDING ENTRANCE OR PRIMARY POINT" OF ENTRY TO THE iJSE SEPARATED FROM MOTOR VEHICLE PARKING BY A CURB TO PREVENT DAMAGE( 10 PARKED BICYCLES PLUMBING FIXTURE COUNT EXISTINGINEW (FOR SYSTEMS DEVELOPMENT CHARGE CALCULATION) FIXTURE TYPE F WOLAV SINK URINAL MOP WH ILAUNDRY NOFLS -. EXISTING 2 0 5 00 1 4 REMOVED 2 0 5 0�-.0 �I i 4 NEW 15 2 26 0 2 2 2 - - TOTAL COUNT 15 2 26 0 2 2 2 NETGAIN 13 2 21 0 2 ''. 1 2 NOTE. FIXTURE COUNTS FOR FUTURE COMMERCIALJRESTAURANT TENANT SPACES ON GROUND FLOOR NOT INCLUDED. TENANT INFILL FOR THESE TWO SPACES TO BE SUBMI f TED AS SEPARATE PERMITS. (E)IMPERVIOUS CONCRETE SIDEWALK 1'-XIS1"ING SANITARY STORM MAN[ OTE AT+J- TBELOW - RIM=45922 GRADEAT ALLEY / --- - - - -- ---+458 ] SPOT ELEVATION - --- -- SANITARY MANHOLE SF •T- 1-P .-..__T...-._.—.T ._T__ RIM 468,82 125AN--•�•_.. �_. •^ 12 SAN -•---E, J - .-,2"SAN -{-^ -^'- 3ITM ^- O'SIM - -- ----- Sp - �- 2 IyS 2 GAS �..-' - 2 GAS - 2"OAS --� •li l E ----E .E..... ..-E E-� - - (E)GAS METER DEMO(E) POWER UTILITY +459 -SPOT ELEVATION ,E) DOWN SPOUT (E)ELECTRICAL TE) ELECTRICAL TO UNDERGROUND �� — ❑ METERS VAULT (JUNCTION SFORM WATER �r]1 PIPE (E) CURRENT CITY STANDARD DECORATIVE i y' I LED FIXTURE / PROPERTY LINE (NO SETBACKS) � ❑ _ - \�� I MAIN WAS WASTE LINE B ' ppy Cl I (t) SEWER w I F ARTY WALL \ \� o� \ L 1E. (E) TREI- 0" DIANETI'_R (H2O PARTY WALL GVh{ > - —_— --- 1 -.Revision 1 T-- T—I 2 2 �. _---_--.J "Revision BJD ,TSAN�- — 12SAN - —T �----,2'SAN --- 111.. CONCRETE PANELS --�-4ST O'STM � M--- ---- 2 GAS GES -2"GAS Y1 1 --E (N)POWER UTILITY __ E— IN) ___ (E) PARKING SIGN (E) CAS METER I INTERNET SERVICE W VA y/ W Z WWQ - L�J TR SIT F)TREE -2P"DIAMETER U) LU G ¢Z -_- U) W AL OVE ; �� (E)DOWN SPOUT -9` ALL INTERIOR FIXTURES,JL TO UNDERGROUND FURNISHINGS. FLOORS. _ LIVE/WORK -� WALLS AND COLUMNS TO BE REMOVED I STORM WATER �t PIPE I TENANT SPACE C 1 130 j \ �I �I II T ADJACEr \ = 2183 SF EXIS TING 3 GROUN FLOOR PROPERTY NOT11 I I COMMERCIAL - IORMERLY II SCOPE 413 SF THE SEWING ROOM " j� N FLOOR DRAINrr I,'I 2 Z2 1 i =', l L _. ._.. PROPERTY LINE ----r "' _ (NO SETBACKS) ti ------ I TENANT SPACE { 11 STANDARD LONG-TERM BICYCLE PARKING STALLS 120 & 1 OVERSIZED BICYCLE 721 SF I PARKING STALL w W PARTY WALL GVh{ > I 1 -.Revision 1 \ 2 2 �. _---_--.J "Revision BJD DEMOLISH 6 FULL 110 111.. CONCRETE PANELS � 34 SFrI (E) PARKING SIGN Lu W VA y/ W Z WWQ - L�J LU F)TREE -2P"DIAMETER U) LU G ¢Z -_- U) W -9` ALL INTERIOR FIXTURES,JL ' \ FURNISHINGS. FLOORS. WALLS AND COLUMNS TO BE REMOVED I �t I TENANT SPACE C \ �I �I II 100 ADJACEr \ = 2183 SF EXIS TING 3 GROUN FLOOR PROPERTY NOT11 COMMERCIAL - IORMERLY II SCOPE THE SEWING ROOM " j� 1 O - (E) DOWN SPOUT TO UNDER -SIDEWALK DRAIN PIPE - EXIT THROUGH WEEP HDL@ AT CURB I I (E)CURB 0 WEEP HOLE DEMOAWNING (F, DOWNSPOUT TO UNDER -SIDEWALK DRAIN PIPE - D 17 THROUGH WEEP HOLE AT CURB I -'L. (E) PARKING -� '.F SIGN (E)CURB WEEP LET V WATER HOLE SERVICE TO VIR HER (E)CROSSWALK WATER METER METER -_ -- --- (E) LID12 PVC -H20 MAIN I - -II-II}------_ �20 MAIN �^ (E) TRAFFIC SIGNAL POLE ( (E) CURRENT CUYAND MAST, (E) ASSOCIATED STANDARD STREET LIGHT IN-LINE AND I DECORATIVE LED y' PARALLEL TO TRAFFIC I FIXTURE ¢ SIGNAL MAST � II O IF_ V I w I MAIN STREET li (E.) PLAN-_ASSES11 MENT AND PUBLIC . UTILITIES H — AT GRADE (~/] ACCESSIBLE F OVERSIZED - ENTRYDOOR ACCESS - BICYCLE , BICYCLE CONTROLLED STALL 7 -IN) CON CRETE v .. PAVEMENT T 7° F• SIDEWALK IN) BIKE HOOP, 2 SHORT TERM STALLS L J" a. 7:- 7(N) BIKE HOOP, 2SHORTTERM STALLS . I BACKFLOW AT GRADE DEVICES / ACCESSIBLE ENTRY, TYPICAL i _5. 0 (N) BALCONIES ABOVE (TOP OF BALCONY 27'- 314") JL (N) GOOSENECK DOWN LIGHIT FIXTURES, TYP. - (N) FIRE DEPT CONNECTION THROUGH WALL (P T ABOVE GRADE, WITH 78" WORKING SPACE HEIGHT CLEARANCE (912.4.2) 't IIS (E) STORMWATER PIPING UNDER XY SIDEWALK TO WEEP HOLE IN CURB (N) AWNING ABOVE AT 14' - - SEE 21A0.01 I w n oI 1�.. ...._.. On WATER 'METER /1 (N) EXTERIOR WALL SCONCE LIGHT FIXTURES TYP J Y\ -H2O MAIN —H2O MAIN -- f I _ ---------- 12"PVC — - -- -- H2O MAIN / n (E) CURB WEEP I, III HOLD (N) BIKE HOOP, / 2 SHORT TERM STALLS 1 OB HOT TAP (N) BIKE HOOP, INTO WATER 2 SHORT TERM STALLS SUPPLY LINE I� MAIN STREET - PROPOSED SITE AND UTILITI f C0LLP CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541,914 0334 hello@campfimlab.com w .campfrelab.com 1" ACTUAL�� IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH H") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. REVISIONS' No. DesCriphon Date 1 -.Revision 1 Z 2 2 2022.07.27 "Revision BJD CHECKED BY JLF Lm i Lu W y/ W Z WWQ O UJI 0- LU d U) LU G ¢Z q* i U) W 1" ACTUAL�� IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH H") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. REVISIONS' No. DesCriphon Date 1 -.Revision 1 2022.04.05 2 2 2022.07.27 "Revision BJD CHECKED BY JLF DATE 2022.07.07 JOB 21006 SCALE 1" = 10'40" DRAWN BY BJD CHECKED BY JLF G0.02 I = CONCRETE RAMP ARTIFACT - PERHAPS FROM 1909 q-81/2" CONSTRUCTION ACTIVITY BASALT BOULDER `A ( i i I DATE I, JOB ''5 SCALE I - -- - - - - STOREFRONT GLAZING & - - CHECKED BY ALUMINUM FRAMING: DEMO(E)ENTRY PROTECT/PRESERVE �j VESTIBULE ADJACENT HISTORIC WOOD 1'.. \ FRAMING ELEMENTS ,� - - o - - 0 G - u- ( i 1.._i Ii (LO .B I i L u I -- (J p, � pt J `J LI i HISTORIC FOOTINGS UNDERFLOOR-- — — — 1/8 1 -0' C� - BASALTBOULDERS- PERHAPS PIER FOOTINGS FROM PREVIOUS STRUCTURE CONCRETE FOOTINGS REMNANTS - PERHAPS FOR BUILDING PRE -1907 REMOVE ALL PLUMBING FIXTURES, TYP +CAP PIPING WHERE NOT TO BE REUSED REMOVE ALL PLUMBING FIXTURES TVP +CAP PIPING WHERE NOT TO BE REUSED REMOVE ALL PLUMBING � I FIXTURES TYP �f +CAP PIPING WHERE NOT TO BE REUSED REMOVE ALL PLUMBING FIXTURES, TYP +CAP PIPING WHERE NOT TO BE REUSED (E) PLUMBING EXISTING WASHER/DRYER - HOOKUPS, CAP PIPING WHERE NOT TO BE REUSED DEMO ELECTRICAL UTILITIES c0LLAe�RP til =----------- — I T c[]�I-- REMOVE SOLID INFILL CAMPFIRE COLLABORATIVE: -II 9 (E) OPENING ARCHITECTURE & DESIGN, PC 541.914.0334 L— hello@campiirelab.com –r-1 'L— www.mripfirelab.cam WOOD COLUMN REMOVE El SOLID INFILL@NE)OPENING I I 06. �'I�II I I Ii — DEMO -(L)77 r III COLUMN TI:= REMOVE INFILL @ (E) DOOR OPENING - REMOVE GLAZING, DEMO SOLID INFILL@(E)OPENING Q II wool) ) COLUMN n l II I Z Z W F_ - _= I. REMOVE INFILL O _ —)I JL------- @(E) DOOR OPENING N DEMO (E) IL- JI WOOD L COLUMN C Lu W W REMOVE INFILL Q @(E) WINDOW OPENING LU -- DEMO (L) ' �_ W O W WOOD L_ COLUMN Q 0 a U) W ZLL L REMOVE INFILL ��yy�� Y Q @(E) WINDOWOPENING co Q Z - ) X U) `DEMO (E) W Re U) - WOOD IT COLUMN Y 1"ACTUAL \\ REMOVE INFILL - ``--- REMOVE EXISTING FLOOR \ @ (E) WINDOW OPENING �SEMBLV THROUGHOUT \ IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH H") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. DEMO (E) WOOD REMOVE INFILL COLUMN @ (E) WINDOW OPENING _vll 19'-21/4" < - - �A n EXISTING/ DEMO PLAN_ U 1/8" = 1'-0" REVISIONS: No. Description .Date to L. -- / DEMOTE) DATE WOOD JOB COLUMN SCALE DEMO (E) NON -HISTORIC - -- - - - - STOREFRONT GLAZING & - - CHECKED BY ALUMINUM FRAMING: DEMO(E)ENTRY PROTECT/PRESERVE �j VESTIBULE ADJACENT HISTORIC WOOD 1'.. \ FRAMING ELEMENTS ,� 19'-21/4" < - - �A n EXISTING/ DEMO PLAN_ U 1/8" = 1'-0" REVISIONS: No. Description .Date to L. -- DATE 2022.04.05 JOB 21006 SCALE 1/8" = 1'-0" DRAWN BY BJD CHECKED BY JLF A1.00 FOOTING SCHEDULE QUANTITY DESIGNATION FOOTING SIZE REINFORCEMENF 1 F24 24"X24"X12" (3) #5 BARS EACH WAY 1 F30 30"X30"X12" #4 BARS @ 8" 0 . EIN. 2 F36 36"X36"X12" (4) #5 BARS EACH WAY 2 F42 42"X42"X'12" (5) 45 BARS EACH WAY 2 F48 48"X48"X12" (6)#3 BARS EACH WAY 1 F54 54"X64"12" (7) #6 BARS EACH WAY 1 F60 50"X60"X12" (8) #5 BARS EACH WAY 1 FS9 69"X89"X12" (6)#5 BARS EACH WAY 1 F114 114"X114:(24" (13)#5 BARS EACH WAY 1 P30X30.5 30"X30.5"X12" 114 BARS @ 8" O.C. E IN. 2 F3048 30"X48"X12" #4 BARS @ 8" 0 C; E W. I F3080 30"X86':)(12 #4 BARS @ 8" 0 . EIN. 2 F3660 36"X60"X12" 44 BARS @ 8" 0 . EI W. I F3672 36"X72"X12" #4 BARS @ 8" O.C. EIN. 2 F3690 36"X90"X12" #4 BARS @ 8" 0 C EIN. 1 F3696 36"X96"X12" #4 BARS @ 8" QC. E W. 1 F48138 48"X138"X15" #4 BARS @ 8" QC. E.W. #4 BARS (TYP.) -� 6 EMBEDMENT IN IE; CONCIRETE. 30" LAP INTO (N) CONCRETE (N) 30"W STRIP FOOTING wl El" STEM WALL -� #4 BARS (TPP.) --� 6" EMBEDMENT BJ (E) CONCRETE 30" UAP INTO (N) CONCRETE #413ARS TfP.) -� T EIMBEDMENIIN (E) CONCRETE 30" LAP INTO (N) CONCRETE (N) 30"W STRIP FOOTING _ B'S I EM WALL #4 BARS (T'YP_) - 6" EMBEDMENT M (E) CONCRE_TF 30" LAP INTO (N) CONCRER: (N) 33IN SHI FOOTING TINE 08".STE_M WALL #4 BARS HYP I b EMBEDMENT IN(EI CONCRETE 30 LAP INTO(N) CONCRETE #4 BARS (TYP ) 0 Y EMB[ DMENT IN (E) CONCRETE RETE 30' LAIP INTO (N)CONCRETE NN � Li. OM 6" EMBEDMENT IN (E) CONCRETE � (N) HOSE BIBB 30' LAP INTO(NI CONCRETE U. #4 GARB (TYP.) - 6" EMBEDMENT' IN (L) CONCRETE 30" LAP INTO IN) CONCRETE 6" EMBEDMENT' IN (E; 30" LAP INTO (N 6" EMBEDMENT IN (E) 30" LAP INTO (N) 6" EMBEDMENT IN (E) C 30" LAP INTO (N) C I \ I C, NEW FOOTINGS 1/8" = 1,-1), (E) V REINFORCED CONCRETE PERIMETER WALL #4 BARS (TYP.) 6" EMBEDMENT IN (E) CONCRETE 30'i -AP INTO (N) CONCRETE (E) FOOTINGS - #4 BARS (TYP.) 6" EMBEDMENT IN (E) CONCRETE 30" LAP INTO (N) CONCRETE - #4 BARS (TVP.) 6" EMBEDMENT IN (E) CONCRETE 30" LAP INTO (N) CONCRETE - Sa �U #4 BARS (TYP J 6" EMBEDMENT IN (E) CONCRETE 30" LAP INTO (N) CONCRETE -- 0J j- #4 BARS (TYP.) 6" EMBEDMENT IN (E) CONCRETE 30" LAP INTO (N) CONCRETE U 44 BARS (TYP J 6" EMBEDMENT IN (E) CONCRETE 30 LAP INTO (N) CONCRETE _ ZJ GAS METER - OH WASTE LINE FROM UPPER LEVELS UNIT 212 I I I I 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 I I i WASTE LINE FROM UPPER -- LEVELS. UNITS 206 & 207 3" CAPPED STUB, TVP. 3" CAPPED STUB, TYP. WASTE LINE FROM UPPER LEVELS'. UNITS 204 & 205 3" CAPPED STUB, TYP. WASTE LINE FROM UPPER LEVELS. UNITS 202 & 203 3" CAPPED STU61'YP BACKFLOW DEVICE BACKFLOW DEVICE WASTE LINE FROM UPPER - LEVELS'. UNIT 201 'CT SERVICE W/ '.. METER, ENTER WALL I ABOVE 14', RUN CONDUIT ON TO MAIN PANELS IN UTILITY ROOM r CUT INTO( E) STRIP FOOTING AS I NEEDED FOR PLUMBING, TYP. - �7J I I �LhV I!I I I I II I'I II I I II II II I II II II I I II II II I I I I.I I I I " I I ❑ III II I I II II i I II II i I Ewan (N) 75 GAL -Till' GREASE TRAP III 4" CAPPED J III - STUB LL . 1 f i Ii 1= III 'q I I I I I I I S I I . II II II I I II II TIL II II I II II SII I II II 'I II II a I 1 I I I I I I III I I III I I i I I I III' .4E-0.. --'H20-•-4—j L- i I I 11 I—•-- III I I I I � I I OO III I I I I II I II II I . II II II I H2O •�: I I I I I IE I CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelab.com www.campfrelab.com FIRE DEPT �' CO CONNECTION THROUGH WALL, ��S T ABOVE GRADE C� . r1,, OI Glr OV 4" LINE ENTERS UNDERFLOOR, J I 1 TO BACKFLOW DEVICE, EXTENDS TO AND UP FURRED WEST WALL, TRAVELS OVERHEAD AT DIAGONAL TO (N) UPSIZED WATER (N) SPRINKLER RISER I SERVICE & METER I —H2O MAIN----------------- Ill H2O MAIN—•---•— ---_12"PVC___ H2O MAIN (N) HOT TAP INTO WATER �1 SUPPLY LINE U 6J C D 1 UNDERFLOOR PIPING PLAN 1/8" = 1'-0" REVISIONS: DATE 2022.04.05 JOB 21006 SCALE 1/8" = 114" DRAWN BY BJD CHECKED BY JLF A1.01 0 Z NN � Li. OM � (N) HOSE BIBB ,J LLI U. � H (N) SPRINKLER RISER Q W /- UNDERFLOOR TRAP PRIMER VALVE Z I 3"GAS -OH LL� ry r - --C4) LU LU v wF Z LU Z OW W0 a (0 LU ¢ z W co << gOf U Z qe rG 00 V U7 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH EXACTLY, THIS DRAWING (1") WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. FIRE DEPT �' CO CONNECTION THROUGH WALL, ��S T ABOVE GRADE C� . r1,, OI Glr OV 4" LINE ENTERS UNDERFLOOR, J I 1 TO BACKFLOW DEVICE, EXTENDS TO AND UP FURRED WEST WALL, TRAVELS OVERHEAD AT DIAGONAL TO (N) UPSIZED WATER (N) SPRINKLER RISER I SERVICE & METER I —H2O MAIN----------------- Ill H2O MAIN—•---•— ---_12"PVC___ H2O MAIN (N) HOT TAP INTO WATER �1 SUPPLY LINE U 6J C D 1 UNDERFLOOR PIPING PLAN 1/8" = 1'-0" REVISIONS: DATE 2022.04.05 JOB 21006 SCALE 1/8" = 114" DRAWN BY BJD CHECKED BY JLF A1.01 ,7) Cal l6% 7 112' >- 2 18 5 I AI� 130B III ¢� / XN� LIVEMORK 19'-11 liZ 130 414 SF -j (PLUS MEZZANINE k 203.29 SF SEE 1/Ai 06) �DOWN LIGHT �� - r UP II I TENANT SPACE ELECTRICAL MAIN ILI 1 L- 120 j -SEE #/E# 1 -. u 723 SF e U II , I I Po %I SDSI ollaz (N) HOSE BIBB �' o `,, Dowty LIGHTV 115A ,< NORTH STAIR 915 A X j BD> �I 108 SF V 3' r I i I I EF TRASH RECYUP p I I w I I 1 I I I I I I III I I 11, im A107 — — 5 1 I TRASH ALCOVE CLOSET\ i 47 SF 43 SF - OWNERS/WINTENANCECLOSET UNDER STAIRS (1 -HR FIRE RAPED) JIIVIGIVJI VIVCu FC" 3/16" = 1'-0" BTiH STREET -- 5 4 7 -HOOP BIKE RACK I U -HOOP BIKE RACK 11-3 112" 2-0' I -i TO TREE I I L — � I 1_,j _ O ,JJ 4'-53/4 / _--_-6 1 DOWN IG HT - ---_- - I 114 __ DOWN LIGHT DOWN LIGHT - DOWN LIGHT DOWN LIGHT —_ __ s� _v �I '�— - —_.— -- FLEC ELEC UTILITY RM. ( �7 !" �A1 0� o� 111 - w� - - �� 10 z 111A 121 SF o l l LU _ 1118: � I of - I6'-21/4" .S LOBBY W.C. J 4i 110 0 _ $k 1 12 �+ 334 SF 89 SF y. t 12 C 1006 0 I� Q I W.C. � �- L 113 SOUTH STAMP e' -a. i T 114 I 0 � - I -D 136 SF +-I 4 1 II II II II [p II II II II II II II II II II II II T"+I • - IIII �IlI ' I I IIIIII I1I QW IIII 1II III II I II ! IIII I!II III I II IIII ! I� ra II I II IIII 1 IIIII IIII IIII III III IIIIIII PA -I 29 -5114 1a FIRE DEPARTMENT \ CONNECTION — \ � 3 0" k CLEARANCE --- DOWN LIGHT DOWN LIGHT0;"I — �OD - (N) LED FIXTURE 9314" III I lIi Lai TENANT SPACE 100 2183 SF u 28'-9" 3 3/4' A _ (N) LED FIXTURE rUhl Imphill CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelabcom w Campfirelab.00m 100A ' I (N) HOSE BIBB Z (N)LED FIXTURE 0 it �! �J U -HOOP BIKE RACK PERPENDICULAR TO )) V-3314" CURB )!). U -HOOP BIKE RACK w PERPENDICULAR TO aI Z NN Lfi w) CURB 1 (/ ;rye' Z W M- f` TO CDRB G ; w rn F Z D_F w r Lu U.10 LLI 33/4"� (N)LED FIXTURE D_ J a�o W aLL CO Z u W � �� J d 2 -vu 9 3/4" I w Z rUhl Imphill CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelabcom w Campfirelab.00m i1lcTeu�at IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH IT') EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. e" J) MEN a w of, REVISIONS. No. Description Date DATE 2022.04.06 JOB 21006 SCALE 3/16" =1'-0" DRAWN BY BJD CHECKED BY JLF A1.02 v Z 0 �J w I > aI Z NN Lfi w) 0 Z W I ui G w rn F Z D_F w r Lu U.10 LLI D_ J a�o W aLL CO Z u W � �� J d 2 -vu i1lcTeu�at IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH IT') EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. e" J) MEN a w of, REVISIONS. No. Description Date DATE 2022.04.06 JOB 21006 SCALE 3/16" =1'-0" DRAWN BY BJD CHECKED BY JLF A1.02 GENERAL NOTES: I . SEE UNIT 212 FOR TYPICAL DIMENSIONS OF END UNITS 2. SEE UNIT 211 FOR TYPICAL DIMENSIONS OF INTERIOR UNITS BJ �)_C54�1 1g_g• � _-� 19-7112' � 19'-71/2"�"K, Vi 28'-5114" __—- ,rf` � 1 t 712, AI 08 9'-5114 9'-93/4 -� - —9-91/3 _9 9e�r{_ 9-9314" -� 9'-9314" 9 9314" 9'-93/4" t UNIT UNIT UNIT - UNIT UNIT UNIT UNIT UNIT a — - - - - 212 211 210--''I 2U9 Y Dim-- C07 ?W6 7 205 252 SF 254 SF I 254 SF 254 Sr- 254 SF 254 SF 254 SF 254 SF m 9'-1314 9'- � p y lOD - -II _ 206D 206D 212D 211D lYP 210D 209D TVP —a14 � 201" U9( SC 2 211C ,91� L4 4 114 4 14 - C 1--_=- o r 3'-4 1,2'-91/2 li i- 1�2 CLOSET 2_13 ELEC 35 SF y _ ELECTRICAL PANEL 8' 9114 1� u 1112 a'-93/4 YP TYP 3'-4 = TYP of ` X \ Z DATE 2022.04.05 JOB 21006 SCALE 3/1 B" =1'-0" O N 1 < SD }U' l _r�zr�z a"CORRI� \ / 2 61/4" - GYPSUM FINISH OR \ I H 1_2_X12, �0',• AROUND 15 liII 2OOPENINGTYPII OSTEELDOOR II II _\/ItlfI1 \ „ O PENING 31/2 TECTIVES IF 631 SF - r t-D714I l 11-7 ( I � -----.— 13 9 - ..111/4'• __— Ii1 -_- - -'-_— 9'_111/4'_1, 101/4" 8 7112' _ —2114 --- - -- - �. _ STACKED SHELF 19-101, 2 STAIR OPENING 1 STAIR OPENING HVAC OPTION - SHELF - STACKED' L- SHELF WASHERI I WASHER/ DRYER I DRYER I 1 I 1.-- SEAL THROUGHOUT SHAFT. FIRE TAPE TYP r1 DIMENSIONED FID - LEVEL 2 J 3/16 1'-0" 9' - 9 314" 9 9 314" 0 1. J 19 71/2 9'-111/4" V-9314" 9'-5114" UNIT 7UNIT UNIT UNIT —V 202 201 204 254 SF 254 SF 254 SF 251 SF I of 204D 203D 202D 201D N i 9314 �� m E — 204C 203G �_ 202C 201C O el II - _ 1 B 114 IIA 4 I r " II Ir Pr111, � IIP= - II Y'91 lll Q1 IrL Ir -� li N- �-1 0 112" 2' - 9 N N N O I N I 4'-8114" O 16 77 18 19 20 N 21 T22- STOR. STOR CCESS 6TOR. 510R. STOR. '2 10112' 3 4 3' 4" 3'-4" 3'-4 TX -43141 5-41/2" 2'-191/2"2'-10112" S r E $ X � LADDER 41, V A ii \' Y "Or COLlP4�� CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelab.com www.campfirelab.com REVISIONS. Nn. I Description Date Z DATE 2022.04.05 JOB 21006 SCALE 3/1 B" =1'-0" DRAWN BY BJD CHECKED BY JLF I J m w W z LU W W/�/ LL W Vi N Z w LU 00 J Q ° CCo W U) iEL V V J) 1"ACTUAL IF THE ABOVE DIMENSION NOT MEASURE ONE INCH DOES (1") EXACTLY, THIS DRAWING HAVE TO BE ENLARGED WILL OR REDUCED AFFECTING ALL LABELED SCALES. REVISIONS. Nn. I Description Date A1.03 DATE 2022.04.05 JOB 21006 SCALE 3/1 B" =1'-0" DRAWN BY BJD CHECKED BY JLF A1.03 5 '61 AL (T 5 4T 5a 2 Y Y `li u ` I I I I I I I PROPERTY LINE TF I I � II I -- — ---- ---- ---- —-- —-- --— -- f I I _ al L 312A 311A 310A 309A 308A307A 306A 305A 304A 303A 302A L301A QI IiI TI LOFT LOFT I LOFT I L®9 I LOFT LFT LOFT LOFT LT LT LOFT OFT 312-3108O06050�3� l � I - SI m 303 SF 307 SF I i 30'1 SF 6 301 F 01 SF 301 SF 307 SF 307 SF 301 SF 301 SF 301 SF 298 SF v a 13 4', iVP� I �,I F� ---- -- _� --- o _ 1� �, - - �! — — -- — — — -== -- — -- c o o.-_ _. __ - -_ - _`– o c o – o o cam- _ a li. Lc� o. r ---1i1 ---- I>,. c 1- --- roC o 'o ol. -___ --- ''..o oll, ----- --- Eo oo U „�,) �'.0 0 O C, 'o o O 7 0 0 11 I N al I ! I I I - �I I I I I I 'I OPEN OPEN PEN I -.- iz Z Z Z V4" 9'-9314 9 9314 9-93/4' 9'-9314" - 9'-9314" 9'-93/4" 9'-9314" 314" 9-98 9'-93/4" B 9 - 314" -...-_-314 ✓-9-9 J2NNAAND I 'Al KEDASOU-TISV?Ali IT SFIST RATED TH IGHIT To iA'tti P ,h,A IWd,NIHE^YP'IAM SYS'EM.SSLS GNWtNUA - DIMENSIONED FP - LEVEL 3 3/16" = 1'-0" CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914 0334 hello@o mpfirelab.com w w.cempfrelab.com 1 ACTUAL t IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH U EXACTLY THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. A REVISIONS'. Description I Date V 2022.04.05 JOB 21006 SCALE 3/16" = V-0" DRAWN BY BJD CHECKED BY JLF Q J J m a F- � ' F - w > Z W co W n 6 Z rn H� M w w0 a K'L W G LU KLL W co co �� J q �n 1 ACTUAL t IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH U EXACTLY THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. A REVISIONS'. Description I Date DATE 2022.04.05 JOB 21006 SCALE 3/16" = V-0" DRAWN BY BJD CHECKED BY JLF A1.04 SKYLIGHT, TYPICAL DOWNSPOU TO UNDERGROUN STOR>WATER PI ROOF PLAN KEY DIRECTION OF FLOW OF WATER 5TH STREET WEEP HOLE l r21 i- in CURB 1Z ROOF PLAN i 3/16„ = 1,_0„ MINI SPLIT REF. LINES HVAC UNITS HUUU CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campfirelab.com www. campfirelab.com V I W I W` a _ � NN I� Lfi 1 W W CB) (� LU __— - � i J Z p moo! a WwO I a U.U)W O a(3 O co < �z DC Re i i DOWN SPOUT TO UNDER -SIDEWALK DRAIN/ V ACTUAL PIPE - EXIT THROUGH WEEP HOLE ATCURB WEEP HOLE IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") / EXAVETOB ENLAWINGRGED WILL HAVE AF E ENLARGED OR BE REDUCED AFFECTING ALL LABELED SCALES. OF � REVISIONS: No. Description Daie DATE 2022.04.05 JOB 21006 SCALE 3116" = 1'-0" DRAWN BY BJD CHECKED BY JLF A1.05 ROOF PLAN v 40 _ g„ - Y /Y �AQ 4� I' hr I IT ,Tl li ci) r) (n In" H), ITI Ir� FTai f9m,,, m iiim (ii I m cT� 1) Iri` LEVEL 3 - T.O. SUBFLOOR - - =- 27 - 0 3/4"ELM LEVEL 2 - T.O. - . rs_. /1 SUBFLOOR - T -7-- 18'- 2" 18'-2" (E) FRAMING h - - -- > EMISSIONS CURB ¢ / P !I ¢ LEVEL1-SLAB z m �-- FFE m 16'-73/4" DOWN SPOUT -'I \r� - i �! \ SMOOTH/PATCH EDGE (N) FIRE DEPT - CONDITION AT HIST ORIC CONNECTION, WINDOW OPENINGS, TYP. it id 3'ABOVE GRADE 31 �41 (9124.2) U NEW GOOSENECK �/ DOWN LIGHT FIX PURE, �\ EAST TYP. l?J ROOF PLAN r L4`. DOWN SPOUT / o I DOWNSPOUT CURB '� `ate �pF�Q� CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.9334 hello@campfirelab.com w Cam pfirelab.com co Z O r W J W O W W Z Pi f Ili in Li F_ `W LL L� i z w H v♦ w � Z D_~ w rn 0 LU Lu 5� D- (1) Lu 0/� WQ Z LL Z OFW V IO "Y e�pt U(T azl T Q \ 7 FROSTEDVINYL - FROSTED VINYL DEPENDING ON DEPENDING ON TENANT TENANT fia DOWN SPOUT / o I DOWNSPOUT CURB '� `ate �pF�Q� CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.9334 hello@campfirelab.com w Cam pfirelab.com co Z O r W J W O W W 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH H") EXACTLY. THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALE& /4 WEST - NORTH R 8 - -- 1'_0„ 3 1/8„ = 1,_0„ 3.2-625 MIXED-USE DISTRICT DEVELOPMENT STANDARDS -GENERAL 3.2330 MIXED USE DEVELOPMENT STANDARDS -SPECIFIC A. BUILDING DESIGN STANDARDS B. BUILDING ORIENTATIONISETBACKS -NIA, EXISTING BUILDING A. MUC DEVELOPMENT STANDARDS 1. ON CORNER LOTS/PARCELS THIS PROVISION APPLIES TO BOTH ELEVATIONS 1. REQUIREMENT MET -86 PERCENT OF GROUND FLOOR AREA WITHIN BUILDING IS DEDICATED TO COMMERCIAL USE; COMMERCIAL USE IS PROPOSED REVISIONS: C. WEATHER PROTECTION WITH RESIDENTIAL USES CONCURRENTLY REQUIREMENT: 50 PERCENT OF LENGTH OF ELEVATION MUST LINEARLY BE WINDOW AT GROUND FLOOR 1. REQUIREMENT MET- CANOPIES ARE WIDER THAN 8' (BUT NOT GREATER THAN 5' DEPTH), BUT ARE NOT CONTINUOUS ALONG BUILDING LENGTH 2. REQUIREMENT MET -MAXIMUM SQUARE FOOTAGE OF A SINGLE TENANT SPACE IS 2200 S.F. NO. Description Date 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 3. REQUIREMENT MET- 100 PERCENT OF LOT/PARCEL IS BUILDING FLOOR AREA -" ---" -- - EAST WALL WI NDOWS LENGTH =62 FT SECON D STORY OF TH E BU I LDING. 621120=.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 =4042 FT LENGTH OF THE STOREFRONT OPENINGS. _ SOUTH WALL WINDOW LENGTH =34.75 FT 4. REQUIREMENTMET-AWNINGS AND CANOPIES ARE NOT BACKLIT. - 34.75/4042=.86 REQUIREMENT MET S. REQUIREMENT MET- AWNINGS AND CANOPIES ARE SUSPENDED FROM THE BUILDING AND NOT SUPPORTED BY POSTS. REQUIREMENT: AT LEAST 25 PERCENT OF THE GROUND FLOOR WALL AREA AS WINDOWS ANDIOR DOORS THAT ALLOW VIEWS INTO LOBBIES, D. LANDSCAPING 8 SCREENING MERCHANDISE DISPLAYS, OR WORKINGAREAS 1. NIA- EXISTING BUILDING/SITE 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 =4042 FT LENGTH ABUT RESIDENTIAL DISTRICTS', ALL UTILITIES ARE WALL -MOUNTED ON THE REAR/ALLEY ELEVATION FACADE; (E) STREET TREES ARE FULLY GROWN -----' -'-- SOUTH WALL VIEWS -IN WINDOW LENGTH= 32.92 FT DATE 2022.04.05 32 92140 42 =.81 REQUIREMENT MET E. STREET CONNECTIVITYICIRCULATION- NIA, EXISTING SITE/DEVELOPMENT JOB 21006 EXCEPTIONS: NORTH WALL ADJACENT TO ALLEY, EAST WALL IS PARTY WALL F. NEIGHBORHOOD COMPATIBILITY- NIA, NOT ADJACENT TO LDR ZONE SCALE 1/8" = 1'-0" 2. NIA G. PEDESTRIAN AMENITIES DRAWN BY BJD 3. REQUIREMENT MET -ALONG THE VERTICAL FACE OF THE BUILDING, OFFSETS OCCUR AT A MINIMUM OF EVERY 50 FLET BY PROVIDING i. APPROXIMATELY 13,470 SOFT REQUIRES 3 PEDESTRIAN AMENITIES 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 EXPANSE: S BY A COMBINATION OF ARCHITECTURAL ELEMENI"S AND FEATURES, EXISTING STREET TREES, EXISTING SIDEWALK LIGHTS, AND VIEW OF MURAL ACROSS STREET CHECKED BY JLF INCLUDING, BUT NOT LIMITED TO OFFSETS, WINDOWS ENI"RYTFEATMENTS, BALCONIES, OVERHANGSAND FAUX BRICK 3. REQUIREMENT MET 5. REQUIREMENT MET- DESIGN PROVIDES DIFFERENTIATION BETWEEN THE GROUND FLOOR AND UPPER STORIES'. BALCONIES FOR UPPER a. AMENITIES ARE AVAILABLE ALONG BOTH STH AND MAIN STREETS LEVELS', AWNINGS. CANOPIES, OR OTHER SIMILAR TREATMENTS FOR LOWER LEVELS. VARIATION IN BUILDING MATERIALS, PAINT., b. AMENITIES ARE SIZED APPROPRIATELY FOR AVAILABLE SPACE A2.01 � . 0 ORNAMENTATION, AND WINDOWS. c. AMENITIES ARE CONSISTENT WITH THOSE THROUGHOUT DOWNTOWN, AND SUITABLE FOR OUTDOOR USE 6. NIA d NIA- NO BUS STOPS ADJACENT TO SITE Z Ili in Li F_ `W LL L� i W w H v♦ w � Z D_~ w rn 0 LU Lu 5� D- (1) Lu 0/� WQ Z LL Z OFW V IO 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH H") EXACTLY. THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALE& /4 WEST - NORTH R 8 - -- 1'_0„ 3 1/8„ = 1,_0„ 3.2-625 MIXED-USE DISTRICT DEVELOPMENT STANDARDS -GENERAL 3.2330 MIXED USE DEVELOPMENT STANDARDS -SPECIFIC A. BUILDING DESIGN STANDARDS B. BUILDING ORIENTATIONISETBACKS -NIA, EXISTING BUILDING A. MUC DEVELOPMENT STANDARDS 1. ON CORNER LOTS/PARCELS THIS PROVISION APPLIES TO BOTH ELEVATIONS 1. REQUIREMENT MET -86 PERCENT OF GROUND FLOOR AREA WITHIN BUILDING IS DEDICATED TO COMMERCIAL USE; COMMERCIAL USE IS PROPOSED REVISIONS: C. WEATHER PROTECTION WITH RESIDENTIAL USES CONCURRENTLY REQUIREMENT: 50 PERCENT OF LENGTH OF ELEVATION MUST LINEARLY BE WINDOW AT GROUND FLOOR 1. REQUIREMENT MET- CANOPIES ARE WIDER THAN 8' (BUT NOT GREATER THAN 5' DEPTH), BUT ARE NOT CONTINUOUS ALONG BUILDING LENGTH 2. REQUIREMENT MET -MAXIMUM SQUARE FOOTAGE OF A SINGLE TENANT SPACE IS 2200 S.F. NO. Description Date 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 3. REQUIREMENT MET- 100 PERCENT OF LOT/PARCEL IS BUILDING FLOOR AREA -" ---" -- - EAST WALL WI NDOWS LENGTH =62 FT SECON D STORY OF TH E BU I LDING. 621120=.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 =4042 FT LENGTH OF THE STOREFRONT OPENINGS. _ SOUTH WALL WINDOW LENGTH =34.75 FT 4. REQUIREMENTMET-AWNINGS AND CANOPIES ARE NOT BACKLIT. - 34.75/4042=.86 REQUIREMENT MET S. REQUIREMENT MET- AWNINGS AND CANOPIES ARE SUSPENDED FROM THE BUILDING AND NOT SUPPORTED BY POSTS. REQUIREMENT: AT LEAST 25 PERCENT OF THE GROUND FLOOR WALL AREA AS WINDOWS ANDIOR DOORS THAT ALLOW VIEWS INTO LOBBIES, D. LANDSCAPING 8 SCREENING MERCHANDISE DISPLAYS, OR WORKINGAREAS 1. NIA- EXISTING BUILDING/SITE 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 =4042 FT LENGTH ABUT RESIDENTIAL DISTRICTS', ALL UTILITIES ARE WALL -MOUNTED ON THE REAR/ALLEY ELEVATION FACADE; (E) STREET TREES ARE FULLY GROWN -----' -'-- SOUTH WALL VIEWS -IN WINDOW LENGTH= 32.92 FT DATE 2022.04.05 32 92140 42 =.81 REQUIREMENT MET E. STREET CONNECTIVITYICIRCULATION- NIA, EXISTING SITE/DEVELOPMENT JOB 21006 EXCEPTIONS: NORTH WALL ADJACENT TO ALLEY, EAST WALL IS PARTY WALL F. NEIGHBORHOOD COMPATIBILITY- NIA, NOT ADJACENT TO LDR ZONE SCALE 1/8" = 1'-0" 2. NIA G. PEDESTRIAN AMENITIES DRAWN BY BJD 3. REQUIREMENT MET -ALONG THE VERTICAL FACE OF THE BUILDING, OFFSETS OCCUR AT A MINIMUM OF EVERY 50 FLET BY PROVIDING i. APPROXIMATELY 13,470 SOFT REQUIRES 3 PEDESTRIAN AMENITIES 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 EXPANSE: S BY A COMBINATION OF ARCHITECTURAL ELEMENI"S AND FEATURES, EXISTING STREET TREES, EXISTING SIDEWALK LIGHTS, AND VIEW OF MURAL ACROSS STREET CHECKED BY JLF INCLUDING, BUT NOT LIMITED TO OFFSETS, WINDOWS ENI"RYTFEATMENTS, BALCONIES, OVERHANGSAND FAUX BRICK 3. REQUIREMENT MET 5. REQUIREMENT MET- DESIGN PROVIDES DIFFERENTIATION BETWEEN THE GROUND FLOOR AND UPPER STORIES'. BALCONIES FOR UPPER a. AMENITIES ARE AVAILABLE ALONG BOTH STH AND MAIN STREETS LEVELS', AWNINGS. CANOPIES, OR OTHER SIMILAR TREATMENTS FOR LOWER LEVELS. VARIATION IN BUILDING MATERIALS, PAINT., b. AMENITIES ARE SIZED APPROPRIATELY FOR AVAILABLE SPACE A2.01 � . 0 ORNAMENTATION, AND WINDOWS. c. AMENITIES ARE CONSISTENT WITH THOSE THROUGHOUT DOWNTOWN, AND SUITABLE FOR OUTDOOR USE 6. NIA d NIA- NO BUS STOPS ADJACENT TO SITE 705.11 .1 PARAPET NOT LESS THAN 30" ABOVE THE POINT WHERE THE ROOF SURFACE AND THE WALL INTERSECT -- CORRIDOR L 200 631 SF —► I 518" 11'-0" - ' NI — LOFT II 11'301 11 301 SF — \ E TENANTOOSPACE 2183 SF NEI I I NS O 1�Section A _ 1/8' = 1 -0" 5 A3.01 r� CORRIDOR 200 - 631 SF STOR. 219 11 SF — A T C LOFT 302 301 SF UNIT 0 202 _r 254 S i TENANSPACE 1 0 21813 SF I �,F Section B - __- 4 - - -CORRIDOR - 200 631 SF r F Section C `3 ii v_0" 3 T 2 \ / 1 i�2 is II/ Y 1 y ROOF PLAN__ CAMPFIRE COLLABORATIVE: 40'- 6" ARCHITECTURE & DESIGN, PC 541.914.0334 hello@cam pfirelab. corn CEILING /1 vwAvcampfirelab.com 36- 0 3/4" \1 LEVEL 3 - T.O. _ SUBFLOOR n 27'-03/4" V LEVEL 2 - T.O. SUBFLOOR 18'- 2" -, Z (E) FRAMING 01L Q 14'- 0 1/4" , J ZZANINE LEVEL r, m -T-31/2" v LEVEL 1 -SLAB N W FF_E_ `I > 0 V Z 3' DR P-5� O ii W W W J 0� UjN y LU Ez rn O CZ 0- W G D- rn LU Z� W a �Z W qq 2 a(0 SHAFT \ SHAFT i SHAFT — i. _-. SHAFT (OPTION) ROOF 6PLAN IF THE — ABOVE DIMENSION DOES NOT MEASURE ONE INCH (i") EXACTLY, THIS DRAWING WILL CEILING_ HAVE TO ENLARGED OR REDUCED AFFECTING ALL LABELED 35'- 634' SCALES. LOFT LOFT LIF LOFT LOFT LOFT LOFT LOFT LOFT ! LOFT I LOFT LOFT + LOFT 307 SF 303 SF 307 SF 301 SF 301 SF I 301 SF 301 SF 307 SF 307 SF 311 1 312 311 310 309 308 307 306 305 304 1 303 302 j 301 41 - LEVEL 3 T.O. 301 SF 301 SF 301 SF 298 SF _ SUBFLOOR —V ROOF ACCESS 27'- 0 3/4" UNIT SET OR 1 ORI / WI El COR LD �� 229 CL F 219 <�'1� 00 21 X15 0 i - `1 19 SF s ,� STORAGE j STORAGE rw 254 SF - - SF S3 S 2 F 4 S 631 S NITS UNITS LEVEL 2 - T.O. SUBFLOOR 18'- 2., FRAMING 7R7 STAIR - 1 SOUTH STAIR14' 0 1/4" ml s _ - REVISIONS: I I 5 , 11 SF — - TENANT SPACE 136 SF - MEZZANINE LEVEL I , fM r4" Section D � T 1/8" 1208.2 Minimum ceiling heights JOB 21006 Exceptions'. 4. Coaitlors contained within a Jw Iling unit or sleeping unit in Group R occupancy shall have a ceiling height of not less than 7 feet. SCALE 116" = 1'-0" n 6 �F\ $eCflOn E_ _ _ DRAWN BY BJD N 1/8' = V-0" CHECKED BY JLF N z A3.01 0. O a l7% OC I i I T C LOFT 302 301 SF UNIT 0 202 _r 254 S i TENANSPACE 1 0 21813 SF I �,F Section B - __- 4 - - -CORRIDOR - 200 631 SF r F Section C `3 ii v_0" 3 T 2 \ / 1 i�2 is II/ Y 1 y ROOF PLAN__ CAMPFIRE COLLABORATIVE: 40'- 6" ARCHITECTURE & DESIGN, PC 541.914.0334 hello@cam pfirelab. corn CEILING /1 vwAvcampfirelab.com 36- 0 3/4" \1 LEVEL 3 - T.O. _ SUBFLOOR n 27'-03/4" V LEVEL 2 - T.O. SUBFLOOR 18'- 2" -, Z (E) FRAMING 01L Q 14'- 0 1/4" , J ZZANINE LEVEL r, m -T-31/2" v LEVEL 1 -SLAB N W FF_E_ `I > 0 V Z 3' DR P-5� O ii W W W J 0� UjN y LU Ez rn O CZ 0- W G D- rn LU Z� W a �Z W qq 2 a(0 SHAFT \ SHAFT i SHAFT — i. _-. SHAFT (OPTION) ROOF 6PLAN IF THE — ABOVE DIMENSION DOES NOT MEASURE ONE INCH (i") EXACTLY, THIS DRAWING WILL CEILING_ HAVE TO ENLARGED OR REDUCED AFFECTING ALL LABELED 35'- 634' SCALES. LOFT LOFT LIF LOFT LOFT LOFT LOFT LOFT LOFT ! LOFT I LOFT LOFT + LOFT 307 SF 303 SF 307 SF 301 SF 301 SF I 301 SF 301 SF 307 SF 307 SF 311 1 312 311 310 309 308 307 306 305 304 1 303 302 j 301 41 - LEVEL 3 T.O. 301 SF 301 SF 301 SF 298 SF _ SUBFLOOR —V ROOF ACCESS 27'- 0 3/4" UNIT SET OR 1 ORI / WI El COR LD �� 229 CL F 219 <�'1� 00 21 X15 0 i - `1 19 SF s ,� STORAGE j STORAGE rw 254 SF - - SF S3 S 2 F 4 S 631 S NITS UNITS LEVEL 2 - T.O. SUBFLOOR 18'- 2., FRAMING 7R7 STAIR - 1 SOUTH STAIR14' 0 1/4" ml s _ - REVISIONS: I I 5 , 11 SF — - TENANT SPACE 136 SF - MEZZANINE LEVEL I , fM r4" Section D � T 1/8" 1208.2 Minimum ceiling heights JOB 21006 Exceptions'. 4. Coaitlors contained within a Jw Iling unit or sleeping unit in Group R occupancy shall have a ceiling height of not less than 7 feet. SCALE 116" = 1'-0" n 6 �F\ $eCflOn E_ _ _ DRAWN BY BJD N 1/8' = V-0" CHECKED BY JLF N z A3.01 0. O a