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HomeMy WebLinkAboutMaster Permit.100 Dean St.0092-2022-BCHO (19) 7 7 GENERAL NOTES SHEET INDEX 1. The work included under this contract consists of all labor,materials,transportation,tools and equipment necessary for the SHEET TITLE DATES ISSUED construction of the project leaving all work ready for use. 2. The construction documents are the properly of Thunderbowl Architects Inc and its Consultants and are to be used es instruments of service for construction of This project only.Use for any other purpose,without authorization,is not allowed. r te> 3. The plans indicate the general extent of new construction necessary for the work,but are not intended to be al6inclusive. G-000 COVER SHEET . All demolition and all new work necessary to allow for a finished job in accordance with the intention of the drawing is Z-002 PRE AREA RAN . included regardless of whether shown an the drawings or mentioned in the notes. O () E I:) EST I T 3 B Z-003 NET LEASABLE RAN 4. Any errors,omissions or conflicts found in the various parts of the construction documents shall be brought to the attention A-100% EXISTING ML ROOR RAN of the Architect and the Owner for clarification before proceeding with the work. A110X EXISTING ML RCP A.100 PROPOSED ML POOR PLAN 5. The General Contractor shall maintain a current and complete set of the construction documents on the job site during all A.101 PROPOSED RNISH RAN U phases of construction for use of all the trades and shall provide all the subcontractors with current and complete Aspen Colorado A.110 PROPOSED ML RCP Mi construction documents as required including specifications and architectural supplementary instructions. R. The General Contractor shall verify and assume responsibility for all dimensions and site conditions.The General Contractor shall inspect the existing premises and take note of existing conditions prior to submitting prices.No claim shell be allowed for difficulties encountered which could have reasonably been inferred horn such an examination. 7. Written dimensions take precedence.Do not scale drawings. I'E R M I T S E T 8. See SYMBOLS area of this sheet for dimension standards. 9. All dimensions noted'verify.and"V.LF..are to be checked by Contractor prior to construction.Immediately report any variances to the Architect for resolution,then coordinate resolution w/all work of all trades. 10. Coordinate all work with existing conditions,including but notlimited to:irrigation pipes,electrical conduit,water lines,gas 1 / 1 7 I 2 0 2 2 lines,drainage lines,etc.Nosily Architect immediately of anyny conflicts. 11. Provide adequate temporary support as necessary to assure the structural value or integrity of the building. 12. Protect all existing building and site conditions to remain,including walls,cabinets,finishes,trees and shrubs,paving,etc. 13. Details shown are typical.Similar details apply in similar conditions. 14. Verify all architectural details with structural,civil,landscape and design/build drawings before ordering or installation of any work 15. All changes in floor materials occur et centerline of door or framed opening unless otherwise indicated on the drawings. 16. Mstall all fixtures,equipment and materials per manufacturer's recommendations. ABBREVIATIONS 17. Verify clearances for flues,vents,chases,soffits,fixtures,etc.before any construction,ordering of,or installation of any & And CONC. Concrete F.B. Rat Bar HDW Hardware MISC. Miscellaneous REG. Register T. Tread items of work. < Angle COND. Condition F.D. Floor Drain HDWD. Hardwood MID. Mounted REINF Reinforced T.B. Towel Bar Q At CONN. Connection F.E. for Extinguisher HGR. Hanger MUL. Mullion REQ. Required T.C. Top of Curb 18. Sealant,caulking and flashing,eta locations shown on drawings are not intended to be inclusive.Follow manufacturer's CONSTR. Construction Cabinet HGT. Height RESIL. Resilient TEL. Telephone installation recommendations and standard industry and building practices. 0 Diameter or Round CONT. Continuous RH.M.S. Rat Head Machine H.M. Hollow Metal (N) New RET. Retaining TEMP. Tempered m 19. The General Contractor shall remove all rubbish and waste materials of all subcontracts and trades an a regular basis, # Pound or Number CONTR. Contractor Stew HORIL. Horizontal N. North REV. Revision/Revised/Reversed T.BG. Tongue&Groove M R CLOS. Closet FH.W.S. Rat Head Wood Screw HR. Hour N.I.C. Not in Contract RM. Room TER. Terrazzo O and shall exercise a strict control over job cleaning to prevent any direct debris or dust from affecting,in any way,finished Air Conditioning or C.T. Ceramic file RN. Irish N.E. Handrail NO.or M Number REMOV, Removable THK. Thick areas in or outside job site. AC. Asphaltic Concrete CIR. Center RXT. Astute H.W.H. Hot Water Heater NOM. Nominal R.O. Rough Opening T.M.E. To Match Existing O "al ACOUS. Acoustical C.W. Cold Water RR. Floor N.T.S. Not to kale RWD. Redwood T.O.C. Top of Concrete 20. Contractor shall leave - premises and all affected areas clean and orderly,ready for occupancy.This includes cleaning of all AD. Area Drain RASH. Hashing .D. nside Diameter toy. Top of Pate it- glass(inside and outside)and frames,both new and existing. ADJ. Adjustable DEL Double FLUOR. Fluorescent N. nth O.A. Overall S. South T.O.FLY Top of Plywood o r ADJAC. Adjacent DET Detail F.O.C. Face of Concrete NSUL. nsuletion O.C. On Center S. South T.O.W. Top of Wall 21. Any survey monuments within the area of construction shall be preserved or reset bye registered civil engineer ore AGGR. Aggregate D.F. DrinkingFountain EO.F. Face of finish NT. nterior 0.D. Outside Diameter Dim. S.A.F.F Self-Adhesive Flexible Hashing TYP. Typical Q M licensed land surveyor. lternat (Dim.) g ypica Y ALT. Alternate DIA. Diameter F.O.Ply Face of Plywood NTER. ntermediute OPNG. Opening S.C.D. See Civil Drawings D � r ALUM. Aluminum DIM. Dimension I.O.U. Face of Stud OPP. Opposite S.D. Storm Drain, U.B.C. Uniform Building Code 22. Verify all finish materials with the Architect and the Owner prior to installation.On site mockups of building assemblies, APPROX. Approximate DISP. Dispenser FP.R.F. Pre root AN. anitor Soap Dispenser/Dish UNEXC. Unexcavated O finish assemblies, t and/or stain samples,etc.may be required for I. r hiteima p p p ` pain p y q approval. ARCH. Architectural DN. Down FR. Fame B unction Box PERIM. Perimeter SCHED. Schedule DNF. Unfinished M ASPH. Asphalt DR. Door FT. Foot or Feet ST. Dist R. Rote SECT. Section U.O.N. Unless Otherwise Noted I- 23. Contractor to coordinate slither shown on architectural drawings with electrical,plumbing,mechanical,and any other D.W. Dishwasher ETA. Footing T. Dint MAR. Plastic Laminate S.E.D. See Electrical Drawings I\ consultant drawings.Contractor to coordinate all the trades. BD. Board DWG. Drawing RJRE. Furring FLAS. Plaster SEP. Separation VAR. Varies (J0) O 24. Structural observation shall be required bythe Engineer for structural conformance to the approvedplans. BITUM. Bituminous DWR. Drawer RAT. Future KIT. itches RYWD. Plywood S.H. Sprinkler Head V.C.T. Vinyl Composition file N q gpprove BLDG. Building FNL Panel SHT Sheet VEN. Veneer ! 1 BLK. Block EA. Each G. Gas Outlet LAM. minute PNT. Point SHTG. Sheathing VERT. Vertical 7 �./ 25. His the General Contractors responsibility to obtain inspections and special inspections as necessary. BLKG. Blocking (E) Existing GA. Gauge LAV. oratory P.S.I. Per Square Inch SIM. Similar VEST. Vestibule L 26. All construction to de a waterproof,weather tight building. should flash and caulk as necessary to achieve 8M. Beam E.LES. Exterior Insulation& GALV. Galvanised LB. Pound PT. Paint $L. Sliding V,G.D.F. Vertical Grain Douglas At Q ` provide p g gY B.O. Bottom of Fnish System G.D. Garbage Disposal LIN. Linear P.T. Pressure Treated S.C.D. See Civil Drawings V.I.F. Verify in field 0 this requirement. BOT Bottom E.1. Expansion Joint GEN. General LT. Light Post Tensioned S.G.D. See Garage Drawings VOL. Volume LU Z B.P. Building Paper EL Elevation G.F.I. Ground Fault PID. Pointed S.L.D. See Landscape Drawings - BTWN. Between ELEC. Electrical Interrupt P.T.D. Paper Towel Dispenser S.LT.D. See Lighting Drawings W. West 0 L LI EMER. Emergency GL. Glass MACH. Machine PIN. Partition S.M.D. See Mechanical Drawings W/ With C.B. Catch Basin ENCL. Enclosure GND. Ground MAINT. Maintain P.T.R. Paper Towel Receptacle S.P.D. See Plumbing Drawings W.C. Wall Covering CEM. Cement E.O.S. Edge of Slab GR. Grade MAT. Material SPEC. Specification or Special WD. Wood w V) IJJ CER. Ceramic E.P.B. Electrical Panel Board G.S.M. Galvanized Sheet MAX, Maximum Q.T. Quarry life SQ. Square W.H. Water Heater CI Control Joint EQ. Equal Metal M.B. Machine Bolt S.S. Stainless Steel W/0 Without < V CLG. Ceiling EQUIP. Equipment GYP. Gypsum M.C. Medicine Cabinet R. Riser S.S.D. See Structural Drawing W.P. Work Point or CLKG. Caulking EXIST. Existing M.D.O. Medium Density R.A. Return Air STD. Standard Waterproofing CD Ce CLR. Clear EXP. Expansion H.B. Hose Bibb Overlay RAD. Radius STL. Steel W.P.M. Waterproof Membrane CDC.M.U. Concrete Masonry EXT. Exterior H.C. Hollow Core or MECH. Mechanical STOR. Storage WSCT. Wainscot 'Si., Unit Handicapped MEMB. Membrane REC. Recessed STRL. Structural W.S.P. Wet Standpipe fi- CNTR. Counter HD. Head MTh. Metal REF. Ref erenco S.V. Sheet Vinyl WT. Weight C.O. Clean-Out F.A. fire Alarm HDBD. Hardboard MFR. Manufacturer RER. Reflected S.W. Shear Wall WR. Water Resistant COL. Column F.A.U. Forced Air Unit HDR. Header MIN. Minimum REIR. Refrigerator SYM. Symmetrical WW. Welded Wire SYS. System UI VICINITY PLAN SYMBOLS PROJECT STATISTICS PROJECT DIRECTORY DATE 01/17/2022 PERMIT SET I PROJECT ADDRESS: 100E DEAN ST,ASPEN CO 81611 OWNER/REPRESENTATIVE SITE Mimi Ruderman Tel:(303)981.8148 100 E DEAN Sr UNIT 3a 4 0 2 INTERIOR ELEVATION NUMBERS a HOSE BIBB PARCEL ID: 273513115016 CONTACT Mimi Ruderman Email:mimirudermen@gmdhsom ASPEN,CO 81611 SHEET NUMBER log E DEAN ST UNIT 3B JUNCTION BOX Aspen,CO 81611 3 ARE SPRINKLER SYSTEM INSTALLED: NO CONTRACTOR APPLICABLE CODES Burlingame Construction Tel(970)925 2391 a,r<73474 '-- 0 BUILDING SECTION NUMBER CONTACT Andrew Burlingame Email adrew@bcaepencom ':T yj v ME FINISH MATERIAL 2015 IBC appendixes: Building Cadet Chapters 110 +} h F+ - - iF+ i- .m $HEEi NUMBER !'/ 210A Pricers Business Center suite MM 6 !''.1-'' , (� �'y r..x�a +i ` '� 2015 I8C aPPend xas. pace P • E I' ,�.7(7 ; COLOR Manufactured homes,F.Radon,J Existing Buildings 8 Structures,H Patio Covers,K Sound Transmission. Aspen,CO 81611 .w'i• . 'R�'�_ F � 2015 IPC(International Plumbing Code) ;� ` - ' AftDETAIL NUMBER 2015 IMC(International Mechanical Code) MECHANICAL DESIGN. e -, 4 t'v t,l 4�in- a �` Tar SHEET NUMBER �� REVISION 20151FGC(InternatonalFuelGasCode) Mountain Air TeI(970)625.4352 COVER SHEET a L? g..` ��(� P� �aRY CONTACT.Sarah Roper Emil(sac@mauntanarbiz 4Y i-4�..'. ; - t 2015 IECC(International Energy Conservation Code)•Prescriptive Path 1 X s r b.Tom: 2015 IFC(International Are Cadet 601 W NI St 8B - ifle,CO 81650 �pC� R' r y 2017 NECNEC(Natonal Electrical Code) s�i, a - ©r ENLARGED DETAIL NUMBER P +13•-n• CEILING HEIGHT A.F.F. �a_T} / - J SHEET NUMBER er SCALE •;v.i+ 7M O rcmvvmoe sare000u 3/16'-1'-0 l •r. 14 DOOR SYMBOL ZONING: L _,J� _ * coact«net.�h EAR. 922 ft EXISTING.922s ft PROPOSED.(NO CHANGE) PROJECT '� s ♦ ' - r` -• • - O WINDOW SYMBOL roAAa FRAMING ales DIMENSION w q 21001.00 Y�0 S Try �r jaidz,^jR !� PERMITTED USE: Residential 7'A' t _ L aaaes EMI SETBACKS( NA .. fr• /�lP;p[rc•'Jet' _`sty ,J 111PARTIRON TYFE ,+ �9h - � c �'V0 ( ARROW TYPE: Type V-Non-rated k a p ` �•, ,A [Py'0�. (N(/(E(CONSTRUCTION ouaNsaNroexsx OVERALL PROJECT HEIGHT AND AREA: Maximum Height N/A-Area N/A - DIMENSIONING KEY ■ INCLUDED IN THIS SET FOR ALL c cs vnn EKED PROJECT SUMMARY: DUE TO ROOD THE UNIT INTERIOR REMODEL OF 0, G 0 0 0 CE DUALS KITCHEN.UPDATE PLUMBING ❑ NOT INCLUDED IN THIS SET O FIXTURES AND LIGHTING. _ g ® DELETED FROM SET 0 1/19 2022 L 7 J FIRE AREA LEGEND 1 ddic1;11 11 I e FIRE AREA 56'-7 1/4'/ / EXISTING RRE AREA UNIT 3B 932.05 sq.N. TOTAL NET LEASABLE 922.05 sq.ft. O \ u PROPOSED RRE AREA UNIT 38 922.05 sq.N. �\ 2, TOTAL NET LEASABLE 922.05 sq.ft. I/ I //ll — — y V U 0(1 UNIT 3B PROPOSED FIRE AREA \ 'r 1 ■■ I 3 ,III 922.05 5Q.FT. �al r 1 — J l , I ----, O a .O m M O 1_ O in UNIT 3B PROPOSED Z o r M e FIRE AREA PLAN D 1/4"=1'0" O in I- J N O N Z U O O Q 56' 1/4'/ / w -7 Q W CL J LU N w I I Q U O _ r ______ _____ " C r 1oItr*ii \I EXISTING RRE AREA I A UNIT 36 922.05 SQ.Ff. r ' I __ 01/17/2022 PERMIT SET I—] I ---, I I J1 . . 517, 1 1 I O - - Z-002 FIRE AREA PLAN SCALE I/4'=1'-0" mogcT ( — 21001.00 Z_ UNIT 3B EXISTING \ i g FIRE AREA PLAN — O 1/4"=11-0" 1— I 0 1 2 4 Scale:3/8"=1'-0" VED 022 L ASPEN J BUILDING DEPARTMENT 7 7 NET LEASABLE LEGEND 0 O NET LEASABLE AREA 56'-7 1/4'/ / EXISTING NET LEASABLE AREA UNIT 3B 922.05 sq.N. TOTAL NET LEASABLE 922.05 sq.ft. O \ u PROPOSED NET LEASABLE AREA UNIT 38 922.05 sq.N. �\ 2, TOTAL NET LEASABLE 922.05 sq.ft. / \ I/ I //ll — — y V U(10 UNIT 3B PROPOSED NET ',-t. ( 1 h�p1 I R ,III LEASABLE AREA l ■■ -- 922.05 SQ.F. r 1 — O a .p cc, M O 1_ O in UNIT 3B PROPOSED Z o M © NET LEASABLE PLAN D w ig 1/4"=1'0" O co I— J N. N O N Z U O O Q 56'-71/4' w — / / Q W CL J LV N Lu I I < U 0 _ r ______ O cC X— 0 1 1I T \I 1 --1; UNIT 3B EXISTING NET I LEASABLE AREA 922.05 SQ.FT. r I __ 01/17/2022 PERMIT SET J1 , , 517, 1 1 1 O I - - - - - NET LEASABLE PLAN WALE 1/4'=1'-0" mogcT I I 21001.00 Z UNIT 3B EXISTING 1 NET LEASABLE PLAN Z-003 1/4"=1'0" 0 Scale:3/8"=1'-0"4 1 2 Z-003 CE 1/19 2022 L 7 7 FLOOR PLAN GENERAL NOTES I. ALL WALLS WITH SHEAR PLYWOOD SHALL HAVE A CONTINUOUS RUSH KNISH.R1RR WALLS OR CONTINUE PLYWOOD TO MAINTAIN TINE REQUIRED RUSH KNISH. 2.OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACES WILL BE RUSH. 3. PROVIDE BLOCKING FOR ALL ARTWORK,TOWEL BARS AND TISSUE HOLDERS,TYP. 4.PROVIDE WATER RESISTANT GYPSUM BOARD BEHIND ALL PLUMBING FUTURES,UNDER AND AROUND IUB AND SHOWER ENCLOSURES TO A HEIGHT OF 70"MIN.ABOVE THE DRAIN INLET.,OR APPROVED BACKER BOARD UNDER TILE. ....., � �� 5.KNISH MATERIALS FOR ALL BATHS,SHOWERS,WALLS AT SHOWER ENCLOSURES SHALL 1 ^ HAVE A SMOOTH,HARD,NON-ABSORBANT SURFACE SUCH Al 11LES/CERAMIC TILES, \ / \ 2 PORTLANT CEMENT OR EQ. V V 56'-7 1/4" / / SEE A0.00 FOR LEGEND NOT HOWN HERE.SYMBOLS 55'-5' / A 16'-41/2' 5'-01/2' 4'-11" 27'-10 3/4" (E)CONST.TO BE REMOVED / // // / / 14.-4 1/2" 2'-a' 2'-61/2" 2.-1 1/4' to'-z" a'-4" 6'-8 3/4" 2'-8• EXISTING CONSTRUCTION -/ t // // / SHOWER WALL TO , / / / / / BE RELOCATED \A I OR NEW CONSTRUCTION WASHER/DRYER TO - T11B TO BE / BE RELOCATED REMOVED __ NEW MASONRY WALL rI- \ H _ \ \ BaR-BBa 1 HOUR RATED CONST. O %cll E I' i -, �Io — FP 1 -RR- 2 HOUR RATED CONST. 1307 I I BED 1 1302 I �� CO 306 I DINING FIREPLACE TO \ M BATH 1 a HOT H2O TO BE IS��CI REMAIN.SURROUND 1305 I I RELOCATED .z..z� TO BE UPDATED. RADIATOR/RUNTAL I' 1 I O Lf) TO BE REPLACED TH 2 a I303 I C*-j`I — �� �— ��� J Z In -i N =,,, i11 KITCHEN N QM ? II KITCHEN TO BE UPDATED.FIXTURE f _1 ii LOCATION TO REMAIN. 1301 I 0 Ln BATHROOM TO 304 BATHROOM TO ELECTRIC PANEL TO BE REPLACE LIVING J CI) 11,3 BE UPDATED I I BE UPDATED AND RELOCATED \ \� N O I\ \ HALL CV L BOILER TO BE REPLACED.LOCATION U RADIATOR/RUNTAL I TO REMAIN. RADIATOR/RUNTAL 300 Z TO BE REPLACED I 6- 1_ 1308 I r \ C TO BE REPLACED ENTRY W W 7\N----- 0 44 BED 2 P- 0 o CLOSET r \ V N W V) W i Q U \CB) ^ \ - - - - - - O Q 13'-0• 1'-111/2• 1'-8 1/4" 3'-11/2• 19'-51/4" 2'-111/4' 1.11/ // / / // // // / 15'-4 1/4" 15'-11" 25'-0 1/2" / / // / 60'-10" DATE 01/17/2022 PERMIT SET EXISTING ML FLOOR PLAN SCALE 3/8•=1'-0" PROJECT , 21001.00 c e Z' UNIT 3B O 1 EXISTING FLOOR PLAN -_ naoox 3/8"=1'0" I Z OScale:3/8"=1'-0"4 A—�OOX i o L LI 7 O REFLECTED CEILING PLAN GENERAL NOTES I. ALL DIMENSIONS ARE TO FACE OF RN.,CENTER OF FIXTURE/REGISTER UNLESS NOTED OTHERWISE. 2. VERIFY IN FIELD ALL EXISTING DIMENSIONS. 3. LIGHT FIXTURES SHOWN ON THIS FLAN ARE FOR REFERENCE ONLY.SEE LIGHTING DRAWINGS FOR TYPE,LOCATION,AND CIRCUITING. 4 ALSO SEE INTERIOR ELEVATIONS FOR LOCATION OF SCONCES,TYP. ^ 5. PAINT ALL RECESSED CAN TRIMS/MECHANICAL GRILLES THE COLOR OF THE CEILING IN / WHICH THEY APPEAR. 1 / \ 2 6. COORDINATE KXTURE LAYOUT WITH ALL EXISTING AND PROPOSED STRUCTURE. V V 56'-7 1/4"/ / SEE LEGEND SYMBOLS NOTE SHOWN HERE. 1 © SEE LIGHTING DRAWINGS FOR ALL LIGHT SYMBOLS ® AIR OUTLET,VERIFY WITH MECH.SUB. Z AIR INTAKE,VERIFY WITH MECH.SUB. A DSD CEILING MOUNTED SMOKE DETECTOR I 7- UNDER CABINET LIGHTING SP SPEAKER,VERIFY AV REQUIREMENTS WITH OWNER H- W _ v� - o- +B'-0 CEILING/SOFFIT HEIGHT SYMBOL r-c i �� ;—o — FP B.D. c(i ___,__-1 )11 I C.O. 1307 II l 302 I m BED 1 CIF p I CO .II z ' ++:� DINING 0 O M O 306 I 1305 II _ O O $4.0" BATH 1 jH2jj *- I- GI �0� L II 1303 I u rX - _ l Q M ) Q KITCHEN \ 8-O r < 84-0" I301I 0 Q JI LIVING M 8'-O„ O O I HALL I O RAT ~ J N N f L� — O O O U 1308 I I �� • „ ENTRY300 Z 0 Q _ BED 2 � 0 ❑ I W Z _ S.D. Q W C.O. I H I CLOSET — 0 LU N W Q U 0 fY B 7 _ 0_ DATE 01/17/2022 PERMIT SET EXISTING ML RCP SCALE PROJECT O- 21001.00 e Z' UNIT 3B EXISTING RCP A-11OX 3/8"=1'-0" OScale:3/8"=V-0"4 a A 1 1 1 1 O X i 0 II O O 7 7 FLOOR PLAN GENERAL NOTES I. ALL WALLS WITH SHEAR PLYWOOD SHALL HAVE A CONTINUOUS RUSH KNISH.R1RR WALLS OR CONTINUE PLYWOOD TO MAINTAIN THE REQUIRED RUSH KNISH. 2.OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACES WILL BE RUSH. 3. PROVIDE BLOCKING FOR ALL ARTWORK,TOWEL BARS AND TISSUE HOLDERS,TYP. 4.PROVIDE WATER RESISTANT GYPSUM BOARD BEHIND ALL PLUMBING FUTURES,UNDER AND AROUND 1GB AND SHOWER ENCLOSURES TO A HEIGHT OF 70"MIN.ABOVE THE DRAIN INLET.,OR APPROVED BACKER BOARD UNDER TILE. .....„/"� �� 5.KNISH MATERIALS FOR ALL BATHS,SHOWERS,WALLS AT SHOWER ENCLOSURES SHALL 1 ^ HAVE A SMOOTH,HARD,NON-ABSORBANT SURFACE SUCH Al TILES/CERAMIC TILES, \ / \ 2 PORTLANT CEMENT OR EQ. V V 56'-7 1/4" / / SEE A0.00 FOR LEGEND NOT HOWN HERE.SYMBOLS 55'-5" / A 16'-41/2' 5.-0 1/2' 4'-11' 27.-10 3/4" (E)CONST.TO BE REMOVED / // X/ / / 14.-4 1/2" 2'-0" 3'-6 1/2" 1'-1 1/4' 9'-51/2' 9'-A 1/2" 6'-8 3/4" 2'-8• EXISTING CONSTRUCTION / // // / e / / / / K A\) ` \ \ OR NEW CONSTRUCTION UPDATED UPDATED SHOWER SHOWER NEW SINK AND FAUCET NEW MASONRY WALL H— H \ \ E>_E�EE>_ 1 HOUR RATED CONST. O V DW FP u� 2 HOUR RATED CONST. VALANCE TAIN/ 307 r \ 1 ,___A ± NEW DW BED 1 _x r` inI I I 1303 I 1302 I m NO 1306 I _ Cil I I I KITCHEN / \ -0QDINING — \BATH 1 1�I RRERACE TO REMAIN. M 0 1305 I LI—— NEW UC _ UPDATE SURROUND 4 BATH 2 MICROWAVE NEW COOK TOP W/ I— O In U/C OVEN NEW RADIATOR/ NEW ILET 1,4 � J — Z ;I- N RUNTAL l (--.).11 N Mr? r I NEW VANITY/ NEW VANITY/ NEW 1301 I — FIXTURE NEW TOILET FIXTURE REFRIGERATOR/ LIVING O 0,)1.0 1304 I FREEZER NEW ELECTRIC PANEL I— .J N \ HALL // LOCATION \ Cl) CV % NEW CURTAIN/ U NEW RADIATOR/ I. it VALANCE RUNTAL I • 1 300 I Z �\ W/D ENTRY Q 1308 I r � � W Z BED 2 PULL OUT PANTRY. ,. --— 0 LJJ — H KNISH TO MATCH ll \ RUSH PANEL DOOR 0— J KITCHEN CABINETS CLOSET TO MATCH DRYWALL N L1J \ O RUSH PANEL DOOR EXISTING WASHER/ KNISH.PUSH LATCH NEW RADIATOR/ LJJ NEW CURTAIN/ TO MATCH DRYWALL DRYER IN NEW OPENING RUNTAL Q () VALANCE flNISH.PUSH LATCH I LOCATION 0 W ` _ OPENING 0 CB) \ \ 1 I NEW BOILER/HOT Q H2O 0- 13'-0' 1'-111/2' 1'-8 3/16' 3'-1 1/2' 3'-10' 15.-7 1/4" 2'-11 1/4' j // / // 15.-4 1/4" 15'-11" 25'-0 1/2" / / / 60'-10' / i I DATE 01/17/2022 PERMIT SET PROPOSED ML FLOOR PLAN SCALE 3/8'=1'-0" PROJECT 21001.00 c Z' UNIT 3B ° PROPOSED FLOOR PLAN A-100 3/8"=1'0" 1— 1 a OScale:3/8"=1'-0"4 A 1 l00 i o L_ 7 7 FLOOR PLAN GENERAL NOTES I. ALL WALLS WITH SHEAR PLYWOOD SHALL HAVE A CONTINUOUS RUSH KNISH.R1RR WALLS OR CONTINUE PLYWOOD TO MAINTAIN THE REQUIRED RUSH KNISH. 2.ONSET STUDS WHERE REQUIRED SO THAT KNISH WALL SURFACES WILL BE RUSH. 3. PROVIDE BLOCKING FOR ALL ARTWORK,TOWEL BARS AND ISSUE HOLDERS,TYP. d.PROVIDE WATER RESISTANT GYPSUM BOARD BEHIND ALL PLUMBING FUTURES,UNDER AND AROUND TUB AND SHOWER ENCLOSURES TO A HEIGHT OF 70"MIN.ABOVE THE DRAIN INLET.,OR APPROVED BACKER BOARD UNDER TILE. ....., � �� 5.KNISH MATERIALS FOR ALL BATHS,SHOWERS WALLS AT SHOWER ENCLOSURES SHALL 1 ^ HAVE A SMOOTH,HARD,NON.ABSORBANT SURFACE SUCH Al TILES/CERAMIC TILES, \ / \ 2 PORTLANT CEMENT OR EQ. V V 56'-7 1/4" / / SEE A0.00 FOR LEGEND NOT HOWN HERE.SYMBOLS (E)CONST.TO BE REMOVED EXISTING CONSTRUCTION OR NEW CONSTRUCTION A - - - - - - - imm �V~v; .- NEW MASONRY WALL ■ ■ ��1 _ra +EE_EE_ 1 HOUR RATED CONST. ., /.7. ,._ r , ` ;�■� irm BS I,I -_/` 2 HOUR RATED CONST. 1 307 I BED 1 �_..It'�I 7���_�_� r - I _`or / �O a ■ ■ ■ ■ c LI 11■111','1,111II . 1 �■>,I 1302I CO I imir ii[oPMJIiI III___/( m I_:III::I 1 . 0 1 1k1 b T�' ■ O. II '. U U -_ DINING �1 M WOOD�11111�111�'1�111�1 I1WI �._.MA L _ , _ail] MW ` , �� = Lr, Alia 1! 111111/ 11'I �I _. , i_ O I�■1■1■11, 16 1?�.. a �i■� o n ���• � II�_J�I .I���. ■ III DW ■�11!• z CO ■.�7T�I Q M li•� ��.._ I ILIA...■, -T- �II� I i f ■ sa =_ Ln O ■LiRL• I— _1M N O L , � 7 N 300 Z V 1 W/D I ENTRY Q 308 I BED 2 . 1 W Z p �7a 0- MI Mari �� Lu N LJJ _ Q U B N O Q 0- DATE 01/17/2022 PERMIT SET PROPOSED FINISH PLAN 3/8'=IA" PROJECT % 21001.00 c e Z' UNIT 3B i 0 PROPOSED FINISH PLAN \, A-101 3/8"=1'0" 1— I a OScale:3/8"=1'-0"4 A l o l i o I L_ 7 REFLECTED CEILING PLAN GENERAL NOTES I. ALL DIMENSIONS ARE TO FACE OF RN.,CENTER OF FIXTURE/REGISTER UNLESS NOTED OTHERWISE. 2. VERIFY IN FIELD ALL EXISTING DIMENSIONS. 3. LIGHT FIXTURES SHOWN ON THIS FLAN ARE FOR REFERENCE ONLY.SEE LIGHTING DRAWINGS FOR TYPE,LOCATION,AND CIRCUITING. 4. ALSO SEE INTERIOR ELEVATIONS FOR LOCATION OF SCONCES,TYP. ^ 5. PAINT ALL RECESSED CAN TRIMS/MECHANICAL GRILLES THE COLOR OF THE CEILING IN / WHICH THEY APPEAR. 1 / \ 2 6. COORDINATE SUTURE LAYOUT WITH ALL EXISTING AND PROPOSED STRUCTURE. V V 56'-7 1/4"/ / SEE LEGEND SYMBOLS NOTE SHOWN HERE. i © SEE LIGHTING DRAWINGS FOR ALL LIGHT SYMBOLS ® AIR OUTLET,VERIFY WITH MECH.SUB. AIR INTAKE,VERIFY WITH MECH.SUB. A OSD CEILING MOUNTED SMOKE DETECTOR El SPEAKER,VERIFY AV REQUIREMENTS WITH OWNER W — — vD >T</ +8'-0 CEILING/SOFFIT HEIGHT SYMBOL 0 ro., ((. - 7 — - FP M''1 t - C- ><---, o 1302 I _- El IZa i - DINING r l-- 1 .o Q m ill F 3 F �❑� I I �� U + M < In BATHTH 1 1 L I—-—J 1303 I "1 LJ ❑ CD 1305 8r-On BATH 2 KITCHEN J I— O io CE ) I n Z v M � _ Ej II 111 \ O,-OII D o 0 ce r Q 1 301 I O Lc) JLIVING LJ ❑a I304 I \ 84-On 0 I— J \ 8'-0" HALL RAT NN. 11 O N n o o Z U ❑o 1300 I ` L1308 I I I ENTRY Q �ED i I W Z .D. 0 W .o. � H CLOSET 0 0 w V) W Q U 0 w B7 - o Q 0_ FLOOR-CEILING SYSTEMS.WOOD FRAMED GA FILE NO.FC 5509 I PROPRIETARY' 1 HOUR 1 DATE FIRE 01/17/2022 PERMIT SET WOOD JOISTS,GLASS MAT GYPSUM SUBSTRATE One layer u:propnelsry Type X glass mat gypsum substrate applied at night angles to 2 X I _ _ 10 wood tomes 46"o.c with 6d coated nails,I Ns fora,0 0915'shank,1f.heads.6'a.d Ill Wood MOSS supporting 1'nominal wood subfioar and I'nominal wood horse Root,of 14well1 Wu"plywood finished floor w long edges T8G end 'mte plywood nor plyod Wail exterior (Eue subnoa w11 perpendicular lu Joists h Pads staggered. 1� PROPRIETARY GYPSUM PANEL PRODUCTS Corlarnined Gypsum Inc N(i GlasRacg••Sheathing Typo X Gypsum Panels Apptoo Coding Georgia Pacific Gypsum LLC - he DensGFas.E FireguardT Sheathing Weight 2-5 psf Tempin-Iraend - be GreenGEass Type X Fee Tost' UL R36601015167, OINK21103.2d-02; PROPOSED ML UL 136937,076407391. RCP 9.1946. UL Dodge L501 SCALE 3/8'=I'-0" PROJECT % 21001.00 '0 Z' UNIT 3B UNIT 3B \ / ° 2 PROPOSED CEILING ASSEMBLY 1 PROPOSED RCP __ " A ° NTS A-110 3/8"=1'-0" I I Z OScale:3/8"=1'-0"4 A 110 i 0 II I—