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HomeMy WebLinkAboutFile Documents.210 W Main St.0056.2019 (72).ARBKScale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. G.1.01 7/25/19 GENERAL INFORMATION DATE KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 11/22/18 03/05/19 07/01/19 CONTRACTOR - - STRUCTURAL ENGINEER CIVIL ENGINEER MECHANICAL ENGINEER G.1.01 GENERAL INFORMATION A 0.1 SURVEY A 0.2 ZONING RESOLUTION A 0.3 ZONING+HPC RESOLUTION A 0.4 HPC RESOLUTION A.1.01 ZONING SUMMARY A.1.02 SITE COVERAGE A.1.03 EXISTING SITE PLAN A.1.04 PROPOSED SITE PLAN A.1.05 EXISTING FAR ELEVATIONS A.1.06 EXISTING FAR CALCULATIONS A.1.07 PROPOSED FAR CALCULATIONS A.1.08 HEIGHT OVER TOPOGRAPHY A.1.09 HEIGHT OVER TOPOGRAPHY A.1.10 HEIGHT OVER TOPOGRAPHY-ROOF A.1.11 PROPOSED NET LIVABLE A.1.12 PROPOSED FIRE AREA CALCULATIONS A.1.13 EGRESS PLAN A.1.14 PROPOSED RADON MITIGATION A.2.01 EXISTING LOWER LEVEL PLAN A.2.02 EXISTING MAIN LEVEL PLAN A.2.03 EXISTING SECOND LEVEL PLAN A.2.04 EXISTING ROOF PLAN A.2.05 PROPOSED LOWER LEVEL PLAN A.2.06 PROPOSED MAIN LEVEL PLAN A.2.07 PROPOSED SECON LEVEL PLAN A.2.08 PROPOSED THIRD LEVEL PLAN A.2.09 PROPOSED ROOF PLAN A.3.01 EXISTING ELEVATIONS: NORTH & EAST A.3.02 EXISTING ELEVATIONS: SOUTH & WEST A.3.03 PROPOSED ELEVATIONS: NORTH & EAST A.3.04 PROPOSED ELEVATIONS: SOUTH & WEST A.4.01 EXISTING BUILDING SECTIONS A.4.02 EXISTING BUILDING SECTIONS A.4.03 PROPOSED BUILDING SECTIONS A.4.04 PROPOSED BUILDING SECTIONS A.4.05 PROPOSED BUILDING SECTIONS A.6.01 ARCHITECTURAL DETAILS A.6.02 ARCHITECTURAL DETAILS A.6.03 STAIR DETAIL: EXTERIOR A.6.04 STAIR DETAIL: EXTERIOR A.6.05 STAIR DETAIL: UNIT 102 A.6.06 ADA BATHROOM DETAILS A.6.07 ADA KITCHEN DETAILS A.6.08 ADA KITCHEN DETAILS A.6.09 ADDITIONAL SPECIFICATIONS A.7.01 SCHEDULE: WINDOWS A.7.02 SCHEDULE: DOORS A.8.00 RCP PLANS A.8.01 ELECTRICAL: GROUND LEVEL A.8.02 ELECTRICAL: SECOND LEVEL A.8.03 ELECTRICAL: THIRD LEVEL 13 4 2 1 A7.1 LOCATION KIM RAYMOND ARCHITECTS, INC. 802 EAST COOPER AVE #4 ASPEN, CO 81611 P: 970-925-2252 E: kim@krai.us ARCHITECT KING LOUISE HOUSING ABBREVIATIONS MATERIAL LEGEND VICINITY MAP PROJECT TEAMAPPLICABLE CODES PROJECT DATA SHEET INDEX (CONTINUED) SHEET INDEXSYMBOL LEGEND Subdivision: CITY AND TOWNSITE OF ASPEN Block: 120 Lot: F & G PARCEL ID NUMBER: ZONING: LOT SIZE: BLDG USE: OCC. GROUP: CONST. TYPE: CLIMATE ZONE: FIRE SPRINKLERS: LAND USE CATEGORY: TOWNSHIP: RANGE: SECTION: 273512440009 MU (MIXED USE) 6,000 SQ FT MULTIFAMILY RESIDENTIAL - - - - - - RESIDENTIAL ASPEN PLT. S.T.D.SLOPE TO DRAIN A A.B. A.F.F. A.F.G. A/C ABC ABS ABV. ACB ACOU. ACT ADD. AG AHU AL. or ALUM. ALT. ANL ASPH. AVG AWG B.M. B.N. B.O. B.O.F. B.U. B/C BD. BLDG BLK. BLKG. BM. BR BRG. BRZ C.A.P. C.D. C.I.P. C.J. C.O. C.T. CAB CAM. CCTV CEM. CER CFM CH CKT. BKR. CL or C.L. CLG. CLKG. CLO. CLR. CMU CNTRD. COL. COMB. CONC. CONST. CONT. CONTR. CU d D.F. D.G. D.S. D/W DBL. DEMO DIA. or Ø DIAG. DIM. DL DN. DR E.A. E.F. E.J. E.N. E.W. EA. EL ELECT. ELEV. EMC EMT ENT EQ. EQUIP. EST. EVAP. EWC EXC EXH. EXIST. or E EXT. F.A. F.C. F.C.O. F.D. F.E. F.N. F.O. F.S. F/G FAB. FACP FDC FDN. FHC FIN. FL FLG. FLUOR. FP FTG. FURN. G.I. GA. GALV. GAR. GFCI GFI GL GLB GM GM GRC GYP. GYP. BD. H.B. H.C. H.M. H/C HDBD. HDW HGT. HOR. HTR HVAC HW HYD. I.C. I.D. I.F. ID IG IMC IMPG INCL. INSUL. INT. J-BOX JCT JT. K-D KD KO L.E.D. L.FT. LAM LAT. LAV LD. LIN. LINO. LT. LTG. LVL M.B. M.H. M.I. M.O. MAR. MAS. MAT'L MAX. MECH. MED. MFG. MFR. MIN. MISC. MOD MTL. MUL N.I.C. N.T.S. NCM NFC NLR. NO. NOM. O.C. O.D. O.H. O.I. O.R. OAI OH OPNG. OPPO. P.C. P.L. P.LAM. P.O.C. PERP. or PH or Ø PL. PLAS. PLUMB. PLYWD. PORC. PERF. PREFAB. PSF PSI PTN. PVC PWR. Q.T. QTY. R R.D.L. R.D.O. R.O. R.O.W. or R/W REF REF. REINF. REQ'D. RET. REV. RM RMV. S.C. S.D. S.O.V. S/L S/S SC SCHED. SECT. SES SH SHT'G. SIM. SPA. SPECS SPKR. SQ. FT. SQ. IN. STC STD. STL. SUSP. SW SYM SYS. T & G T.B. T.M.B. T.O. T.O.B. T.O.C. T.O.F. T.O.J. T.O.M. T.O.S. T.O.W. T.S. T.V. TEL. TH. THD. THK. THRU TLT. TRANS. TYP. UNF. UR V.B. V.I.F. VA VERT. WC WDW WCT WP WT. W/ W/O WD. W.I. YD. AMPERES ANCHOR BOLT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR CONDITIONING AGGREGATE BASE COURSE ACRYLONITRILE-BUTADIENE-STYRENE ABOVE ASBESTOS-CEMENT BOARD ACOUSTIC ACOUSTICAL CEILING TILE ADDITION or ADDENDUM ABOVE GRADE AIR HANDLER UNIT ALUMINUM ALTERNATE ANNEALED ASPHALT AVERAGE AMERICAN WIRE GAUGE ANGLE BENCH MARK BOUNDARY NAILING BOTTOM OF BOTTOM OF FOOTING BUILT UP BACK OF CURB BOARD BUILDING BLOCK BLOCKING BEAM BRASS BEARING BRONZE CONCRETE ASBESTOS PIPE CONSTRUCTION DOCUMENTS CAST IN PLACE CONTROL JOINT CLEAN OUT CERAMIC TILE CABINET CAMBER CLOSED CIRCUIT TELEVISION CEMENT CERAMIC CUBIC FEET PER MINUTE CHANNEL CIRCUIT BREAKER CENTERLINE CEILING CAULKING CLOSET CLEAR CONCRETE MASONRY UNIT CENTERED COLUMN COMBINATION CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR COPPER PENNY DRINKING FOUNTAIN DECOMPOSED GRANITE DOWN SPOUT DISHWASHER DOUBLE DEMOLITION DIAMETER DIAGONAL DIMENSION DEAD LOAD DOWN DOOR EXPANSION ANCHOR EXHAUST FAN EXPANSION JOINT END NAILING EACH WAY EACH ELEVATION "ELECTRIC, ELECTRICAL" ELEVATOR ELECTRICAL METALLIC CONDUIT ELECTRICAL METALLIC TUBING ELECTRICAL NON-METALLIC TUBING EQUAL EQUIPMENT ESTIMATE EVAPORATIVE COOLER ELECTRIC DRINKING COOLER EXCAVATE EXHAUST EXISTING EXTERIOR FIRE ALARM FAN COIL FLOOR CLEAN OUT FLOOR DRAIN FIRE EXTINGUISHER FIELD NAILING FACE OF FLOOR SINK FIBERGLASS FABRICATE FIRE ALARM CONTROL PANEL FIRE DEPARTMENT CONNECTION FOUNDATION FIRE HOSE CABINET FINISH FLOOR FLOORING FLUORESCENT FIRE PROOF FOOTING FURNISH GALVANIZED IRON GAUGE GALVANIZED GARAGE GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT INTERRUPTER GLASS GLUE LAMINATED BEAM GRADE MARK GATE VALVE GALVANIZED RIGID TUBING GYPSUM GYPSUM BOARD HOSE BIBB HOLLOW CORE HOLLOW METAL HANDICAPPED HARDBOARD HARDWARE HEIGHT HORIZONTAL HEATER HEATING, VENTILATING & AIR CONDITIONING HOT WATER HYDRAULIC INTERCOM OUTLET INSIDE DIAMETER INSIDE FACE IDENTIFICATION ISOLATED GROUND INTERMEDIATE METALLIC CONDUIT IMPREGNATED INCLUDE, INCLUSIVE INSULATION INTERIOR JUNCTION BOX JUNCTION JOINT KNOCK DOWN KILN DRIED KNOCK OUT LIGHT EMITTING DIODE LINEAR FEET LAMINATE LATERAL LAVATORY LEAD LINEAR LINOLEUM LIGHT LIGHTING LAMINATED VENEER LUMBER MACHINE BOLT MANHOLE MALLEABLE IRON MASONRY OPENING MARBLE MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MANUFACTURING MANUFACTURER MINIMUM MISCELLANEOUS MODULAR METAL MULLION NOT IN CONTRACT NOT TO SCALE NON-CORROSIVE METAL NOT FOR CONSTRUCTION NAILER NUMBER NOMINAL ON CENTER OUTSIDE DIAMETER OVER HANG ORNAMENTAL IRON OUTSIDE RADIUS OUTSIDE AIR INTAKE OVER HEAD OPENING OPPOSITE PRECAST CONCRETE PROPERTY LINE PLASTIC LAMINATE POINT OF CONNECTION PERPENDICULAR PHASE PLASTER PLATE PLASTIC PLUMBING PLYWOOD PORCELAIN PERFORATED PREFABRICATED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PARTITION POLYVINYLCLORIDE POWER QUARRY TILE QUANTITY RADIUS ROOF DRAIN LEADER ROOF DRAIN OVERFLOW ROUGH OPENING RIGHT OF WAY REFRIGERATOR REFERENCE REINFORCED REQUIRED RETURN REVISION ROOM REMOVE SOLID CORE SMOKE DETECTOR SHUT OFF VALVE SKYLIGHT STAINLESS STEEL SELF CLOSING SCHEDULE SECTION SERVICE ENTRANCE SECTION SHEET SHEATHING SIMILAR SPACE SPECIFICATIONS SPEAKER SQUARE FEET SQUARE INCHES SOUND TRANSMISSION CLASS STANDARD STEEL SUSPENDED SWITCH SYMMETRICAL SYSTEM TONGUE AND GROOVE THROUGH BOLT TELEPHONE MOUNTING BOARD TOP OF TOP OF BEAM TOP OF CURB TOP OF FOOTING TOP OF JOIST TOP OF MASONRY TOP OF SLAB TOP OF WALL TUBE STEEL TELEVISION OUTLET TELEPHONE THRESHOLD THREADED THICK THROUGH TOILET TRANSFORMER TYPICAL UNFINISHED URINAL VAPOR BARRIER VERIFY IN FIELD VOLT AMPERE VERTICAL WATER CLOSET WINDOW WAINSCOT WEATHER PROOF WEIGHT WITH WITHOUT WOOD WROUGHT IRON YARD VCT VINYL COMPOSITION TILE JOISTJST. ALL CODES REFERENCED ARE TO BE USED AS AMENDED BY THE STATE OF COLORADO AND LOCAL JURISDICTION. NOTE: CODES BELOW ARE APPLICABLE ONLY IN AREAS. BECAUSE THE SCOPE OF WORK IS LESS THAN 40%, THE PROJECT IS NOT SUBJECT TO UPDATE TO CURRENT CODE -2015 INTERNATIONAL RESIDENTIAL CODE -2015 INTERNATION MECHANICAL CODE -2015 INTERNATIONAL PLUMBING CODE -2015 INTERNATIONAL FUEL & GAS CODE -2015 IECC (INTERNATIONAL ENERGY CONSERVATION CODE) - PITKIN COUNTY EFFICIENT BUILDING CODE -2014 NATIONAL ELECTRICAL CODE FINISH WOOD WOOD STUD BLOCKING STEEL STEEL STUD FRAMED WALL BATT INSULATION PLYWOOD CONCRETE STONE CMU SAND GRAVEL GWB COMPACTED SOIL SPRAY-FOAM INSULATION RIGID INSULATION GRID LINE BREAK LINE MATCH LINE REVISION A-701 ELEVATION MARKER SECTION MARKER DETAIL CUT DETAIL 1 A-501 ELEVATION D01 W01 ROOM NAME 101 INTERIOR ELEVATION MARKER ELEVATION NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER SHEET NUMBER ELEVATION NUMBER SPOT ELEVATION DOOR MARK WINDOW MARK ROOM NAME AND NUMBER 1 A-301 1 A-201 11 MAXIMUM FLOOR AREA: 7,500 SQ FT ALLOWABLE DECK (15% OF MAX FLOOR AREA): 1,125 SQ FT FRONT SETBACK: 25'-0" SIDE SETBACKS: 10'-0" REAR SETBACK: 10'-0" MAXIMUM HEIGHT (PRINCIPAL STRUCTURE) (FT.): 29'-0" 210 WEST MAIN STREET, ASPEN, CO 81611 WOODY CREEK ENGINEERING, LLC 308 S. GALENA ST. STE. C ASPEN, CO 81611 P: 970-429-8297 E: josh@woodycreekengineering.com BURGGRAAF ASSOCIATES INC. 1404 HAWK PARKWAY, STE. 218 MONTROSE, CO 87401 P: 970-240-5990 E: m.burggraaf@bai-eng.biz THEODORE K. GUY ASSOC. PC. PO BOX 1640 BASALT, CO 81621 P: 970-937-3167 E: tkga@tkga.net 07/25/2019 Contractor and fabricator must sign the special inspection agreement before I can sign off. Provide an approved state demolition license and an asbestos abatement clearance report. XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XTV XTV XTV XTV XTV XTV XTV XTV XTV XTV XUT XUT XUT XUT XUT XUT XUT XUT XUT XS A XG A S XG A S XU T XU T XT V XS A XTV XTV XTV XTV XTV XTV XTV XTV XTV XUT XUT XUT XUT XUT XUT XUT XUT XG A S XG A S XS A XG A S XG A S XG A S XUT XUT XUT XUT XG A S XU T XU T XT V XT V XUT XUT XUT XUT XUT XUT XUT XUT XTV XTV XTV XTV XTV XTV XTV XTV XS A XG A S XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XE L XEL XEL XEL XEL XELXEL XEL XE L XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS S75° 0 9 ' 1 1 " E 60.00' S1 4 ° 5 0 ' 4 9 " W 10 0 . 0 0 ' N75° 0 9 ' 1 1 " W 60.00' N1 4 ° 5 0 ' 4 9 " E 10 0 . 0 0 ' 40.8' 23 . 5 ' 41.2' 23 . 5 ' 41.0' 21 . 3 ' 29.1' 6. 3 ' 11.4' 14 . 6 ' EX:7895.0'± EX:7894.9'± EX:7895.2'± EX:7895.1'± EX:7895.0'± EX:7894.9'± EX:7894.9'± EX:7894.5'± EX:7894.4'± EX:7894.7'± EX:7894.9'± EX:7895.1'± EX:7894.9'± EX:7895.1'± EX:7894.8'± EX:7895.1'± EX:7895.1'± EX:7895.1'± EX:7895.3'± EX:7894.9'± EX:7895.1'± EX:7895.2'± EX:7895.2'± EX:7895.2'± EX:7896.3'±EX:7895.2'±EX:7895.3'± EX:7895.7'± EX:7895.8'±EX:7895.7'± EX:7896.2'± EX:7896.3'± EX:7895.9'± EX:7895.6'± EX:7895.6'± EX:7895.9'± EX:7895.3'± EX:7895.2'± EX:7895.0'± EX:7895.0'± EX:7895.0'± EX:7896.4'± EX:7896.5'± EX:7895.3'±EX:7895.3'± EX:7895.1'± EX:7893.1'± EX:7895.0'± EX:7894.9'± EX:7895.1'± EX:7894.9'± EX:7895.4'± EX:7894.5'± EX:7894.9'± EX:7894.9'± EX:7895.1'± EX:7894.8'± EX:7894.7'± EX:7895.1'± EX:7895.0'± EX:7895.0'± EX:7895.0'± EX:7895.3'± EX:7895.3'± EX:7895.1'± EX:7894.7'± EX:7894.7'± EX:7894.5'±EX:7894.7'± EX:7895.1'± EX:7895.3'±EX:7895.3'± EX:7895.1'± EX:7895.2'± EX:7895.5'± EX:7895.1'± EX:7895.2'± EX:7895.2'± EX:7895.6'± EX:7895.7'± EX:7892.4'± EX:7892.4'± EX:7892.4'± EX:7892.3'± EX:7892.9'± EX:7892.8'± EX:7892.4'± EX:7892.3'± EX:7892.1'± EX:7892.2'± EX:7892.8'± EX:7894.9'± EX:7894.9'± EX:7894.7'± EX:7894.7'± EX:7894.6'± EX:7894.7'± EX:7894.3'±EX:7894.3'± EX:7894.0'± EX:7894.1'± EX:7894.2'± EX:7894.0'± EX:7893.8'± EX:7894.0'± EX:7894.0'± EX:7893.9'± EX:7893.8'± EX:7893.6'± EX:7893.9'± EX:7893.8'± EX:7893.6'± EX:7894.1'± EX:7894.1'± EX:7894.0'± EX:7894.2'± EX:7894.2'± EX:7893.9'± EX:7893.8'± EX:7894.0'± EX:7893.8'± EX:7894.3'± EX:7894.4'± EX:7894.5'± EX:7894.7'± EX:7894.3'± EX:7894.3'± EX:7894.5'± EX:7894.8'± EX:7894.7'± EX:7894.8'± Co n c . S i d e w a l k Co n c . S i d e w a l k Conc. S i d e w a l k EX:7894.8'± Co n c . Si d e w a l k Conc. P a d Bo a r d F e n c e Log Rail Fence (Posts at Bottom of Conc. Ret. Wall) Ad j a c e n t B l d g . - T y r o l e a n L o d g e Concrete Retaining Wall-Top of Wall=Approx. Prop. Line (Poor Condition-Leaning East Concrete Retaining Wall-Top of Wall=Approx. Prop. Line (Wall Leans Easterly) Br i c k P a t i o Ad j a c e n t B l d g . - A s p e n M a i n C o n d o m i n i u m s Conc. Driveway Gr a v e l D r i v e w a y Gravel P a r k i n g Lo t P Lo t Q LOT P LOT Q LOT OE½ LOT N LOT R LOT S THREE STORY APT.BLDG. WOOD FRAME CONST. ADDRESS: 210 WEST MAIN ST. ONE STORY BLDG. WOOD FRAME CONST. Stairs U p Landin g Botto m L e v e l E l e v . = 7 8 9 2 . 3 ± Stairs Dn. Upper L e v e l D e c k s (1st & 2 n d F l o o r s ) Stairs U p Stone B e n c h Brick EX:7894.9'± EX:7894.9'± SUBJECT PROPERTY LOTS P&Q-6000 SQ, FT. MAIN S T R E E T (R.O. W . = 1 0 0 ' ) ALLEY(R.O. W . = 2 0 . 4 0 ' ) 20.40' BLOCK 5 1 BLOCK 5 1 F.F. El e v . = 7 9 0 0 . 8 ' ± F.F. El e v . Appro x . 7 8 9 6 . 5 ' ± ASPEN MAIN OFFICE-CONDOMINIUMS LOTS 0 & E½ LOT N FND. REBAR W/CAP L.S. No. 28643 (1.0' WITNESS COR.) FND. REBAR W/CAP L.S. No. 2547 (Believed that LS No. is 25947?) FND. BRASS DISC L.S. No. 28643 (2.0' WITNESS COR.) SITE BENCHMARK-EL. = 7894.65' FND. BRASS DISC L.S. No. 28643 (1.75' WITNESS COR.) Te l e . - E l e c . S e r v . Tele.-Elec. Serv. R.R. Ti e B o r d e r Stone Border Conc. Pad at Door TYROLEAN LODGE, LLC LOT R & LOT S Conc. P a t c h Water Serv. (Curb Stop) FOUND CITY OF ASPEN MONUMENT GARMISCH & HOPKINS MARCIN CONTROL-2009 MARKED LS No. 37099 Lean-T o S h e l t e r Snow E q u i p . S t o r a g e Sewer Wye Inv. El.=7985.1'± (See Note No. 6)Sewer L i n e S l o p e @ 1 . 0 0 % ± 24.0' Bldg H e i g h t f r o m A d j a c e n t G r o u n d = 2 4 . 0 ' 23.5' FOUND CITY OF ASPEN MONUMENT 6TH & HOPKINS MARCIN CONTROL-2009 MARKED LS No. 37099 FI R S T S T R E E T (R . O . W . = 7 5 . 4 5 ' ) Conc. W a l l ( T y p . ) Top Back of Curb Flowli n e C u r b Edge o f C o n c . P a n (B a s i s o f B e a r i n g ) 15.1" Dia-30'Drip 6" Dia-12'Drip 10.8" Dia-20'Drip 12.2" Dia-24'Drip 8.8" Dia-16'Drip 6.2" Dia-12'Drip 6.8" Dia-13'Drip Light Pole NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM 2/19/2019 - 18054-RJ - G:\2018\18054\SURVEY\Survey DWGs\18054-ISP-TOPO-2018-CITY BEARINGS.dwg VICINITY MAP APPROX SCALE: 1" = 300' GENERAL UTILITY NOTES: The locations of underground utilities have been plotted based on utility maps, construction/design plans, other information provided by utility companies and actual field locations in some instances. These utilities, as shown, may not represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 010 10 20 10 405 SOURCE DOCUMENTS: ·PLAT-CITY OF ASPEN TOWNSITE MAP AS SURVEYED BY G.E. BUCHANAN-1959-REC. No. 109023. ·PLAT-ASPEN MAIN OFFICE CONDOMINIUMS-REC. No. 510762. ·PLAT-CHRISTMAS INN-PUD-REC. No. 472760. ·DEED-SUBJECT PROPERTY LOTS P & Q-KING LOUISE, LLC-REC. No. 366621 ·DEED-TYROLEAN INN-REC. No. 420056. ALL OF THE PITKIN COUNTY, COLORADO RECORDS. IMPROVEMENT SURVEY PLAT WITH TOPOGRAPHY 210 WEST MAIN STREET A PARCEL OF LAND BEING LOTS P & Q, BLOCK 51, CITY OF ASPEN BEING SITUATED IN THE SW¼ OF SECTION 12, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. SHEET 1 OF 1 U.S. SURVEY FEET SURVEYOR'S CERTIFICATE I hereby state that this Improvement Survey Plat was prepared by Sopris Engineering, LLC (SE) for King Louise LLC, and the Attorneys Title Insurance Agency of Aspen, LLC I furthermore state that the improvements on the above described parcel on this date, April 13, 2018, except utility connections are entirely within the boundaries of the parcel except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. I furthermore state that this property is subject to reservations, restrictions, covenants and easements of record or in place. I furthermore state, that the relative positional accuracy of this survey does not exceed 1:15,000. ____________________________________ Mark S. Beckler Colorado PLS No. 28643 LOTS P AND Q, BLOCK 51, CITY AND TOWNSITE OF ASPEN COUNTY OF PITKIN STATE OF COLORADO PROPERTY DESCRIPTION NOTES 1) Date of Survey: May 2007, January 2011, February 3, 2017, March-April, 2018. 2) Date of Preparation: February 8, 2017, April 19-24, 2018. Updated December, 2018 and January, 2019. 3) Basis of Bearing: A bearing of S 14°50'49" W between the found rebar cap L.S. 2547 (believe to be mis-marked and should be LS 25947) monumenting the Northeast boundary corner of Lot Q, and the set brass disc marked L.S. 28643, being a 2.00' witness corner monumenting the Southeast boundary corner of Lot Q, as shown . 4) Basis of Survey: Basis of Survey: The Plat of The City of Aspen, Pitkin County Colorado by G.E. Buchanan dated December 15, 1959, various documents of record and the found monuments, as shown. 5) This survey does not constitute a title search by Sopris Engineering, LLC (SE) to determine ownership or easements of record. For all information regarding easements, rights of way and/or title of record, SE relied upon the above said plats described in note 4. And the title commitment prepared by Attorneys Title Insurance Agency of Aspen, LLC., Effective date: February 7, 2017 Commitment No. 16003520. 6) The utility locations as shown in the alleyway are based on a survey performed by Sopris Engineering, LLC for Aspen Consolidate Sanitation District in October, 2015. The location of the sewer wye is approximate as it is not known the actual point of installation after upgrades/replacement of the existing line. The invert elevation as shown on this plat is per Sopris Engineering layout of the new pipe as designed by 68 West Engineering. The elevation is believed to be accurate but no asbuilt was performed after the new pipe installation and only excavation would prove the actual location and elevation of the sewer wye. 7) Basis of Elevations: Are based on GPS observations utilizing the Mesa County RTVRN as related the 2009 City of Aspen Survey as created by Marcin Engineering control datum being based on an elevation of 7911.98' (NAVD 88) on the Benchmark Q-159 located at the Pitkin County Courthouse, yielding a site elevation of 7894.65' on the brass disc being a 1.75' witness corner to the SW corner of the subject parcel, as shown. 8) Address: 210 West Main Street. 9) Pitkin County Parcel No.--2735-124-40-009. 10) Slopes: Per the Aspen/Pitkin County GIS Slope Analysis mapping utilizing 2008 MetroArea data and dated June 1, 2009. the slopes on the subject parcel are in the 0%-10% range. 11) Hazard Analysis: Per the City of Aspen Surface Drainage Master Plan, dated Nov. 2001 there are no Geologic Hazards on the property. 12) Zoning and Setbacks: According to the Aspen/Pitkin County GIS mapping the parcel is zoned MU-Mixed Use. The Setbacks being: Front Yard-10.0' Side Yard-5.0' Rear Yard-5.0' 13) Per the FEMA-Flood Insurance Rate Map (FIRM), Map No. 08097CO203C, effective date June 4, 1987, this property/site is situated in Zone X-being an area determined to be outside of the 500 year flood plain. 14) The deck shown on the southerly building has been drawn per the architect's plans. GAS METER ELECTRIC TRANSFORMER ELECTRIC METER TELEPHONE PEDESTAL CATV PEDESTAL EXISTING CONDITIONS LEGEND EXISTING 8" SANITARY SEWER MAIN EXISTING TELEPHONE EXISTING UNDERGROUND ELECTRIC XUT XUT XEL XEL XSA XSA EXISTING GASXGASXGAS EXISTING CABLE TV LINE ELECTRIC PEDESTAL XTV XTV EXISTING EDGE OF ASPHALT CLERK AND RECORDER'S CERTIFICATE FOR INFORMATIONAL LAND SURVEY PLATS Deposited this _____ Day of _______________, 2018, at________M., in the Pitkin County Index for Informational Purposes Only Land Survey Plats Under Reception Number ____________________. Date:____________________________________ Filing Information: Section 12 (SW¼) Township 10 South, Range 85 West, the 6th P.M. 5.4' SUBJECT PROPERTY 210 WEST MAIN STREET WATER SERVICE-CURB STOP WOODEN FENCE DECIDUOUS TREE CONIFEROUS TREE LIGHT POLE 03/16/2019 07/26/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A 0.2 7/25/19 ZONING RESOLUTION DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 SCALE: 1' = 1'-0"1 ZONING RESOLUTION NO. 10a , SERIES OF 2017 07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A 0.3 7/25/19 ZONING+HP C RESOLUTION DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 RECEPTION#: 644364, R: $23.00, D: $0.00 DOC CODE: RESOLUTION Pg 1 of 3, 01/11/2018 at 01:54:27 PMJaniceK. Vos Caudill, Pitkin County, CO RESOLUTION NO. 17 SERIES OF 2017) A RESOLUTION OF THE ASPEN PLANNING AND ZONING COMMISSION APPROVING GROWTH MANAGEMENT REVIEW AND THE ESTABLISHMENT OF CERTIFICATES OF AFFORDABLE HOUSING CREDIT FOR 210 W. MAIN STREET, LOTS P & Q, BLOCK 51, CITY AND TOWNSITE OF ASPEN, PITKIN COUNTY, COLORADO. Parcel ID: 2735-124-40-009 WHEREAS,the Community Development Department received an application from King Louise, LLC ( Applicant), represented by BendonAdams, for the following land use review approvals: Growth Management, pursuant to Land Use Code Chapter 26.470, Growth Management Quota System, Certificates of Affordable Housing Credit, pursuant to Land Use Code Chapter 26. 540, Certificates of Affordable Housing Credit; and, WHEREAS,all code citation references are to the City of Aspen Land Use Code in effect on the day of initial application, February 21, 2017, as applicable to this Project; and, WHEREAS, pursuant to Land Use Code Section 26.304.060(B)(1), Combined Reviews, the Community Development Director may combine reviews where more than one (1) development approval is being sought simultaneously; and, WHEREAS, the Aspen Community Development Department reviewed the proposed Application and recommended approval; and, WHEREAS,the Aspen/Pitkin County Housing Authority Board of Directors reviewed the Application on November 1, 2017, and recommended approval with conditions; and, WHEREAS, the Planning and Zoning Commission reviewed the Application at a duty noticed public hearing on December 5, 2017, during which time the recommendations of theCommunityDevelopmentDirector, Aspen/Pitkin County Housing Authority and comments from the public were considered by the Planning and Zoning Commission; and, WHEREAS,the Planning and Zoning Commission approved Resolution No. 17, Series of 2017, by a four to zero (4 - 0) vote, granting approval with the conditions listed hereinafter. NOW, THEREFORE BE IT RESOLVED BY THE PLANNING AND ZONING COMMISSION OF THE CITY OF ASPEN, COLORADO THAT: Section 1: Affordable Housing The Planning and Zoning Commission hereby grants approval of eight (8) affordable housing units. The unit types shall be as follows: 1. Eight (8) 2-bedroom units (18 FTEs) Planning and Zoning Commission Resolution No. 17, Series 2017 Page I of 3 As represented in the application, the approved units are granted a reduction in the Minimum Net Livable Square Footage, pursuant to the Aspen/Pitkin County Housing Authority (APCHA) Employee Housing Guidelines (" Guidelines") as follows: Unit Approved Net Livable =Minimum NetLivable %Reduction 101 835 900 7 102 846 900 6 103 758.8 900 16 201 846.5 900 6 202 845.6 900 6 203 758.2 900 16 301 845.9 900 1 6 302 845.4 900 1 6 Any further reduction in Net Livable Square Footage for any of the units shall require approval from APCHA. All units shall meet the requirements of the Guidelines regarding closets, kitchen appliances, etc. in place at the time of building permit. Each affordable housing unit shall be individually metered for utilities. This project is approved as 100% rental units. The following conditions shall apply: 100% Rental Project: 1. Minimum occupancy in accordance with the Guidelines is required for all units. 2. All new tenants shall be approved by APCHA in accordance with the Guidelines prior to signing a lease and occupying the unit. 3. All leases shall be provided to APCHA and state the length of the lease, the amount of rent, and signed by both the tenant and the landlord. Prior to a Certificate of Occupancy being issued for the completed project, deed restrictions for the units that reflect the requirements of this Resolution shall be approved by the City Attorney and APCHA and recorded. Final Category designations for all units shall be limited to Category 4 or lower. Section 2: Certificates of Affordable Housing Credit The project is approved for the establishment of Certificates of Affordable Housing Credits for 18 FTEs. Final Category designation for the Certificates shall be established as part of the final approveddeedrestrictions,in accordance with Section 1 above.The Certificates shall be issued in accordance with Land Use Code Chapter 26.540, Certificates of Affordable Housing Credit. Prior to issuance of any Certificates, all eight(8)units shall have a recorded deed restriction and receive a Certificate of Occupancy. Section 3: All material representations and commitments made by the Applicant pursuant to the development proposal approvals as herein awarded, whether in public hearing or documentation presented before the Community Development Department and the Planning and Zoning Commission are Planning and Zoning Commission Resolution No. 17, Series 2017 Page 2 of 3 hereby incorporated in such plan development approvals and the same shall be complied with as if fully set forth herein, unless amended by other specific conditions or an authorized authority. Section 4• This Resolution shall not affect any existing litigation and shall not operate as an abatement of any action or proceeding now pending under or by virtue of the ordinances repealed or amended as herein provided, and the same shall be conducted and concluded under such prior ordinances. Section 5: If any section, subsection, sentence, clause, phrase, or portion of this Resolution is for any reason held invalid or unconstitutional in a court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and shall not affect the validity of the remaining portions thereof. FINALLY, adopted, passed and approved this 5th day of December, 2017. Approved as to form: Approved as to content: James R True,City Attorney S 'p Attest: Cindy Clob, Records Manager Planning and Zoning Commission Resolution No. 17, Series 2017 Page 3 of 3 SCALE: 1:1.072HPC RESOLUTION No. 16 - SERIES OF 2017 SCALE: 1:1.071ZONING RESOLUTIION No. 17 - SERIES OF 2017 07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A 0.4 7/25/19 HPC RESOLUTION DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 RESOLUTION #12 SERIES OF 2018) A RESOLUTION OF THE ASPEN HISTORIC PRESERVATION COMMISSION GRANTING FINAL MAJOR DEVELOPMENT APPROVAL FOR 210 W. MAIN STREET, LOTS P & Q, BLOCK 51, CITY AND TOWNSITE OF ASPEN, PITKIN COUNTY, COLORADO. Parcel ID: 2735-124-40-009 WHEREAS, the Community Development Department received an application from King Louise, LLC (Applicant), represented by BendonAdams, for the following land use review approvals: Major Development, Final. pursuant to Land Use Code Section 26.415, and, WHEREAS, all code citation references are to the City of Aspen Land Use Code in effect on the day of initial application for this multi-step land use review, February 21, 2017, as applicable to this Project; and, WHEREAS, the Aspen Community Development Department reviewed the proposed Application and recommended approval with conditions; and, WHEREAS, the Historic Preservation Commission reviewed the Application at a duly noticed public hearing on August 8, 2018, during which time the recommendations of the Community Development Director and comments from the public were requested and heard by the Historic Preservation Commission; and, WHEREAS, during a duly noticed public hearing the Historic Preservation Commission approved Resolution #12, Series of 2018, by a 7 to 0 vote, granting approval with the conditions listed hereinafter. NOW, THEREFORE BE IT RESOLVED BY THE HISTORIC PRESERVATION COMMISSION OF THE CITY OF ASPEN, COLORADO THAT: Section 1: Pursuant to the procedures and standards set forth in Title 26 of the Aspen Municipal Code, the Historic Preservation Commission hereby grants Final Major Development approval for the project as presented to HPC on August 8, 2018, with the following conditions: 1 . Green roof systems are required on all structures as depicted in the application. 1111111111111111111111111111111111111111111111111 IN Historic Preservation Commission RECEPTION#: 650170, R: $98.00, D: $0.00 Resolution#12,Series 2018 DOC CODE: RESOLUTION Page 1 of 6 Pg 1 of 18, 09/07/2018 at 09:59: 50 AM Janice K.Vos Caudill, Pitkin County, CO 2. HPC staff and monitor must review and approve the re-use of any existing building materials after those materials have been refurbished to the extent intended by the applicant, to ensure the longevity of the materials and compliance with guideline 7.20. 3. On the Main Street facade, eliminate the ground floor door at the walkway leading to the central courtyard. 4. Review the cornice detail to reduce scale and simplify, particularly on the southeast building, for review and approval by staff and monitor. 5. The exterior doors will be as shown in the elevations; full-lite doors on the residential units and slab doors on the ground floor, along the alley. Staff and monitor will review and approve cut sheets and the exterior material of the doors prior to permit submittal. 6. The final material for the water table at the base of the buildings is to be reviewed and approved by staff and monitor. Section 2: The following variations were granted to the project at Conceptual approval, through HPC Resolution #16, Series of 2018. 1 . A variance to allow porches and balconies to extend 18" into the east and west sideyard setbacks as depicted on the approved plans. 2. Special Review approval to reduce the front yard setback from ten (10) feet to five (5) feet for porches and balconies only. 3. Special Review approval to increase the maximum allowable cumulative FAR to 1 .25:1 . 4. Special Review approval for the reduction of one (1 ) parking space on-site. Six (6) parking spaces shall be provided on-site. 5. Maximum allowable height of 29 feet, pursuant to Section 26.412, Commercial Design Review. Section 3; The project received Growth Management approval and establishment of Affordable Housing Certificates through PBZ Resolution #17, Series of 2017. The project is required to conform to that approval, unless amendments are approved consistent with the Municipal Code, including representations as to affordable housing unit size. Section 4: The following items identified during the Development Review Committee meeting held on May 17, 2017 must be resolved with the appropriate City Departments prior to or during the building permit review for this project. 1. Determine if the current transformer has adequate capacity or if a new or upgraded transformer is required. 2. The curb cut on Main St is required to be removed clear to the back of curb. Historic Preservation Commission Resolution 412, Series 2018 Page 2 of 6 3. The sidewalk shall meet current standards with a 6' width and 2% cross slope. Sidewalk construction will need Parks Department approval due to the close proximity to the street trees. To protect tree roots there shall be no depth excavation beyond what is existing for the current sidewalk. 4. The project must comply with the Urban Run-off Management Plan. 5. Provide detail regarding the water service upgrade. At building permit, fire flow calculations are required to verify the requested service line size is appropriate. 6. Amend the TIA plan for review and approval with regard to the TDM measure claiming credit for end of trip facilities, a credit which is not applicable to residential projects. In addition, installation of bike parking already receives credit in the MMLOS section therefore another TIA option needs to be pursued. 7. Aspen Consolidated Sanitation District service is contingent upon compliance with the District's rules, regulations, and specifications, which are on file at the District office. Comply with the following requirements as applicable: ACSD will review the approved Drainage plans to assure that clear water connections (roof, foundation, perimeter, patio drains) are not connected to the sanitary sewer system. On-site utility plans require approval by ACSD. Oil and Grease interceptors (not traps) are required for all food processing establishments. Oil and Sand separators are required for parking garages and vehicle maintenance establishments. Driveway entrance drains must drain to drywells. Elevator shafts drains must flow thru o/s interceptor Old service lines must be excavated and abandoned at the main sanitary sewer line according to specific ACSD requirements and prior to soil stabilization. Soil nails are not allowed in ROW. Below grade development may require installation of a pumping system. Above grade development shall flow by gravity. One tap is allowed for each building. Shared service line agreements may be required where more than one unit is served by a single service line. Permanent improvements are prohibited in sewer easements or right of ways. Landscaping plans will require approval by ACSD where soft and hard landscaping may impact public ROW or easements to be dedicated to the district. All ACSD fees must be paid prior to the issuance of a building permit. Peg in our office can develop an estimate for this project once detailed plans have been made available to the district. Where additional development would produce flows that would exceed the planned reserve capacity of the existing system (collection system and Historic Preservation Commission Resolution#12, Series 2018 Page 3 of 6 or treatment system) an additional proportionate fee will be assessed to eliminate the downstream collection system or treatment capacity constraint. Additional proportionate fees would be collected over time from all development in the area of concern in order to fund the improvements needed. Where additional development would produce flows that would overwhelm the planned capacity of the existing collection system and or treatment facility, the development will be assessed fees to cover the costs of replacing the entire portion of the system that would be overwhelmed. The District would fund the costs of constructing reserve capacity in the area of concern (only for the material cost difference for larger line). Glycol heating and snow melt systems must be designed to prohibit and discharge of glycol to any portion of the public and private sanitary sewer system. The glycol storage areas must have approved containment facilities. 8. Finalize Special Review by the Environmental Health department for the trash and recycling space, which has preliminarily been approved to be an area of 112 square feet, accessed via the open space next to the ADA accessible parking. The trash and recycling space will be fully enclosed and impervious to wildlife which exceeds code requirements. 9. A cottonwood tree will be required in the ROW on Main Street to the east of the existing cottonwood. Irrigation of the right-of-way will be required. Any code sized tree removals will require a Tree Removal Permit from the Parks Department. Section 5: All material representations and commitments made by the Applicant pursuant to the development proposal approvals as herein awarded, whether in public hearing or documentation presented before the Community Development Department and the Historic Preservation Commission are hereby incorporated in such plan development approvals and the same shall be complied with as if fully set forth herein, unless amended by other specific conditions or an authorized authority. Section 6: This Resolution shall not affect any existing litigation and shall not operate as an abatement of any action or proceeding now pending under or by virtue of the ordinances repealed or amended as herein provided, and the same shall be conducted and concluded under such prior ordinances. Section 7: If any section, subsection, sentence, clause, phrase, or portion of this Resolution is for any reason held invalid or unconstitutional in a court of competent jurisdiction, Historic Preservation Commission Resolution 912, Series 2018 Page 4 of 6 such portion shall be deemed a separate, distinct and independent provision and shall not affect the validity of the remaining portions thereof. Section 8: Vested Rights The development approvals granted herein shall constitute a site-specific development plan vested for a period of three (3) years from the date of issuance of a development order. However, any failure to abide by any of the terms and conditions attendant to this approval shall result in the forfeiture of said vested property rights. Unless otherwise exempted or extended, failure to properly record all plats and agreements required to be recorded, as specified herein, within 180 days of the effective date of the development order shall also result in the forfeiture of said vested property rights and shall render the development order void within the meaning of Section 26.104.050 (Void permits). Zoning that is not part of the approved site-specific development plan shall not result in the creation of a vested property right. No later than fourteen (14) days following final approval of all requisite reviews necessary to obtain a development order as set forth in this Ordinance, the City Clerk shall cause to be published in a newspaper of general circulation within the jurisdictional boundaries of the City of Aspen, a notice advising the general public of the approval of a site specific development plan and creation of a vested property right pursuant to this Title. Such notice shall be substantially in the following form: Notice is hereby given to the general public of the approval of a site specific development plan, and the creation of a vested property right, valid for a period of three (3) years, pursuant to the Land Use Code of the City of Aspen and Title 24, Article 68, Colorado Revised Statutes, pertaining to the following described property: 210 W. Main Street. Nothing in this approval shall exempt the development order from subsequent reviews and approvals required by this approval of the general rules, regulations and ordinances or the City of Aspen provided that such reviews and approvals are not inconsistent with this approval. The approval granted hereby shall be subject to all rights of referendum and judicial review; the period of time permitted by law for the exercise of such rights shall not begin to run until the date of publication of the notice of final development approval as required under Section 26.304.070(A). The rights of referendum shall be limited as set forth in the Colorado Constitution and the Aspen Home Rule Charter. Historic Preservation Commission Resolution#12, Series 2018 Page 5 of 6 FINALLY, adopted, passed and approved this 8th day of August, 2018. Approved as to form: Approved as to content: Andrea B an, Xssistant City orney GretoGreenwood, Chair tt st: nA Nicole Henning, Deputy City Clerk Attachment: Approved drawings Historic Preservation Commission Resolution#12,Series 2018 Page 6 of 6 SCALE: 1:1.061HPC RESOLUTION No. 12 - SERIES OF 2018 SCALE: 1:1.062Development Order 07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.01 7/25/19 ZONING SUMMARY DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 ZONING ALLOWANCE & PROJECT SUMMARY 210 W. MAIN STREET 5/31/19 Proposed Development NEW CONSTRUCTION Parcel ID# Zone District MU - MIXED USE Setbacks Existing Allowed (Principal)Allowed (Accessory)Proposed (Principal)Proposed (Accessory) Reference Front 24'-0"10'N/A 10'N/A 26.710.118.D.4. Rear 23'6"10'N/A 5'N/A 26.710.118.D.6. West Side 13'-9"5'N/A 5'N/A 26.710.118.D.5. East Side 5'-4" - 3'-2"5'N/A 5'N/A 26.710.118.D.5. Combined Side 19'-1"10'N/A 10'N/A 26.710.118.D.10. Dist. Btw. Buildings N/A N/A N/A N/A Corner Lot (Y/N)N N Plat Supplemental Breakdwn Info Existing Required Proposed Reference Open Space %N/A N/A Site Coverage 29.58%50%47.53%A 0.6 On-Site Parking 6 A.1.01. Site Coverage Existing Proposed Reference Gross Lot Area s.f.6000 6000 A 0.6 Area of Building Footprint s.f.1775 2852 A 0.6 Site Coverage %29.58%%47.53%%A 0.6 Land Value Summary Reference Land $2,250,000.00 Pitkin County Assessor Improvements $266,600.00 Pitkin County Assessor Total $2,516,600.00 Pitkin County Assessor Net Lot Area 210 W. MAIN STREET Zone District Requirements Min. Gross Lot Area s.f. (MU)26.710.118.D.1. Min. Net Lot Area s.f. (R-6)26.710.118.D.2.c. Lot Size Per Survey Reductions for Slopes 0%-20% (includes 100% area) N/A Reductions for Slopes 20%-50% (includes 50% area) N/A Reductions for Slopes over 50% (includes 0% area) N/A . TOTAL Area Reductions Net Lot Area 6000 Sq Ft Per Plot Allowable Floor Area City of Aspen Zoning Submittal Allowable Floor Area FAR 1.25:1 (6,000 s.f X 1.25)7500 SF Reference 26.710.180.D.11.a. Unique Approvals Net Livable Reduction Unit Approved Net Liv.Minimum Net Liv.% Reduction 101 835 900 7 102 846 900 6 103 758.8 900 16 201 846.5 900 6 202 845.6 900 6 203 758.2 900 16 301 845.9 900 6 302 845.9 900 6 HPC Approvals 1. 2. 3. 4. 5. Variances Exemptions Reference for math - Deck Exemption 1,125 Sq Ft exempt (Allowable floor area 7,500 Sq Ft x 15%)26.575.020.D.5 - Deck, Balconies, Loggias, Gazebos, Trellis, Exterior Stairways, and non-Street-facing porches: 26.575.020.D.4.a - Garages and carports:26.575.020.D.7. Floor Area Summary Existing Gross s.f.Existing FAR s.f.Proposed Gross s.f.Proposed FAR s.f.Reference for math TOTAL 3336 3767 7993 7434.42 A.1.06, A1.08 Part 500: 26.575.020.D.4.a: The calculation of Floor Area of a building or a portion thereof shall not include decks, balconies, trellis, exterior stairways, non-Street facing porched, gazebos and similar features, unless the area of thefeatures is greater that fifteen percent (15%) of the allowable floor area for the propoerty and the use and density proposed. * City of Aspen Land Use Code: Part 500: 26.575.020.D.7: For all multifamily building, parcels containing more than two residential units, 250 square feet of the garage or carpost area shall be exluded from the calculation of floor area per residence on the parcel. Planning and Zoning Commission. Resolution No. 17. (Series of 2017). Section1. Variance to allow porches and balconies to extend 18" into the east and wast sideyard setbacks as depicted on the approved plans. Historic Preservation Commission. Resolution #12. (Series of 2018). Section 2. Special Review approval to reduce the front yard setback from ten (10) feet to five (5) feet for porches and balconies only. Special Review approval to increase the maximum allowable cumulative FAR to 1.25:1. Special Review approvl fro the reduction of one (1) parking space on-site. Six (6) parking spaces shall be provided on-site. Maximum allowable height of 29 feet, pursuant to Section 26.412. Commercial Design Review. 273512440009 3,000 N/A MU ZONE Affordable Housing: No limitation other than cumulative total of all uses. The approved units are granded a reduciton in the Minimum Net Livabel Square Footage, pursuant to the Aspen/Pitkin County Housing Authority (APCHA) Employee Housing Guidelines ("Guidelines") as follows: ZONING SUMMARY 07/25/201909/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 COMMENTS 2 KING LOUISE HOUSING 210 WEST MAIN STREET ASPEN, CO 81611 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS A N D P L A N S I N D I C AT E D BY T H E S E DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM R AY M O N D A R C HIT E C T S, IN C . A N D SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER W I T H O U T W R I T T E N P E R M I S S I O N . W R I T T EN D I M E NS I ON S S HA L L TAK E P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A .1.06 9/20/19 EXISTING FAR C ALCUL ATIO NS DATE 11/22/18 KIM RAYMOND ARCHITECTS, INC. | 300 E. HYMAN AVENUE, SUITE 100 | | www.kimraymondarchitects.com | | 970-925-2252 | 03/05/19 07/01/19 09/16/19 48 sq ft LANDING AT STAIRS BELOW APT. 2 APT. 1 485 sq ft 367 sq ft 101 sq ft 81 sq ft 1 2 3 4 5 6 7 8 9 DOWN UP Custom Text 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 APT. 4 APT. 3 APT. 8 APT. 7 STUDIO(MECHANICAL) MECH 470 sq ft 491 sq ft 286 sq ft 429 sq ft 125 sq ft 48 sq ft 30 sq ft18 sq ft 1 2 3 4 5 6 APT. 6 APT. 5 BOILER/MECH LAUNDRY 395 sq ft 395 sq ft 184 sq ft 307 sq ft 1.NORTH 2.EAST 3.SOUTH 4.WEST 2. NON UNIT CALCULATION (09/11/19) Unit No. Level COMMON AREA (NON UNIT SPACE) Sq. Ft. RESIDENTIAL Sq. Ft. COMMERCIAL Sq. Ft. 1 SECOND 101 2 SECOND 3 GROUND 48 4 GROUND 18 5 LOWER (* CALCULATED FA)109.12 6 LOWER 7 GROUND 8 GROUND TOTAL 276.12 100.00%0.00% NON UNIT SPACE Sq. Ft. (PER %)276.12 0.00 PER RESIDENTIAL UNIT (347.27 Sq.Ft./ 8)34.52 * CALCULATED FA: 184 Sq.Ft. X 59.3% = 109.12 Sq.Ft. 3 Unit No. Level RESIDENTIAL Sq. Ft. (CALCULATED) COMMERCIAL Sq. Ft. COMMON AREA (NON UNIT SPACE) Sq. Ft. TOTAL PER UNIT (RESIDENTIAL) TOTAL PER UNIT (COMMERCIAL) DECK 1 SECOND 485 34.52 519.52 81.00 2 SECOND 367 34.52 401.52 3 GROUND 491 34.52 525.52 155.00 4 GROUND 429 34.52 463.52 5 LOWER (** CALCULATED FA) 234.23 34.52 268.75 307.00 6 LOWER (*** CALCULATED FA) 234.23 34.52 268.75 7 GROUND 470 34.52 504.52 8 GROUND 286 34.52 320.52 2996.46 0 276.12 3,272.58 0.00 543.00 GROSS TOTAL 3. GROSS UNIT + NON UNIT TOTAL PER UNIT (07/29/19) ** CALCULATED FA: 395 Sq.Ft. X 59.3% = 234.23 Sq.Ft. *** CALCULATED FA: 395 Sq.Ft. X 59.3% = 234.23 Sq.Ft. FAR TOTAL Sq. Ft.3815.58 1. EXISTING UNITS (09/11/19) Unit No. Level RESIDENTIAL Sq. Ft. COMMERCIAL Sq. Ft. 1 SECOND 485 2 SECOND 367 3 GROUND 491 4 GROUND 429 5 LOWER 395 6 LOWER 395 7 GROUND 470 8 GROUND 286 GROSS TOTAL 3318 0 TOTAL 3318 PERCENTAGE 100.00%0.00% SCALE: 3/16" = 1'-0"4 EXISTING SECOND LEVEL FAR SCALE: 3/16" = 1'-0"5 EXISTING GROUND LEVEL FAR SCALE: 3/16" = 1'-0"6 EXISTING LOWER LEVEL FAR SCALE: 1:1.012 SCALE: 1' = 1'-0"3 SCALE: 1:1.171 FAR AREA - PL AN KEY RESIDENTIAL COMMERCIAL COMMON AREA DECK AREA FLOOR AREA SUMMARY NET LOT AREA (ON SURVEY): 6,000 SQ. FT. ALLOWED FAR 1.25:1 7,500 SQ. FT. ALLOWABLE FAR: 26.710.180.D.11.a.: Floor Area Ratio (FAR): Affordable Housing: No limitation other than cumulative total of all uses. DECK AREA EXEMPTION: 7,500*.15 = 1,125 543<1,125= EXEMPT TOTAL CALCULATED EXISTING FLOOR AREA: 3,272.58 Inclusive of exempt deck area 09/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 COMMENTS 2 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS A N D P L A N S I N D I C AT E D BY T H E S E DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM R AY M O N D A R C HIT E C T S, IN C . A N D SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER W I T H O U T W R I T T E N P E R M I S S I O N . W R I T T EN D I M E NS I ON S S HA L L TAK E P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A .1.08 8/28/19 PROPOSED FAR CALCUL ATIONS DATE KIM RAYMOND ARCHITECTS, INC. | 300 E. HYMAN AVENUE, SUITE 100 | | www.kimraymondarchitects.com | | 970-925-2252 | KING LOUISE HOUSING 210 WEST MAIN STREET ASPEN, CO 81611 11/22/18 03/05/19 07/01/19 08/28/19 16'-2 7/8" 7'-3 3/4" 1 2 3 4 56789101112131415161718 121 sq ft 313 sq ft 118 sq ft 102 sq ft 662 sq ft 101 sq ft 114 sq ft 82 sq ft 132 sq ft 125 sq ft 115 sq ft 292 sq ft MECHANICAL ST-101 ST-201ST-202 ST-203 ST-301 ST-302 ST-102 ST-103 COMMON STORAGE 1.NORTH 2.EAST 4.WEST 3.SOUTH 12345678910111213141516 881 sq ft 473 sq ft 799 sq ft 39 sq ft46 sq ft 50 sq ft 83 sq ft 84 sq ft 124 sq ft 174 sq ft 153 sq ft 153 sq ft 153 sq ft 153 sq ft 153 sq ft 153 sq ft 666 sq ft 42 SQ FT (STAIRS, EXEMPT) UNIT 102 UNIT 103 (TYPE B UNIT) UNIT 101 (TYPE B UNIT) ST-101 ST-103 GARBAGE 12345678910111213141516 253 sq ft (EXEMPT PER: 26.575.020.D.4.a): …Floor Area calculation shall not include deck, balconies, trellis, exterior stairways, … , unless the area …is greater than fifteen percent (15%) of the allowable floor area for the property. 884 sq ft 798 sq ft 442 sq ft 46 sq ft 36 sq ft 37 sq ft 884 sq ft UNIT 203 UNIT 102 UNIT 201 UNIT 202 (EXEMPT PER: 26.575.020.D.4.a): …Floor Area calculation shall not include deck, balconies, trellis, exterior stairways, … , unless the area …is greater than fifteen percent (15%) of the allowable floor area for the property. 884 sq ft 45 sq ft 36 sq ft 95 sq ft 884 sq ft UNIT 301 UNIT 302 Unit No. Level RESIDENTIAL Sq. Ft. RESIDENTIAL STORAGE Sq. Ft. (ACTUAL) PERCENTAGE OF EXPOSED WALL RESIDENTIAL Sq. Ft. (CALCULATED) ST-101 LOWER 82 8.2 ST-102 LOWER 115 11.5 ST-103 LOWER 101 10.1 ST-201 LOWER 125 12.5 ST-202 LOWER 118 11.8 ST-203 LOWER 102 10.2 ST-301 LOWER 121 12.1 ST-302 LOWER 114 11.4 ST-101 GROUND 83 ST-103 GROUND 84 101 GROUND 881 102 GROUND 473 SECOND 442 103 GROUND 799 201 SECOND 884 202 SECOND 884 203 SECOND 798 301 THIRD 884 302 THIRD 884 6929 1045GROSS TOTAL TOTAL 1. PROPOSED UNITS (07/29/19) 7974 10.00% Unit No. Level UNIT Sq. Ft. LOWER LEVEL STORAGE (CALCULATED) GROUND LEVEL STORAGE RESIDENTIAL Sq. Ft. (CALCULATED) 101 GROUND 881 8.2 83 972.2 102 GROUND+SECOND 915 11.5 926.5 103 GROUND 799 10.1 84 893.1 201 SECOND 884 12.5 896.5 202 SECOND 884 11.8 895.8 203 SECOND 798 10.2 808.2 301 THIRD 884 12.1 896.1 302 THIRD 884 11.4 895.4 7183.8 2. PROPOSED CALCULATED UNITS (07/29/19) 100.00% TOTAL PERCENTAGE Unit No. Level COMMON AREA (NON UNIT SPACE) Sq. Ft. PERCENTAGE OF EXPOSED WALL COMMON AREA- NON UNIT (CALCULATED) Sq. ft. LOWER 313 31.3 292 29.2 662 66.2 GROUND 124 124 250.7 31.34 3. NON UNIT CALCULATION (07/29/19) 10.00% TOTAL PER RESIDENTIAL UNIT (248.7 Sq.Ft./ 8) STAIRS DECK LOWER 132 101 GROUND 972.2 31.34 1003.5375 102 GROUND+ SECOND 926.5 31.34 957.8375 103 GROUND 893.1 31.34 924.4375 201 SECOND 896.5 31.34 927.8375 36 202 SECOND 895.8 31.34 927.1375 46 203 SECOND 808.2 31.34 839.5375 37 SECOND 45 208 301 THIRD 896.1 31.34 927.4375 36 302 THIRD 895.4 31.34 926.7375 45 THIRD 45 50 7434.5 90 (EXEMPT)590 (EXEMPT) 7434.5 4. GROSS UNIT + NON UNIT TOTAL PER UNIT (08/13/19) FAR TOTAL Sq. Ft. GROSS TOTAL RESIDENTIAL Sq. Ft. (CALCULATED) COMMON AREA (NON UNIT SPACE) Sq. Ft. TOTAL PER UNIT (RESIDENTIAL) (15% OF 7,500 Sq.Ft.= 1125 EXEMPT) Unit No. Level SCALE: 1/8" = 1'-0"1 PROPOSED LOWER LEVEL FAR SCALE: 1/8" = 1'-0"2 PROPOSED GROUND LEVEL FAR SCALE: 1/8" = 1'-0"3 PROPOSED SECOND LEVEL FAR SCALE: 1/8" = 1'-0"4 PROPOSED THIRD LEVEL FAR FLOOR AREA SUMMARY NET LOT AREA (ON SURVEY): 6,000 SQ. FT. ALLOWED FAR 1.25:1 7,500 SQ. FT. ALLOWABLE FAR: 26.710.180.D.11.a.: Floor Area Ratio (FAR): Affordable Housing: No limitation other than cumulative total of all uses. FAR AREA - PL AN KEY RESIDENTIAL COMMERCIAL COMMON AREA DECK AREA PATIO AREA (LESS THAN 3" ABOVE FINISHED GRADE) 09/02/2019 09/20/2019 45 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 COMMENTS 2 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS A N D P L A N S I N D I C AT E D BY T H E S E DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM R AY M O N D A R C HIT E C T S, IN C . A N D SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER W I T H O U T W R I T T E N P E R M I S S I O N . W R I T T EN D I M E NS I ON S S HA L L TAK E P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A .1.05 8/28/19 EXISTING FAR ELEVATIONS DATE KIM RAYMOND ARCHITECTS, INC. | 300 E. HYMAN AVENUE, SUITE 100 | | www.kimraymondarchitects.com | | 970-925-2252 | KING LOUISE HOUSING 210 WEST MAIN STREET ASPEN, CO 81611 11/22/18 03/05/19 07/01/19 08/28/19 EXISTING GRADE EXISTING LOWER LEVEL EXISTING MAIN LEVEL EXISTING SECOND LEVEL 390 sq ft PROPERTY LINE PROPERTY LINE 226 sq ftEXISTING GRADE EXISTING LOWER LEVEL EXISTING MAIN LEVEL EXISTING SECOND LEVEL PROPERTY LINE PROPERTY LINE 226 sq ft EXISTING LOWER LEVEL EXISTING MAIN LEVEL EXISTING SECOND LEVEL EXISTING GRADE PROPERTY LINE PROPERTY LINE 390 sq ft EXISTING LOWER LEVEL EXISTING MAIN LEVEL EXISTING SECOND LEVEL EXISTING GRADE PROPERTY LINE PROPERTY LINE 390 sq ft 390 sq ft (exposed) 226 sq ft 226 sq ft 160 sq ft (exposed) 91 sq ft (exposed) 90 sq ft (exposed) WALL 1 (NORTH ELEVATION) WALL 3 (SOUTH ELEVATION) WALL 2 (EAST ELEVATION) WALL 4 (WEST ELEVATION) Floor Area Calculations - Lower Level 210 W. Main Street - EXISTING 7/29/19 Subgrade Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) 1 390 160 2 226 90 3 390 390 4 226 91 Overall Total Wall Area (Sq Ft)1232 Exposed Wall Area (Sq Ft)731 % of Exposed Wall (Exposed/Total)59.3% Existing Lower Level Exposed Wall Calculations SCALE: 3/16" = 1'-0"3 EXISTING SOUTH ELEVATION SCALE: 3/16" = 1'-0"4 EXISTING WEST ELEVATION SCALE: 3/16" = 1'-0"2 EXISTING EAST ELEVATION SCALE: 3/16" = 1'-0"1 EXISTING NORTH ELEVATION SCALE: 3/16" = 1'-0" EXPOSED WALL DIAGRAM EXISTING-LOWER LEVEL WALLS * USING EXISTING GRADE 09/02/2019 09/17/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 COMMENTS 2 KING LOUISE HOUSING 210 WEST MAIN STREET ASPEN, CO 81611 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS A N D P L A N S I N D I C AT E D BY T H E S E DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM R AY M O N D A R C HIT E C T S, IN C . A N D SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER W I T H O U T W R I T T E N P E R M I S S I O N . W R I T T EN D I M E NS I ON S S HA L L TAK E P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A .1.07 8/28/19 PROPOSED FAR ELEVATION DATE 11/22/18 KIM RAYMOND ARCHITECTS, INC. | 300 E. HYMAN AVENUE, SUITE 100 | | www.kimraymondarchitects.com | | 970-925-2252 | 03/05/19 07/01/19 08/28/19 FABCD GE 9'-0 1/8" 446 sq ft EXISTING GRADE PROPOSED GRADE T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" T.O. BASEMENT SLAB 89'-8" TOP PLY @ FLAT ROOF 118'-6 1/2" T.O. F.F. @ SECOND LEVEL 109'-4" TOP PLY @ FLAT ROOF 127'-10 1/2" PROPERTY LINE PROPERTY LINE 64 sq ft (exposed) 7'-1 3/8"9'-1/8"446 sq ft EXISTING GRADE PROPOSED GRADE F ADCBGE T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" T.O. BASEMENT SLAB 89'-8" TOP PLY @ FLAT ROOF 118'-6 1/2" T.O. F.F. @ SECOND LEVEL 109'-4" TOP PLY @ FLAT ROOF 127'-10 1/2" PROPERTY LINE PROPERTY LINE 6 5 3 24 1 9'-0 1/8" BOILER VENT. 16'-2 7/8" 602 sq ft 146 sq ft (exposed) EXISTING GRADE PROPOSED GRADE T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" (7895.30') T.O. F.F. @ SECOND LEVEL 109'-4" T.O. BASEMENT SLAB 89'-8" TOP F.F. @ THIRD LEVEL 118'-8" TOP PLY @ FLAT ROOF 127'-10 1/2" PROPERTY LINE SETBACK LINE SETBACK LINE 2 63514 9'-1/8" EXISTING GRADE 603 sq ft PROPOSED GRADE T.O. F.F. @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. BASEMENT SLAB 89'-8" T.O. PLY @ FLAT ROOF 118'-6 1/2" T.O. PLY @ FLAT ROOF 121'-6 1/2" PROPERTY LINESETBACK LINE SETBACK LINE Floor Area Calculations 210 W. MAIN ST. - PROPOSED 2/28/19 Subgrade Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) 1 446 0 2 602 146 3 446 64 4 602 0 Overall Total Wall Area (Sq Ft)2096 Exposed Wall Area (Sq Ft)210 % of Exposed Wall (Exposed/Total)10.0% Proposed Lower Level Exposed Wall Calculations SCALE: 1/8" = 1'-0"1 PROPOSED NORTH ELEVATION FAR SCALE: 1/8" = 1'-0"3 PROPOSED SOUTH ELEVATION FAR SCALE: 1/8" = 1'-0"2 PROPOSED EAST ELEVATION FAR SCALE: 1/8" = 1'-0"4 PROPOSED WEST ELEVATION FAR SUBGRADE WALLS * BOTH EXISTING AND PROPOSED GRADE ARE ABOVE EXPOSED WALL. 09/02/2019 09/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 COMMENTS 2 KING LOUISE HOUSING 210 WEST MAIN STREET ASPEN, CO 81611 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS A N D P L A N S I N D I C AT E D BY T H E S E DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM R AY M O N D A R C HIT E C T S, IN C . A N D SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER W I T H O U T W R I T T E N P E R M I S S I O N . W R I T T EN D I M E NS I ON S S HA L L TAK E P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A .1.12 8/28/19 EXISTING NET LIVABLE DATE 11/22/18 KIM RAYMOND ARCHITECTS, INC. | 300 E. HYMAN AVENUE, SUITE 100 | | www.kimraymondarchitects.com | | 970-925-2252 | 03/05/19 07/01/19 08/28/19 1 2 3 4 5 6 7 8 9 DOWN UP Custom Text 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 APT. 4 APT. 3 APT. 8 APT. 7 STUDIO MECH 435 sq ft 455 sq ft 260 sq ft 391 sq ft APT. 2 APT. 1 449 sq ft 334 sq ft 1 2 3 4 5 6 APT. 6 APT. 5 BOILER/MECH LAUNDRY 366 sq ft 362 sq ft SCALE: 1/8" = 1'-0"2 EXISTING GROUND LEVEL NET LIVABLE SCALE: 1/8" = 1'-0"3 EXISTING SECOND LEVEL NET LIVABLE SCALE: 1/8" = 1'-0"1 EXISTING LOWER LEVEL NET LIVABLE 4 DeedRestriction.Release.EDU.210WMain.657779.2019.0807 NET LIVABLE (EXISTING) UNIT 1 449.0 SQ. FT. UNIT 2 334.0 SQ. FT. UNIT 3 455.0 SQ. FT. UNIT 4 391.0 SQ. FT. UNIT 5 366.0 SQ. FT. UNIT 6 362.0 SQ. FT. UNIT 7 435.0 SQ. FT. UNIT 8 260.0 SQ. FT. TOTAL 3,052 SQ. FT. 09/02/2019 09/17/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 COMMENTS 2 KING LOUISE HOUSING 210 WEST MAIN STREET ASPEN, CO 81611 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS A N D P L A N S I N D I C AT E D BY T H E S E DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM R AY M O N D A R C HIT E C T S, IN C . A N D SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER W I T H O U T W R I T T E N P E R M I S S I O N . W R I T T EN D I M E NS I ON S S HA L L TAK E P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A .1.13 9/20/19 PROPOSED NET LIVABLE DATE 11/22/18 KIM RAYMOND ARCHITECTS, INC. | 300 E. HYMAN AVENUE, SUITE 100 | | www.kimraymondarchitects.com | | 970-925-2252 | 03/05/19 07/01/19 09/16/19 12345678910111213141516 75 sq ft 112 sq ft 443 sq ft 758.8 835 sq ft 73 sq ft UNIT 102 UNIT 103 (TYPE B UNIT) UNIT 101 (TYPE B UNIT) ST-101 ST-103 GARBAGE (SPRINKLED) 12345678910111213141516 758.2 413 sq ft 845.6 846.5 UNIT 203 UNIT 102 UNIT 201 UNIT 202 845.4 845.9 UNIT 301 UNIT 302 1 2 3 4 56789101112131415161718 102 sq ft 100 sq ft 101 sq ft 91 sq ft 98 sq ft 89 sq ft 72 sq ft 101 sq ft MECHANICAL ST-101 ST-201ST-202 ST-203 ST-301 ST-302 ST-102 ST-103 COMMON STORAGE SCALE: 1/8" = 1'-0"1 PROPOSED GROUND LEVEL NET LIVABLE SCALE: 1/8" = 1'-0"2 PROPOSED SECOND LEVEL NET LIVABLE SCALE: 1/8" = 1'-0"3 PROPOSED THIRD LEVEL NET LIVABLE SCALE: 1/8" = 1'-0"1 PROPOSED LOWER LEVEL NET LIVABLE NET LIVABLE (APPROVED) UNIT 101 835.0 SQ. FT. UNIT 102 846.0 SQ. FT. UNIT 103 758.8 SQ. FT. UNIT 201 846.5 SQ. FT. UNIT 202 845.6 SQ. FT. UNIT 203 758.2 SQ. FT. UNIT 301 845.9 SQ. FT. UNIT 302 845.4 SQ. FT. TOTAL 6,581.4 SQ. FT. STORAGE UNITS ST-101 73.0 SQ. FT. ST-102 87.0 SQ. FT. ST-103 75.0 SQ. FT. ST-201 94.0 SQ. FT. ST-202 95.0 SQ. FT. ST-203 91.0 SQ. FT. ST-301 102.0 SQ. FT. ST-302 100.0 SQ. FT. ST-ADD1 89.00 SQ. FT. ST-ADD2 101.0 SQ. FT. TOTAL 907.0 SQ. FT. 856.0 SQ. FT UNIT 102: 443+413=85609/20/2019 6,591.4 SQ FT Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.09 7/25/19 HEIGHT OVER TOPOGRAPH Y DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 9' - 8 7 / 8 " 19 ' - 3 5 / 8 " 19 ' - 4 1 / 4 " 22 ' - 4 3 / 8 " 22 ' - 7 1 / 8 " 7894.71 7894.81 7895.30 7894.90 7895.07 7895.24 7895.20 7895.20 EXISTING GRADE PROPOSED GRADE EXISTING: 7895.07 EXISTING: 7894.99 EXISTING: 7895.2 EXISTING: 7894.83 F ADCBGE 1.2. 3.4. T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" T.O. BASEMENT SLAB 89'-8" T.O. BASEMENT SLAB 89'-8" TOP PLY @ FLAT ROOF 118'-6 1/2" T.O. F.F. @ SECOND LEVEL 109'-4" TOP PLY @ FLAT ROOF 121'-6 1/2" TOP PLY @ FLAT ROOF 118'-6 1/2" TOP PLY @ FLAT ROOF 127'-10 1/2" TOP PLY @ FLAT ROOF 127'-10 1/2" PR O P E R T Y L I N E PR O P E R T Y L I N E FABCD GE 10 ' - 3 1 / 4 " 28 ' - 9 3 / 8 " 28 ' - 6 7 / 8 " 7895.30 7895.247895.267895.24 EXISTING GRADE PROPOSED GRADE EXISTING: 7894.92' EXISTING: 7895.1 7. 8.9. T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" T.O. BASEMENT SLAB 89'-8" T.O. BASEMENT SLAB 89'-8" TOP PLY @ FLAT ROOF 118'-6 1/2" T.O. F.F. @ SECOND LEVEL 109'-4" TOP PLY @ FLAT ROOF 121'-6 1/2" TOP PLY @ FLAT ROOF 127'-10 1/2" TOP PLY @ FLAT ROOF 127'-10 1/2" T.O. F.F. @ THIRD LEVEL 118'-8" PR O P E R T Y L I N E PR O P E R T Y L I N E SCALE: 1/4" = 1'-0"2 SOUTH ELEVATION-HEIGHT OVER TOPOGRAPHY SCALE: 1/4" = 1'-0"1 NORTH ELEVATION-HEIGHT OVER TOPOGRAPHY 07/25/2019 09/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.10 7/25/19 HEIGHT OVER TOPOGRAPH Y DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 2 2 6 6 3 3 5 5 1 1 4 4 9' - 9 3 / 4 " 22 ' - 1 5 / 8 " 28 ' - 5 3 / 8 " 28 ' - 6 7 / 8 " 7895.307894.87 7895.17 7894.79 7894.787895.247895.247895.10 EXISTING GRADE EXISTING: 7895.12 EXISTING: 7895.2 EXISTING: 7895.35 EXISTING: 7895.8 5. 6.7. PROPOSED GRADE T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. BASEMENT SLAB 89'-8" T.O. BASEMENT SLAB 89'-8" TOP F.F. @ THIRD LEVEL 118'-8"T.O. PLY @ FLAT ROOF 118'-6 1/2" TOP PLY @ FLAT ROOF 127'-10 1/2" T.O. PLY @ FLAT ROOF 121'-6 1/2" PR O P E R T Y L I N E PR O P E R T Y L I N E SE T B A C K L I N E SE T B A C K L I N E 6 6 5 5 3 3 2 2 4 4 1 1 10 ' - 2 1 / 4 " 28 ' - 7 1 / 4 " 28 ' - 7 1 / 2 " 19 ' - 5 1 / 4 " BOILER VENT. 7895.20 7895.30 7895.30 7895.30 7895.26 7895.307895.15 EXISTING GRADE EXISTING: 7895.08 EXISTING: 7895.1EXISTING: 7894.93 11.10. 12. PROPOSED GRADE T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" (7895.30') T.O. F.F. @ SECOND LEVEL 109'-4" T.O. BASEMENT SLAB 89'-8" T.O. BASEMENT SLAB 89'-8" TOP F.F. @ THIRD LEVEL 118'-8"T.O. PLY @ FLAT ROOF 118'-6 1/2" TOP PLY @ FLAT ROOF 127'-10 1/2" T.O. PLY @ FLAT ROOF 121'-6 1/2" PR O P E R T Y L I N E PR O P E R T Y L I N E SE T B A C K L I N E SE T B A C K L I N E SCALE: 1/4" = 1'-0"4 WEST ELEVATION-HEIGHT OVER TOPOGRAPHY SCALE: 1/4" = 1'-0"3 EAST ELEVATION-HEIGHT OVER TOPOGRAPHY 07/25/2019 09/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.11 7/25/19 HEIGHT OVER TOPOGRAPH Y-ROOF DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 N 2 A 3 . 1 2 A 3.1 2 A 3 . 1 GR E E N R O O F LA W N LA W N LA W N LA W N LA W N WA L K W A Y PO R C H PO R C H WA L K W A Y WA L K W A Y WA L K W A Y PA R K I N G S P A C E 1 PA R K I N G S P A C E 2 PA R K I N G S P A C E 3 PA R K I N G S P A C E 4 PA R K I N G S P A C E 5 PA R K I N G S P A C E 6 (H A N D I C A P P E D ) BI K E R A C K WA L K W A Y PO R C H SIDEWALK PA T I O UT I L I T I E S F 2 6 A 3 5 BCDGE 4 1 GR E E N R O O F GR E E N R O O F GR E E N R O O F 1.2. 3.4. 5. 6. 7.8. 9. 10 . 11 . 12 . SETBACK LINE SETBACK LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE HEIGHT OVER TOPOGRAPHY 210 W. MAIN STREET 6/25/19 Elevation Label Elevation Reference Elevation of Existing Grade Elevation of Proposed Grade Most Restrictive Roof Height over Topography Actual Roof Height over Most Restrictive Surveyor Review Date: 1 SOUTH 7895.07 7895.20 E 7914.30 19'-3 5/8" 2 SOUTH 7894.99 7895.05 E 7914.30 19'-4 1/4" 3 SOUTH 7895.20 7894.98 P 7917.30 22'-4 3/8" 4 SOUTH 7894.83 7894.79 P 7817.30 22'-7 1/8" 5 WEST 7895.8 7895.20 P 7817.30 22'-1 5/8" 6 WEST 7895.35 7895.22 P 7923.70 28'-5 3/8" 7 WEST 7895.12 7895.15 E 7923.69 28'-6 7/8" 8 NORTH 7894.92 7895.25 E 7923.73 28'-9 3/8" 9 NORTH 7895.1 7895.25 E 7923.67 28'-6 7/8" 10 EAST 7895.1 7895.30 E 7823.70 28'-7 1/4" 11 EAST 7895.08 7895.30 E 7823.70 28'-7 1/2" 12 EAST 7894.93 7895.30 E 7914.30 19'-5 1/4 SCALE: 3/16" = 1'-0" ROOF PLAN - HEIGHT OVER TOPOGRAPHY 07/25/2019 09/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.02 7/25/19 SITE COVERAGE DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 6,000 sq ft LOT AREA: BUILDING FOOTPRINT: 1,775 sq ft COVERAGE: 29.58 % 789 sq ft 986 sq ft 6,000 sq ft 2,852 sq ft N LOT AREA: BUILDING FOOTPRINT: COVERAGE: 29.58 % COVERAGE: 47.53 % F 2 6 A 3 5 B C D G E 41 SCALE: 1/8" = 1'-0"1 EXISTING SITE COVERAGE SCALE: 1/8" = 1'-0"1 PROPOSED SITE COVERAGE 07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.03 7/25/19 EXISTING SITE PLAN DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 1 2 3 4 5 6 7 8 9 DOWN UP Cu s t o m T e x t 1 2 3 4 5 6 7 8 9DOWN UP Cu s t o m T e x t EXISTING TREE BEDROOM BATH KITCHEN LIVING BEDROOM BATH KITCHEN LIVING CLOSET KITCHEN BATH KITCHENBATH CONCRETE PAD GRAVEL PARKING MA I N S T R E E T AL L E Y SE T B A C K L I N E SE T B A C K L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 SCALE: 3/16" = 1'-0"1 EXISTING SITE PLAN 07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.04 7/25/19 PROPOSED SITE PLAN DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 12345678910111213141516 N MAIL BOX 18"D X 30 1/2"W X62"H BRONZE ELECTRIC CAR OUTLET NEW TREE EXISTING TREE 1 HR FIRE WALL 1H EXTERIOR WALL ASSEMBLY CONTROL JOINT CONTROL JOINT CONTROL JOINT CONTROL JOINT 1H FIRE WALL ASSEMBLY CEILING TO BE FIRE RATED ON EXIT HALLWAY AND CANTILEVERED ROOF SI D E W A L K LAUNDRY LAWN LAWN LAWN LAWN LAWN WALKWAY PORCH PORCH PORCH WALKWAY WALKWAY WALKWAY UNIT STORAGE UNIT STORAGE TRASH PARKING SPACE 1 PARKING SPACE 2 PARKING SPACE 3 PARKING SPACE 4 PARKING SPACE 5 PARKING SPACE 6 (HANDICAPPED) BIKE RACK WALKWAY PORCH SI D E W A L K MA I N S T R E E T AL L E Y UP PATIO UTILITIES POWDER * NOTE: CLOSET DOOR TO HAVE 31 3/4" DOOR CLEARANCE * NOTE: CLOSET DOOR TO HAVE 31 3/4" DOOR CLEARANCE UPDN F F 2 2 6 6 A A 3 3 5 5 B B C C D D G G E E 4 4 1 1 SE T B A C K L I N E SE T B A C K L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 SCALE: 3/16" = 1'-0"1 PROPOSED SITE PLAN NOTE: - NO SNOWMELTED AREAS 07/25/2019 3' - 1 0 " 8'-8" 8'-10"3' - 1 1 " 3' - 1 0 " 5'-0" 5' - 2 " 09/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.14 7/25/19 PROPOSED FIRE AREA CALCULATIONS DATE KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 11/22/18 03/05/19 07/01/19 758 sq ft 443 sq ft 100 sq ft 12345678910111213141516 11 ' - 5 " 11 ' - 7 3 / 4 " 9' - 6 1 / 4 " 22 sq ft 23 sq ft 1,122 sq ft 637 sq ft 211 sq ft 38 sq ft 12345678910111213141516 758 sq ft 466 sq ft 8' - 7 3 / 4 " 11 ' - 6 1 / 8 " 8' - 7 3 / 4 " 1,709 sq ft 46 sq ft 118 sq ft 225 sq ft36 sq ft 8' - 8 1 / 4 " 8' - 8 1 / 4 " 269 sq ft 1,709 sq ft 2,127 sq ft 1 2 3 4 56789101112131415161718 SCALE: 1/8" = 1'-0"2 PROPOSED GROUND LEVEL-FIRE AREA SCALE: 1/8" = 1'-0"3 PROPOSED SECOND LEVEL-FIRE AREA SCALE: 1/8" = 1'-0"4 PROPOSED THIRD LEVEL-FIRE AREA SCALE: 1/8" = 1'-0"1 PROPOSED LOWER LEVEL - FIRE AREA FIRE AREA - LOWER LEVEL: 2,127.0 SQ. FT. - GROUND LEVEL: 2,323+1,031 3,354.0 SQ. FT. - SECOND LEVEL: 2,931+420 3,358.0 SQ. FT. - THIRD LEVEL: 1,707 + 269 1,978.0 SQ. FT. TOTAL 10,817.0 SQ. FT. *NOTE: AREA GREATER THATN 5,000 SQ FT REQUIRES FIRE SPRINKLERS. FIRE SPRINKLERS WILL BE INSTALLED THROUGHOUT.07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.14A 7/25/19 PROPOSED FIRE AREA CALCULATIO NS DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 2 63514 277 sq ft WALL 2A 10.67 sf 73 sq ft WALL 2A 268 sq ft WALL 3A 10.67 sf 10.67 sf 10.67 sf 230 sq ft WALL 1A 25 sq ft25 sq ft 322 sq ft WALL 1A 416 sq ft WALL 2A 33 sq ft WALL 1A 42 sq ft WALL 2A 70 sq ft WALL 3B10.67 sf 10.67 sf 10.67 sf 10.67 sf 10.67 sf 10.67 sf 10.67 sf10.67 sf 10.67 sf10.67 sf 10.67 sf 10.67 sf 10.67 sf 10.67 sf10.67 sf 10.67 sf10.67 sf 10.67 sf 10.67 sf 10.67 sf 10.67 sf 10.67 sf 10.67 sf 10.67 sf T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" TOP F.F. @ THIRD LEVEL 118'-8"T.O. PLY @ FLAT ROOF 118'-6 1/2" TOP PLY @ FLAT ROOF 127'-10 1/2" T.O. PLY @ FLAT ROOF 121'-6 1/2" 6 5 3 24 1 205 sq ft WALL 2B 179 sq ft WALL 1B 20 sq ft 20 sq ft 20 sq ft 20 sq ft 268 sq ft WALL 3B10.67 sf 277 sq ft WALL 2B 43 sq ft WALL 1C 187 sq ft WALL 1B10.67 sf 73 sq ft WALL 2B 70 sq ft WALL 3B 33 sq ft WALL 1B 10.67 sf 10.67 sf 10.67 sf 10.67 sf 10.67 sf 10.67 sf 10.67 sf 10.67 sf 10.67 sf 10.67 sf 10.67 sf10.67 sf10.67 sf 10.67 sf10.67 sf 10.67 sf T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" (7895.30') T.O. F.F. @ SECOND LEVEL 109'-4" TOP F.F. @ THIRD LEVEL 118'-8"T.O. PLY @ FLAT ROOF 118'-6 1/2" TOP PLY @ FLAT ROOF 127'-10 1/2" T.O. PLY @ FLAT ROOF 121'-6 1/2" 6/14/19 5'-LESS THAN 10' (SQ FT) 10'-LESS THAN 15' (SQ FT) 25% (UNPROTECTED, SPRINKLED) 45% (UNPROTECTED, SPRINKLED) 1A (230+322)552 138.00 114.02 1A (33)33 14.85 10.67 2A (277+73+416)766 191.50 138.71 2A (42)42 18.90 10.67 THIRD 3A (268+70)338 84.50 74.69 1B (179+43+187)409 102.25 72.01 1B (33)33 14.85 10.67 SECOND 2B (205+73+277)555 138.75 114.69 THIRD 3B (70+268)338 84.5 74.69 EA S T E L E V A T I O N GROUND LEVEL WALL ID SQ. FT. @ FIRE SEPARANTION DISTANCE ALLOWABLE AREA PROPOSED EXTERIOR WALL OPENING WE S T E L E V A T I O N ( A ) GROUND SECOND SCALE: 3/16" = 1'-0"1 PROPOSED WEST ELEVATION-FIRE AREA SCALE: 3/16" = 1'-0"2 PROPOSED EAST ELEVATION-FIRE AREA 5' TO LESS THAN 10' OPENING 10' TO LESS THAN 15' FIRE SEPARATION DISTANCE KEY (2015 IBC: 705.7) 07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.17 7/25/19 DEMO PLANS DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 1 2 3 4 5 6 7 8 9 DOWN UP Cu s t o m T e x t 1 2 3 4 5 6 7 8 9DOWN UP Cu s t o m T e x t N 6'-4"14'-9 1/8" 21'-1 1/8" 25 ' - 1 1 1 / 4 " 5' - 5 1 / 4 " 2' - 7 7 / 8 " 11 ' - 8 3 / 8 " 20 ' - 6 " 8 1 / 4 " 19 ' - 1 1 / 4 " 7'-4 1/8"16'-4 1/4" 23'-8 3/8" 20 ' - 5 1 / 8 " 9" 19 ' - 1 0 3 / 8 " 9' - 8 5 / 8 " 3' - 4 " BEDROOM BATH KITCHEN LIVING APT. 4 BEDROOM BATH KITCHEN LIVING APT. 3 CLOSET APT. 8 APT. 7 KITCHEN BATH KITCHEN STUDIO BATH CONCRETE PAD GRAVEL PARKING COMMERCIAL UNIT 30"X48" 30"X48" 1,130 sq ft 776 sq ft SE T B A C K L I N E SE T B A C K L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 DOWN UPN DW DW 23'-8 1/2" 20 ' - 2 1 / 4 " 1' - 0 " 19 ' - 1 0 1 / 2 " 20 ' - 2 1 / 4 " 3 1 / 2 " 6' - 1 " 10 ' - 5 1 / 2 " 3 1 / 2 " 3' - 3 3 / 4 " 5 1 / 2 " 3'-8 1/2"3'-3" APT. 2 APT. 1 1,055 sq ft SE T B A C K L I N E SE T B A C K L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 1 2 3 4 5 6 DO W N UP Custom Text N 23'-8 3/8" 17 ' - 0 7 / 8 " 6' - 1 0 7 / 8 " 17 ' - 0 7 / 8 " BATH APT. 6 DRESS LIVING/SLEEP KITCHEN BATH APT. 5 DRESS LIVING/SLEEP KITCHEN BOILER/MECH LAUNDRY UP 972 sq ft 307 sq ft SE T B A C K L I N E SETBACK LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) 851 sq ft N 1,174 sq ft SE T B A C K L I N E SE T B A C K L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 SCALE: 1/8" = 1'-0"1 GROUND LEVEL-DEMO SCALE: 1/8" = 1'-0"3 SECOND LEVEL-DEMO SCALE: 1/8" = 1'-0"1 LOWER LEVEL-DEMO SCALE: 1/8" = 1'-0"4 ROOF PLAN-DEMO 07/25/201909/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.14B 7/25/19 FIRE RATED ASSEMBLIES PLAN DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 W/D RG F DW W/ DRG F DW DW DW 10 ' - 0 " 10 ' - 0 " UNIT 301 UNIT 302 10' LINE FROM STAIR 10' LINE FROM STAIR 1 5 6 12345678910111213141516 W/D RG F W/D RG F DW RG F DW W/ D W/ D DW DW DW 10 ' - 0 " 10 ' - 0 " 10' LINE FROM STAIR 1 5 6 UNIT 203 UNIT 102 UNIT 201 UNIT 202 1 5 6 1 2 3 4 56789101112131415161718 UNIT 102UNIT 101 UNIT 102UNIT 202 UNIT 302 STORAGE GARBAGE STORAGE UNIT 201 UNIT 301 UNIT 202 UNIT 302 UNIT 101 MECHANICAL ROOM UNIT 203UNIT 102 UNIT 103UNIT 102 12345678910111213141516 RG F F D F W W D DW DW DW RG 10 ' - 0 " 10 ' - 0 " 10'-0" 10' LINE FROM STAIR 1 5 6 RG UNIT 102 UNIT 103 (TYPE B UNIT) UNIT 101 (TYPE B UNIT) ST-101 ST-103 GARBAGE SCALE: 3/32" = 1'-0"3 THIRD LEVEL-FIRE RATED ASSEMBLIES SCALE: 3/32" = 1'-0"2 SECOND LEVEL-FIRE RATED ASSEMBLIES SCALE: 3/32" = 1'-0"0 LOWER LEVEL-FIRE RATED ASSEMBLIES SCALE: 3/32" = 1'-0"4 SECTION 2-FIRE ASSEMBLY SCALE: 3/32" = 1'-0"5 SECTION 6-FIRE ASSEMBLY SCALE: 3/32" = 1'-0"6 SECTION 7-FIRE ASSEMBLY SCALE: 3/32" = 1'-0"1 GROUND LEVEL-FIRE RATED ASSEMBLIES 2HR FIRE PARTY WALL 1HR FIRE WALL (INTERIOR) 1HR FIRE WALL (EXTERIOR) NOTES: - FIRE RATED DWELLING SEPARATIONS (PLANS AND SECTIONS) PER 2015 IBC 420. - EXTERIOR WALL LESS THAN 10' FROM THE INTERIOR TO PROPERTY LINES MUST BE 1 HOUR FIRE RATED FROM BOTH SIDES (2015 IBC TABEL 602 AND SECTION 705.5) - DWELLING SEPARATION DETAILS REFERENCE SHEETS A.6.10, A.6.11 AND A.6.12. - DOORS IN 1 HR WALL TO BE 1HR RATED. - BASE LAYER OF 5/8" DENSGLASS NEEDED @ AREA OF 1 HR RATING. 1HR FIRE FLOOR-CEILING 07/25/2019 Provide wall sections through the 1 hour fire barriers required by the exterior exit enclosure. Fire barriers require the 1 hour fire rated wall assembly to be continuous to the underside of the floor sheathing above. This means the wall framing and the membrane on either side must be continuous to the underside of the floor sheathing above without interruption or penetration by the floor or roof joists above. 2015 IBC 707.5 You might consider using an APA fire rated rim board detail per APA publication D350: https://www.apawood.org/publication-search?q=d350 &tid=1 City policy will not allow the use of the ceiling to contribute to the rating. These walls are dwelling separations so they require an STC rating of 50 or greater. 2015 IBC 2017. This is not a fire party wall. It is a fire rated dwelling separation wall. Relabel. Also, it is only required to be 1 hour rated. 2015 IBC 708. Not a fire wall. These are fire rated exterior walls. Relabel. Fire rated wall, not fire wall. At some locations noted on the plans, these are dwelling separations. Relabel. These floor ceilings are dwelling separations requiring both STC and IIC ratings of 50 or greater. 2015 IBC 1207. Provide a listed assembly and a different color for the portion of roof above the exit passageway. Should be 1 hour fire rated. 2015 IBC 1024 These walls and doors must also be protected as they open into the exterior exit stair. The basement portion of the stair will not count as an exit as it does not have sufficient openness but the walls and doors still need protection to protect the exterior exit stair above. Walls must be 1 hr fire barriers extending to underside of floor sheathing/slab above. 2015 IBC 707.5. Provide wall sections at the other wall to demonstrate compliance. Note that the garbage room must be sprinklered and smoke sealed per 2015 IBC 509. Note that the mechanical room must be sprinklered and smoke sealed per 2015 IBC 509. Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.15 7/25/19 EGRESS PLAN DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 W/D RG F DW W/ DRG F DW DW DW 2 A.1.15 3 A. 1 . 1 5 1 A. 1 . 1 5 6' - 8 3 / 4 " 10'-8 3/4"3' - 9 " 20'-9 1/4" 6' - 8 " 5'-1"8' - 0 3 / 4 " 2'-0" 2'-0" 2' - 0 " 5'-1"3'-0"3'-0" 5'-1"3'-0"3'-0" 2' - 5 " 2' - 5 " 2' - 6 1 / 2 " 4'- 4 1 / 2 " 2' - 5 " 2' - 5 " 3 1 / 2 " 3' - 3 " 3 1 / 2 " 17 ' - 7 " 3 1 / 2 " 2' - 6 1 / 2 " 9 1 / 4 " 3' - 8 3 / 4 " 3 1 / 2 " 5' - 7 1 / 2 " 3 1 / 2 " 2'-4 1/4"2'-11 1/2"2'-2 1/4"1'-10"8'-4"1'-10" 1'-10"8'-4"1'-10" 5'- 5 " 5'- 5 " 5' - 0 " 5' - 0 " 2'-4 1/4"2'-11 1/2"2'-2 1/4"2'-10 1/2" F 2 6 A 3 5 B C D G E 41 UNIT 301 UNIT 302 12345678910111213141516 W/D RG F W/D RG F DW RG F DW W/ D W/ D DW DW DW 2 A.1.15 3 A. 1 . 1 5 1 A. 1 . 1 5 2'-0" 3' - 7 1 / 2 " 17'-9"3' - 7 1 / 2 " 2'-0" 16' - 3 1 / 2 " FR O M T H I R D L E V E L F 2 6 A 3 5 B C D G E 41 UNIT 203 UNIT 102 UNIT 201 UNIT 202 12345678910111213141516 N RG F F D F W W D DW DW DW RG 2'-0" 3' - 1 1 / 2 " 1'-9 3/4" 16' - 3 1 / 2 " (FR O M S E C O N D L E V E L ) 2 A.1.15 3 A. 1 . 1 5 1 A. 1 . 1 5 F 2 6 A 3 5 B C D G E 41 RG UNIT 102 UNIT 103 (TYPE B UNIT) UNIT 101 (TYPE B UNIT) ST-101 ST-103 GARBAGE 10'-0"16'-10 1/4" (1 HR. WALLS + 45 MIN DOORS AND WINDOWS) (1 HR. WALLS +60 MIN DOORS AND WINDOWS) UNIT 202 UNIT 302 10'-0"3'-6"10'-0" (1 HR. WALLS + 45 MIN DOORS AND WINDOWS) (1 HR. WALLS +60 MIN DOORS AND WINDOWS) (1 HR. WALLS + 45 MIN DOORS AND WINDOWS) 10'-0"3'-6"10'-0" (1 HR. WALLS + 45 MIN DOORS AND WINDOWS) (1 HR. WALLS +60 MIN DOORS AND WINDOWS) (1 HR. WALLS + 45 MIN DOORS AND WINDOWS) UNIT 103 UNIT 203 SCALE: 3/32" = 1'-0"3 EGRESS PLAN - THIRD LEVEL SCALE: 3/32" = 1'-0"2 EGRESS PLAN - SECOND LEVEL SCALE: 3/32" = 1'-0"1 EGRESS PLAN - GROUND LEVEL SCALE: 1/8" = 1'-0"ST2 STAIR ELEVATION 2 SCALE: 1/8" = 1'-0"ST3 STAIR ELEVATION 3 SCALE: 1/8" = 1'-0"ST1 STAIR ELEVATION 1 DISTANCE FROM FARTHEST UNIT (301) THIRD LEVEL: 63' - 9 1/2" STAIR (FROM THIRD TO SECOND) 16' - 3 1/2" SECOND LEVEL: 29' - 0" STAIR (FROM SECOND TO GROUND) 16' - 3 1/2" GROUND LEVEL: 6' - 11 1/4" TOTAL 137' - 3 3/4" NOTE: - DISTANCE FROM FARTHEST LOCATION TO EGRESS IS GREATER THANK 125'-0". - PER IBC COMMENTARY SECTION 1027, WE ARE MAKING SURROUNDING WALLS AND DOORS TO BE 1HR RATED. SEE STAIR ELEVATIONS FOR AREAS. 07/25/2019 Now that the stair has become an exterior exit stair. You should stop the travel distance measurement at the top of the stair (at which point an exit has been reached). Provide an egress plan with travel paths from the basement. Exit will be reached at the top of the stairs on the ground level. 64'-7" 29'-0" 7'-2" 16 ' - 3 " 16 ' - 3 " Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.16 7/25/19 PROPOSED RADON MITIGATION PLAN DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 2 A.6.02A 2 A 3 . 1 2 A 3.1 1 2 3 4 56789101112131415161718 F F 2 6 A A 3 5 B B C C D D G G E E 41 VENT FOR RADO MITIGATION SYSTEM. SYSTEM COMPRISED OF A 4" DIA. PERFORATED PIPE LAID PARALLEL IN GRAVEL BENEATH SLAB EVERY 10"/6 MIL VAPOR BARRIER BELOW SLAB AND ABOVE PERFORATED PIPE. JOIN PARALLEL PIPES AND VENT PIPE THROUGH ROOF TO DAYLIGHT. ALLOW FOR FUTURE MECH. VENT. 2 A 3 . 1 SCALE: 1/4" = 1'-0"1 RADON MITIGATION PLAN 07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.2.01 7/25/19 EXISTING LOWER LEVEL PLAN DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 1 2 3 4 5 6 DO W N UP Custom Text N 23'-8 3/8" 17 ' - 0 7 / 8 " 6' - 1 0 7 / 8 " 17 ' - 0 7 / 8 " BATH APT. 6 DRESS LIVING/SLEEP KITCHEN BATH APT. 5 DRESS LIVING/SLEEP KITCHEN BOILER/MECH LAUNDRY UP 2 A 3.1 2 A 3 . 1 2 A 3.1 1 A 5.1 1 A 5.1 2 A 5.1 2 A 5.1 3 A 5.2 3 A 5.2 4 A 5.2 4 A 5.2 SE T B A C K L I N E SETBACK LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 2 A 3 . 1 SCALE: 1/4" = 1'-0"1 EXISTING LOWER LEVEL 07/25/201907/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.2.02 7/25/19 EXISTING MAIN LEVEL PLAN DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 1 2 3 4 5 6 7 8 9 DOWN UP Cu s t o m T e x t 1 2 3 4 5 6 7 8 9DOWN UP Cu s t o m T e x t N 6'-4"14'-9 1/8" 21'-1 1/8" 25 ' - 1 1 1 / 4 " 5' - 5 1 / 4 " 2' - 7 7 / 8 " 11 ' - 8 3 / 8 " 20 ' - 6 " 8 1 / 4 " 19 ' - 1 1 / 4 " 7'-4 1/8"16'-4 1/4" 23'-8 3/8" 20 ' - 5 1 / 8 " 9" 19 ' - 1 0 3 / 8 " 9' - 8 5 / 8 " 3' - 4 " 2 A 3.1 2 A 3 . 1 2 A 3.1 BEDROOM BATH KITCHEN LIVING APT. 4 BEDROOM BATH KITCHEN LIVING APT. 3 CLOSET APT. 8 APT. 7 KITCHEN BATH KITCHEN STUDIO BATH CONCRETE PAD GRAVEL PARKING MA I N S T R E E T COMMERCIAL UNIT 30"X48" 30"X48" 1 A 5.1 1 A 5.1 2 A 5.1 2 A 5.1 3 A 5.2 3 A 5.2 4 A 5.2 4 A 5.2 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 2 A 3 . 1 SE T B A C K L I N E SE T B A C K L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 SCALE: 1/4" = 1'-0"1 EXISTING MAIN LEVEL 07/25/201907/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.2.03 7/25/19 EXISTING SECOND LEVEL PLAN DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 DOWN UPN DW DW 2 A 3.1 2 A 3 . 1 2 A 3.1 23'-8 1/2" 20 ' - 2 1 / 4 " 1' - 0 " 19 ' - 1 0 1 / 2 " 20 ' - 2 1 / 4 " 3 1 / 2 " 6' - 1 " 10 ' - 5 1 / 2 " 3 1 / 2 " 3' - 3 3 / 4 " 5 1 / 2 " 3'-8 1/2"3'-3" APT. 2 APT. 1 1 A 5.1 1 A 5.1 2 A 5.1 2 A 5.1 3 A 5.2 3 A 5.2 4 A 5.2 4 A 5.2 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 2 A 3 . 1 SE T B A C K L I N E SE T B A C K L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 SCALE: 1/4" = 1'-0"1 EXISTING SECOND LEVEL 07/25/201909/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.2.04 7/25/19 EXISTING ROOF PLAN DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 N 2 A 3.1 2 A 3 . 1 2 A 3.1 1 A 5.1 1 A 5.1 2 A 5.1 2 A 5.1 3 A 5.2 3 A 5.2 4 A 5.2 4 A 5.2 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 2 A 3 . 1 SE T B A C K L I N E SE T B A C K L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 SCALE: 1/4" = 1'-0"1 EXISTING ROOF PLAN 07/25/201907/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.2.05 7/25/19 PROPOSED LOWER LEVEL PLAN DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 00 - 0 3 00 - 0 2 00-04 00-05 00-08 00 - 0 6 00 - 0 9 00-11 00-07 00-12 00 - 1 0 00-01 N 2 A.6.02A 80'-11" 80'-11" 12'-9 1/2"24'-2 1/2"21'-8 1/2"22'-2 1/4" 12'-9 1/2"24'-2 1/2"21'-8 1/2"22'-2 1/2" 49 ' - 5 " 20 ' - 7 " 2' - 1 0 " 13 ' - 8 " 5' - 1 0 " 49 ' - 3 " 6' - 4 " 15 ' - 7 " 5' - 0 " 2' - 1 0 " 13 ' - 8 " 5' - 1 0 " 16'-4 1/2" 8" 18'-6" 8" 3'-11 1/2" 8" 44'-2" 3" 8" 5' - 8 " 8" 14 ' - 6 " 8" 6' - 5 " 68'-1 1/2" 8"11'-7 3/4"3 1/2"11'-5 1/4"3 1/2"11'-6"3 1/2"30'-1 1/2"8" 8"2'-10" 8" 8' - 1 0 1 / 2 " 3 1 / 2 " 11 ' - 1 1 " 3 1 / 2 " 13 ' - 8 1 / 4 " 7'-5 5/8"3 1/2"7'-8 3/8"3 1/2" 3'-4"3 1/2"11'-8 7/8" 1 1/2" 3'-4" 3' - 6 3 / 8 " 3 1 / 2 " 12 ' - 9 3 / 4 " 8" 7' - 3 3 / 4 " 3' - 7 1 / 2 " T. SLAB89'-8" T. SLAB89'-8" T. SLAB89'-8" T. SLAB89'-8" UNIT STORAGE ST-202 UNIT STORAGE ST-201 UNIT STORAGE ST-203 UNIT STORAGE ST-103 UNIT STORAGE ST-302 UNIT STORAGE ST-301 UNIT STORAGE ST-102 UNIT STORAGE ST-101 UNIT STORAGE HALLWAY (CRAWL SPACE T.O.S.TBD BY STRUCTUAL) UP MECHANICAL ROOM (CRAWL SPACE T.O.S. TBD BY STRUCTUAL) 2 A 3.1 2 A 3 . 1 2 A 3.1 1 2 3 4 56789101112131415161718 F F 2 2 6 6 A A 3 3 5 5 B B C C D D G G E E 4 4 1 1 1 A 5.1 1 A 5.1 2 A 5.1 2 A 5.1 3 A 5.2 3 A 5.2 4 A 5.2 4 A 5.2 SE T B A C K L I N E SETBACK LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 2 A 3 . 1 SCALE: 1/4" = 1'-0"1 PROPOSED LOWER LEVEL 07/25/2019 Provide access to crawlspaces per 2015 IBC 1209. Demonstrate whether the crawlspaces are part of the thermal envelope or not. a.If it will not be part of the thermal envelope, insulate the floor and walls between the crawl and living areas per the energy code. Provide ventilation per 1203.4. b.If the crawl is to be part of the thermal envelope, insulate the walls separating the crawl from the exterior per the energy code. Provide conditioned air to the crawl per 1203.4.2 ex4 or ventilate per 1203.4.2 ex 3 or 2015 IMC 406.1. 09/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.2.06 7/25/19 PROPOSED MAIN LEVEL PLAN DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 12345678910111213141516 101-09 101-08 101-01 101-02 10 1 - 0 7 10 1 - 0 4 10 1 - 0 5 10 1 - 0 6 10 1 - 0 1 101-03 103-07103-09 103-08103-11 103-10 103-06 103-04 10 3 - 0 5 10 3 - 0 1 10 2 - 0 6 10 2 - 0 5 102-01 102-02 10 2 - 0 3 10 2 - 0 1 102-04 10 2 - 0 7 101-10 101-08 10 1 - 0 3 10 1 - 0 4 102-02102-03 103-07 103-08 103-06 103-02 10 1 - 0 2 10 3 - 0 1 10 3 - 0 2 10 3 - 0 3 10 1 - 0 6 10 1 - 0 4 101-09 101-07 103-05 10 3 - 0 4 103-03 00 - 1 2 N RG F F D F W W D DW DW DW RG 1 A.6.06 2 A.6.06 #DrgID #LayID 49 ' - 3 " 80'-11" 80'-11" 49 ' - 3 " 12'-9 1/2"24'-2 1/2"5'-0"16'-8 1/2"22'-2 1/2" 6' - 4 " 15 ' - 7 " 5' - 0 " 2' - 1 0 " 13 ' - 8 " 5' - 1 0 " 12'-9 1/2"24'-2 1/2"5'-0"16'-8 1/2"22'-2 1/2" 4 1 / 2 " 5' - 0 " 5' - 0 " 4 1 / 2 " 5'-0"3'-8 1/2" 4 1/2" 5'-0" 3 1/2"8'-0" 3 1/2"11'-11"3 1/2"11'-5"3 1/2" 3 1 / 2 " 12 ' - 8 " 5 1 / 2 " 8' - 1 1 / 2 " 3 1 / 2 " 22 ' - 9 " 3 1/2"11'-4"3 1/2"10'-4"3 1/2"11'-1 1/2"3 1/2"3'-2 1/2"3 1/2" 3 1/2"11'-4"5 1/2"5'-10 1/2"3 1/2"8'-9 1/2"3 1/2"9'-10" 3 1/2"11'-11 1/4"3 1/2"9'-11" 4 1/2"5'-0" 3 1 / 2 " 3 1/2"18'-1"3 1/2" 3'-3" 3 1/2" 3 1 / 2 " 2'-8"3 1/2"5'-5"3 1/2"3'-3 1/4"3 1/2" 3 1 / 2 " 4' - 1 " 3 1 / 2 " 3 1/2"4'-4"3 1/2" 4' - 0 " 2'-6" 4 1/2" 3 1 / 2 " 3' - 1 1 / 4 " 3' - 1 1 / 4 " 5'-0" 2' - 0 " 5'-0" 10 ' - 9 3 / 4 " 3 1 / 2 " 6' - 1 0 1 / 2 " 3 1 / 2 " 2' - 4 3 / 4 " 3 1 / 2 " 3 1 / 2 " 12 ' - 9 " 3 1 / 2 " 2' - 1 " 3 1 / 2 " 5' - 1 1 " 3 1 / 2 " 9' - 1 1 / 2 " 3 1 / 2 " 2' - 1 " 3 1 / 2 " 4'-0" 2' - 6 " 4' - 0 " 2'-6" 3'-8"3 1/2"6'-4 1/2"7'-4 1/2"3 1/2"3'-8" 3' - 4 " 5'-7 3/4"2'-0" 3 1 / 2 " 14 ' - 1 1 1 / 2 " 3 1 / 2 " 3'-0 3/4"3 1/2"11'-11 3/4" 3 1/2"10'-8 1/2" 2'-8"3 1/2"3 1 / 2 " 4' - 1 " 8'-0"3 1/2"3'-7"3'-10 1/2" 3 1/2" 7'-2" 3 1 / 2 " 2' - 1 " 7' - 6 " 8' - 6 " 3' - 0 " 2'-6" 5' - 9 " 2' - 0 " 1' - 0 " 3' - 5 1 / 2 " 3 1/2" 2 3/4" 8' - 6 " 8' - 6 " 8' - 6 " 8' - 6 " 8' - 6 " 18'-0" 5'-4 1/2"2'-10 1/2" 2'-5" 4'-0"2'-11 1/2"4'-4 1/2"4'-4 1/2"2'-11 1/2"3'-0"6'-1 3/4"2'-11 1/2"2'-0"1'-8 3/4"1'-5 3/4" 4' - 1 1 " 6' - 9 " 4' - 2 " 15 ' - 1 0 " 3 1 / 2 " 6' - 2 1 / 2 " 3 1 / 2 " 6'-8"8'-0"3'-5" 4' - 0 " 2' - 5 " 2' - 5 " 1' - 8 1 / 2 " 5'-11 1/2"5'-11 1/2"5'-8 1/2"5'-8 1/2" 1' - 3 3 / 4 " 1'-8 1/2"1'-6 1/2" T GYP100'-0"T SLAB99'-10 1/2" T GYP 100'-0" T PLY99'-10 1/2" T GYP100'-0"T PLY99'-10 1/2" 100'-0"=7895.30' 100'-0"=7895.30' 2 A 3.1 2 A 3 . 1 2 A 3.1 1 HR FIRE WALL 1H EXTERIOR WALL ASSEMBLY CONTROL JOINT CONTROL JOINT CONTROL JOINT CONTROL JOINT 1H FIRE WALL ASSEMBLY CEILING TO BE FIRE RATED ON EXIT HALLWAY AND CANTILEVERED ROOF SI D E W A L K LIVING DINING KITCHEN PORCH DINING HALL BEDROOM 2 BEDROOM 1 BATH 1 LAUNDRY LIVING KITCHEN PORCH BEDROOM 2BEDROOM 1 LIVING DINING KITCHEN BATH (ADA TYPE B) PA N T R Y UNIT STORAGE UNIT STORAGE TRASH HALL UP POWDER BATH 2 (ADA TYPE B) * NOTE: CLOSET DOOR TO HAVE 31 3/4" DOOR CLEARANCE * NOTE: CLOSET DOOR TO HAVE 31 3/4" DOOR CLEARANCE * NOTE: CLOSET DOOR TO HAVE 31 3/4" DOOR CLEARANCE * NOTE: CLOSET DOOR TO HAVE 31 3/4" DOOR CLEARANCE UPDN UTILITIES 30"X48" 30"X48" 00 - 1 4 00 - 1 5 00 - 1 3 F F 2 2 6 6 A A 3 3 5 5 B B C C D D G G E E 4 4 1 1 1 A 5.1 1 A 5.1 2 A 5.1 2 A 5.1 3 A 5.2 3 A 5.2 4 A 5.2 4 A 5.2 RG 3 1 / 2 " 11 ' - 9 3 / 4 " 3 1 / 2 " 2' - 2 " 3 1 / 2 " 9' - 6 1 / 4 " 3 1 / 2 " 14 ' - 5 1 / 4 " 3 1 / 2 " 9' - 6 3 / 4 " 3 1 / 2 " 3 1 / 2 " 6' - 0 1 / 2 " 3 1 / 2 " 7' - 8 " 7' - 4 " 3 1 / 2 " 2' - 3 " 3' - 6 1 / 2 " 5' - 1 1 / 2 " 4' - 8 " 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 2 A 3 . 1 MAIL BOXES SE T B A C K L I N E SE T B A C K L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) UNIT 102 UNIT 103 (TYPE B UNIT) UNIT 101 (TYPE B UNIT) ST-101 ST-103 GARBAGE PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 SCALE: 1/4" = 1'-0"1 PROPOSED GROUND LEVEL 07/25/2019 Section callouts reference A5 series but they appear on the A4 series. Clean up your references to refer to the correct drawings and sheets. This occurs at other locations as well. Note whether these bathrooms are "Type B Option A" or "Type B Option B" bathrooms. If Option A, all bathrooms in a unit must be Option A. If Option B, only one bathroom per unit must be Option B. My review is assuming Option B. ICC A117.1-2009 section 1004.11.3. Remove "ADA" language; this is not ADA. Main level storage and garbage rooms are unheated. Indicate the assemblies with insulation values used for the walls, ceiling, and floor. 09/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.2.07 7/25/19 PROPOSED SECOND LEVEL PLAN DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 12345678910111213141516 W/D 201-03 201-05 201-06 201-07201-04 202-03 202-04 202-05 202-07202-06 20 2 - 0 9 202-08 202-09 20 2 - 1 0 20 2 - 1 1 20 2 - 1 2 20 1 - 1 2 20 1 - 1 1 20 1 - 1 0 20 1 - 0 1 20 2 - 0 1 201-08 201-09 20 2 - 0 2 20 1 - 0 1 20 1 - 0 2 20 2 - 0 1 203-01 20 3 - 0 2 20 3 - 0 3 20 3 - 0 1 203-04 20 3 - 0 5 20 3 - 0 9 102-09 102-10 10 2 - 1 6 10 2 - 1 7 20 1 - 0 9 20 3 - 0 3 203-06 203-07 203-04 203-05 203-08 20 3 - 0 2 102-08 102-07 10 2 - 0 4 10 2 - 0 5 102-06 201-02 201-03 20 1 - 0 6 20 1 - 0 4 201-07 201-05 20 1 - 0 8 20 1 - 0 2 202-03 20 2 - 0 6 20 2 - 0 4 202-07 202-05 20 2 - 0 8 203-06203-08 203-07203-10 203-09 203-06 RG F W/D RG F DW RG F DW W/ D W/ D N DW DW DW 2 A 3.1 2 A 3 . 1 2 A 3.1 9' - 1 " 3 1 / 2 " 7'-0"3 1/2"3'-7"4 3/4" 7'-0"3 1/2"3'-7 3/4" 7' - 0 " 3 1 / 2 " 3' - 6 1 / 2 " 3 1 / 2 " 3' - 5 1 / 2 " 3' - 5 1 / 2 " 3 1 / 2 " 3' - 6 1 / 2 " 3 1 / 2 " 7' - 0 " 9' - 1 " 3 1 / 2 " 5'-1"3'-0"3'-0" 5'-1"3'-0"3'-0" 4' - 4 1 / 2 " 2' - 5 " 2' - 5 " 2'-4 1/4"2'-11 1/2"2'-2 1/4"1'-10"8'-4"1'-10" 1'-10"8'-4"1'-10" 5' - 0 " 5' - 5 " 5' - 5 " 5' - 0 " 4'-0"2'-11 1/2"4'-4 1/2"4'-4 1/2"2'-11 1/2"3'-0"6'-1 3/4"2'-11 1/2"2'-0"1'-8 3/4"1'-5 3/4" 1' - 1 0 " 2' - 8 1 / 4 " 1' - 6 " 6'-8"8'-0"6'-11 1/2" 1' - 1 0 " 8' - 8 3 / 4 " 1' - 1 0 " 3 1 / 2 " 2' - 1 1 3 / 4 " 8' - 8 3 / 4 " 1' - 1 0 " 4'-0 1/2" 2' - 5 " 2' - 5 " 2' - 6 1 / 2 " 2'-4 1/4"2'-11 1/2"2'-2 1/4"2'-10 1/2" T GYP.109'-4"T PLY109'-2 1/2" T GYP.109'-4"T PLY109'-2 1/2" T GYP.109'-4"T PLY109'-2 1/2" T GYP.109'-4"T PLY109'-2 1/2" DINING BEDROOM 1 BATH LIVING KITCHEN BEDROOM 2 BEDROOM 2BEDROOM 1 BATH 1HALLWAY KITCHEN DINING ENTRY LIVING BATH 1 BATH 2 BEDROOM 2 BEDROOM 1 KITCHEN DINING ENTRY LIVING BATH 1BATH 2 BEDROOM 2 BEDROOM 1 UTILITIES FI R E R A T E D G L A S S CLOSET 2CLOSET 1 DN STAIRWELL DN UP 102-14102-15 F F 2 2 6 6 A A 3 3 5 5 B B C C D D G G E E 4 4 1 1 1 A 5.1 1 A 5.1 2 A 5.1 2 A 5.1 3 A 5.2 3 A 5.2 4 A 5.2 4 A 5.2 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 2 A 3 . 1 10 2 - 1 1 10 2 - 1 2 10 2 - 1 3 80'-11" 12'-9 1/2" 3 1/2"12'-0"3 1/2"2'-1"3 1/2"21'-9"3 1/2" 13'-11 1/2"3 1/2"7'-9 1/2"1'-6" 49 ' - 3 " 6' - 4 " 15 ' - 6 " 5' - 6 " 2' - 5 " 13 ' - 8 " 5' - 1 0 " 3 1 / 2 " 10 ' - 1 0 " 3 1 / 2 " 2' - 1 " 3 1 / 2 " 3' - 5 1 / 2 " 3 1 / 2 " 9' - 1 " 3 1/2" 3 1/2"10'-8"3 1/2"10'-8"3 1/2" 3 1 / 2 " 6' - 6 " 3 1 / 2 " 2' - 3 1 / 4 " 3 1 / 2 " 12 ' - 4 3 / 4 " 3 1 / 2 " 3 1/2"9'-1"3 1/2"2'-11 1/2"3 1/2"9'-0"3 1/2" 5' - 6 " 3 1 / 2 " 2' - 1 " 3 1 / 2 " 13 ' - 6 1 / 4 " 3 1/2"12'-0"3 1/2"2'-1"3 1/2"13'-11 1/2"3 1/2"7'-6"3 1/2" 3 1 / 2 " 3' - 3 " 3' - 8 3 / 4 " 3 1 / 2 " 5' - 7 1 / 2 " 3 1 / 2 " 10 ' - 5 1 / 2 " 3 1 / 2 " 3' - 3 " 3 1 / 2 " 3 1/2"11'-4"3 1/2"10'-4"3 1/2"11'-1 1/2"3 1/2"3'-2 1/2"3 1/2"1'-4" 3 1 / 2 " 12 ' - 9 " 3 1 / 2 " 2' - 1 " 3 1 / 2 " 5' - 1 1 " 3 1 / 2 " 3 1 / 2 " 2' - 1 " 3 1 / 2 " 10 ' - 1 0 " 3 1 / 2 " 2' - 6 1 / 2 " 10 ' - 5 1 / 2 " 9 1 / 4 " 10 ' - 5 1 / 2 " 16'-8 1/2"5'-0"24'-2 1/2"22'-2 1/2" 1' - 6 1 / 2 " 3 1 / 2 " 6' - 0 1 / 2 " 3 1 / 2 " 15 ' - 0 " 3 1 / 2 " 11 ' - 6 " 3 1 / 2 " 6'-4 1/2"3 1/2"3'-8"3 1/2" 3 1 / 2 " 2' - 1 " 2'-0"3'-6"2'-0" 3 1/2"6'-4"5'-1 1/4"5 1/2"5'-1 1/4"3 1/2"7'-7 1/4" 3 1 / 2 " 17 ' - 7 " 3 1 / 2 " 3 1/2"11'-4"3 1/2"3'-11 1/2"3 1/2"2'-10 3/4"3 1/2"7'-8 1/4"3 1/2"9'-10"3 1/2" 2' - 3 " 3' - 6 1 / 2 " 5' - 1 1 / 2 " 4' - 1 " 2' - 6 1 / 2 " 2' - 6 1 / 2 " 5 1 / 2 " 7'-4 1/2"3 1/2"3'-1"3 1/2" 1'-4 1/2"3 1/2"3'-1 1/4"3 1/2"5'-6" HEAT PUMP SYSTEM (41"WX13"DX52") SE T B A C K L I N E SE T B A C K L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) UNIT 203 UNIT 102 UNIT 201 UNIT 202 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 SCALE: 1/4" = 1'-0"1 PROPOSED SECOND LEVEL 07/25/2019 09/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.2.08 7/25/19 PROPOSED THIRD LEVEL PLAN DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 301-02 301-03 30 1 - 0 6 30 1 - 0 4 301-07 301-05 30 1 - 0 8 30 2 - 0 2 302-03 30 2 - 0 6 30 2 - 0 4 302-07 30 2 - 0 9 302-08 302-09 30 2 - 1 0 30 2 - 1 1 30 2 - 1 2 30 1 - 1 2 30 1 - 1 1 30 1 - 1 0 30 1 - 0 1 30 2 - 0 1 301-08 301-09 30 1 - 0 9 301-03 301-05 301-06 301-07301-04 30 2 - 0 2 30 1 - 0 1 30 1 - 0 2 30 2 - 0 1 302-05 30 2 - 0 8 W/D RG F DW W/ D RG F DW N DW DW 2 A 3.1 2 A 3 . 1 2 A 3.1 3 1/2"12'-0"3 1/2"2'-1"3 1/2"13'-11 1/2"3 1/2"7'-6" 3 1/2" 1'-6" 5' - 4 1 / 2 " 49 ' - 3 " 5' - 4 1 / 2 " 6' - 4 " 15 ' - 7 " 5' - 0 " 2' - 1 0 " 13 ' - 8 " 5' - 1 0 " 3 1 / 2 " 10 ' - 1 0 " 3 1 / 2 " 2' - 1 " 3 1 / 2 " 10 ' - 5 1 / 2 " 3 1/2"12'-0"3 1/2"2'-1"3 1/2"13'-11 1/2"3 1/2"7'-6"3 1/2" 3 1 / 2 " 2' - 1 " 3 1 / 2 " 10 ' - 1 0 " 3 1 / 2 " 9 1 / 4 " 10 ' - 5 1 / 2 " 7'-0"3 1/2"3'-7 3/4"3 1/2"5'-1 1/4"5 1/2"5'-1 1/4"3 1/2"2'-3 1/2"9'-1 3/4"3 1/2"2'-6" 3' - 5 1 / 2 " 3 1 / 2 " 3' - 6 1 / 2 " 3 1 / 2 " 7' - 0 " 9' - 1 " 3 1 / 2 " 3' - 5 1 / 2 " 7'-0"3 1/2"3'-7 3/4"3 1/2"5'-1 1/4"5 1/2"5'-1 1/4"3 1/2"2'-3 1/2"5'-3 3/4"3 1/2"6'-4" 7' - 0 " 3 1 / 2 " 3' - 6 1 / 2 " 3 1 / 2 " 3' - 5 1 / 2 " 3 1 / 2 " 6' - 3 " 3 1 / 2 " 2' - 6 1 / 2 " 3' - 8 3 / 4 " 3 1 / 2 " 5' - 7 1 / 2 " 3 1 / 2 " 10 ' - 5 1 / 2 " 3 1 / 2 " 3' - 3 " 3 1 / 2 " 1' - 6 " 9' - 1 " 5'-1"3'-0"3'-0" 5'-1"3'-0"3'-0" 2' - 5 " 2' - 5 " 2' - 6 1 / 2 " 4' - 4 1 / 2 " 2' - 5 " 2' - 5 " 3 1 / 2 " 3' - 3 " 3 1 / 2 " 17 ' - 7 " 3 1 / 2 " 2' - 6 1 / 2 " 9 1 / 4 " 3' - 8 3 / 4 " 3 1 / 2 " 5' - 7 1 / 2 " 3 1 / 2 " 2'-4 1/4"2'-11 1/2"2'-2 1/4"1'-10"8'-4"1'-10" 1'-10"8'-4"1'-10" 5' - 5 " 5' - 5 " 5' - 0 " 5' - 0 " 2'-4 1/4"2'-11 1/2"2'-2 1/4"2'-10 1/2" 3'-6" 3'-6" T GYP 118'-8"T PLY118'-6 1/2" T GYP 118'-8"T PLY118'-6 1/2" ROOF PROJECTION BATH 1BATH 2 KITCHEN DINING ENTRY LIVING BEDROOM 2 BEDROOM 1 KITCHEN DINING ENTRY LIVING BATH 1BATH 2 BEDROOM 2 BEDROOM 1 GARDEN ROOF (LAWN) GARDEN ROOF (LAWN) GARDEN ROOF (LAWN) DN 302-03 302-04 302-05 302-06 302-07 F F 2 2 6 6 A A 3 3 5 5 B B C C D D G G E E 4 4 1 1 1 A 5.1 1 A 5.1 2 A 5.1 2 A 5.1 3 A 5.2 3 A 5.2 4 A 5.2 4 A 5.2 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 2 A 3 . 1 8'-8 1/2"80'-11"10'-4 3/4" 12'-9 1/2"24'-2 1/2"21'-8 1/2"22'-2 1/2" SE T B A C K L I N E SE T B A C K L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) UNIT 301 UNIT 302 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 SCALE: 1/4" = 1'-0"1 PROPOSED THIRD LEVEL 07/25/2019 09/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.2.09 7/25/19 PROPOSED ROOF PLAN DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 N 2 A 3.1 2 A 3 . 1 2 A 3.1 1'-11 1/2"36'-1"1'-11 1/2"1'-11 1/2"36'-6 1/2"1'-11 1/2" 1' - 1 1 1 / 2 " 21 ' - 0 " 1' - 1 1 1 / 2 " 1'-11 1/2"21'-3 1/2"1'-11 1/2" 1' - 1 1 1 / 2 " 21 ' - 5 " 1' - 1 1 1 / 2 " GREEN ROOF F F 2 2 6 6 A A 3 3 5 5 B B C C D D G G E E 4 4 1 1 1 A 5.1 1 A 5.1 2 A 5.1 2 A 5.1 3 A 5.2 3 A 5.2 4 A 5.2 4 A 5.2 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 1 A 5.3 2 A 3 . 1 1'-11 1/2"36'-1"1'-11 1/2" 1' - 1 1 1 / 2 " 1' - 1 1 1 / 2 " 48 ' - 4 " GREEN ROOF GREEN ROOF GREEN ROOF SE T B A C K L I N E SE T B A C K L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E SCALE: 1/4" = 1'-0"1 PROPOSED ROOF PLAN NOTE: SEE SHEET A.6.09 FOR GREEN ROOF ASSEMBLY 07/25/2019 09/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.3.01 7/25/19 EXISTING ELEVATIONS: NORTH & EAST DATE KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 11/22/18 03/05/19 07/01/19 EXISTING GRADE EXISTING LOWER LEVEL EXISTING MAIN LEVEL EXISTING SECOND LEVEL PR O P E R T Y L I N E PR O P E R T Y L I N E EXISTING GRADE EXISTING LOWER LEVEL EXISTING MAIN LEVEL EXISTING SECOND LEVEL PR O P E R T Y L I N E PR O P E R T Y L I N E 1 EXISTING NORTH ELEVATION 2 EXISTING EAST ELEVATION 07/25/2019 09/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.3.02 7/25/19 EXISTING ELEVATIONS: SOUTH & WEST DATE KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 11/22/18 03/05/19 07/01/19 EXISTING GRADE EXISTING LOWER LEVEL EXISTING MAIN LEVEL EXISTING SECOND LEVEL PR O P E R T Y L I N E PR O P E R T Y L I N E EXISTING GRADE EXISTING LOWER LEVEL EXISTING MAIN LEVEL EXISTING SECOND LEVEL PR O P E R T Y L I N E PR O P E R T Y L I N E 1 EXISTING SOUTH ELEVATION 2 EXISTING WEST ELEVATIONS 07/25/201909/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.3.03 7/25/19 PROPOSED ELEVATIONS: NORTH & EAST DATE KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 11/22/18 03/05/19 07/01/19 6 6 5 5 3 3 2 2 4 4 1 1 7' - 4 " 7' - 4 " 10 3 / 4 " 10 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 8' - 0 5 / 8 " 3'-2"3'-2" 3'-2"3'-2" 1X6 T&G VERT. SIDING 1X6 T&G VERT. SIDING 1X6 T&G VERT. SIDING 1X6 T&G VERT. SIDING WATER TABLEWATER TABLE 102-10 102-09 102-02 102-01 302-07 302-06 302-05 302-04 302-03 202-03202-04 202-05202-06202-07 101-01 203-01 102-04 HRV SUPPLY/EXHAUST HRV SUPPLY/EXHAUST BOILER VENT. 302-08 202-08 302-09 202-09 101-02101-03 8" LAPPED SIDING TYP. VERTICAL B&B SIDING RECYCLED B&B SIDING TYP. 12X48 HARDY-BD PANELS PROPOSED GRADE T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" (7895.30') T.O. F.F. @ SECOND LEVEL 109'-4" T.O. BASEMENT SLAB 89'-8" T.O. BASEMENT SLAB 89'-8" TOP F.F. @ THIRD LEVEL 118'-8"T.O. PLY @ FLAT ROOF 118'-6 1/2" TOP PLY @ FLAT ROOF 127'-10 1/2" T.O. PLY @ FLAT ROOF 121'-6 1/2" PR O P E R T Y L I N E PR O P E R T Y L I N E SE T B A C K L I N E SE T B A C K L I N E FABCD GE 7' - 4 " 7' - 4 " 2' - 1 1 " 2' - 1 1 " 8' - 0 5 / 8 " 3'-5 1/8"3'-5 1/8" 302-02 202-02 302-01 202-01 201-01 301-01 301-02 201-02 00-1400-15 00-13 EXHAUST DUCT PROPOSED GRADE EXHAUST DUCT EXHAUST DUCT EXHAUST DUCT EXHAUST DUCT 8" LAPPED SIDING TYP. RECYCLED B&B SIDING TYP. T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" T.O. BASEMENT SLAB 89'-8" T.O. BASEMENT SLAB 89'-8" TOP PLY @ FLAT ROOF 118'-6 1/2" T.O. F.F. @ SECOND LEVEL 109'-4" TOP PLY @ FLAT ROOF 121'-6 1/2" TOP PLY @ FLAT ROOF 127'-10 1/2" TOP PLY @ FLAT ROOF 127'-10 1/2" T.O. F.F. @ THIRD LEVEL 118'-8" PR O P E R T Y L I N E PR O P E R T Y L I N E SCALE: 1/4" = 1'-0"2 PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0"1 PROPOSED NORTH ELEVATION EXTERIOR LEGEND: VERTICAL B&B SIDING HORIZONTAL 1X8 LAPPED SIDING VERTICAL 1 X 6 T&G SIDING HORIZONTAL HARDI-BD 16 X 48 HORIZONTAL WATER TABLE 16" HIGH 07/25/2019 09/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.3.04 7/25/19 PROPOSED ELEVATIONS: SOUTH & WEST DATE KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 11/22/18 03/05/19 07/01/19 7' - 4 " 10 " 2' - 1 1 " 2' - 1 1 " 3' GREEN ROOF MAIL BOX 18"D X 30 1/2"W X62"H BRONZE 102-12 102-11 102-05102-06 103-03 103-02 103-01 203-01203-02203-03 103-05 203-05 102-13 302-10302-11302-12301-12301-11301-10 102-03 WATER TABLE WATER TABLE 301-01 302-01 102-01103-01 203-09 PROPOSED GRADE A 12X48 HARDY-BD PANELS 8" LAPPED SIDING TYP. VERTICAL B&B SIDING F ADCBGE T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" T.O. BASEMENT SLAB 89'-8" T.O. BASEMENT SLAB 89'-8" TOP PLY @ FLAT ROOF 118'-6 1/2" T.O. F.F. @ SECOND LEVEL 109'-4" TOP PLY @ FLAT ROOF 121'-6 1/2" TOP PLY @ FLAT ROOF 118'-6 1/2" TOP PLY @ FLAT ROOF 127'-10 1/2" TOP PLY @ FLAT ROOF 127'-10 1/2" PR O P E R T Y L I N E PR O P E R T Y L I N E 2 2 6 6 3 3 5 5 1 1 4 4 7' - 4 " 7' - 4 " 10 " 7' - 4 " 7' - 4 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 8' - 5 / 8 " 3'-2"3'-2" 3'-2"3'-2" WATER TABLEWATER TABLE 301-03 301-04 301-05 301-06 301-07 201-03 201-04 201-05 201-06 201-07 203-10 203-09 203-08 203-07 203-06 203-04 103-04 103-11 103-10 103-09 103-08 103-07 101-08101-09 HRV SUPPLY/EXHAUST HRV SUPPLY/EXHAUST HRV SUPPLY/EXHAUST HRV SUPPLY/EXHAUST 301-08 201-08 301-09 201-09 203-06 103-06 8" LAPPED SIDING TYP. VERTICAL B&B SIDING RECYCLED B&B SIDING TYP. (TO BE APPROVED BY HPC) PROPOSED GRADE T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. BASEMENT SLAB 89'-8" T.O. BASEMENT SLAB 89'-8" TOP F.F. @ THIRD LEVEL 118'-8"T.O. PLY @ FLAT ROOF 118'-6 1/2" TOP PLY @ FLAT ROOF 127'-10 1/2" T.O. PLY @ FLAT ROOF 121'-6 1/2" PR O P E R T Y L I N E PR O P E R T Y L I N E SE T B A C K L I N E SE T B A C K L I N E SCALE: 1/4" = 1'-0"1 PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0"2 PROPOSED WEST ELEVATION EXTERIOR LEGEND: VERTICAL B&B SIDING HORIZONTAL 1X8 LAPPED SIDING VERTICAL 1 X 6 T&G SIDING HORIZONTAL HARDI-BD 16 X 48 HORIZONTAL WATER TABLE 16" HIGH 07/25/2019 Exhausts must be a minimum of 3' from operable windows. 2015 IMC 501.3.1 09/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.4.01 7/25/19 EXISTING BUILDING SECTIONS DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 T.O. BASEMENT SLAB 90'-10 1/4" T.O. BASEMENT SLAB 90'-10 1/4" T.O. FLOOR MAIN LEVEL T.O. FLOOR UPPER LEVEL T.O. FLOOR MAIN LEVEL T.O. BASEMENT SLAB 90'-10 1/4" T.O. FLOOR MAIN LEVEL T.O. FLOOR UPPER LEVEL T.O. FLOOR MAIN LEVEL SCALE: 1/4" = 1'-0"1 EXISTING BUILDING SECTION SCALE: 1/4" = 1'-0"1 EXISTING BUILDING SECTION 07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.4.02 7/25/19 EXISTING BUILDING SECTIONS DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 T.O. FLOOR MAIN LEVEL T.O. FLOOR UPPER LEVEL T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" TOP F.F. @ THIRD LEVEL 118'-6 1/2" T.O. FLOOR MAIN LEVEL T.O. FLOOR UPPER LEVEL T.O. FLOOR MAIN LEVEL SCALE: 1/4" = 1'-0"1 EXISTING BUILDING SECTION SCALE: 1/4" = 1'-0"2 EXISTIGN BUILDING SECTION 07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.4.03 7/25/19 PROPOSED BUILDING SECTIONS DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 2 2 6 6 3 3 5 5 4 4 1 1 7 A.6.01 6 A.6.01 10 A.6.01 18 A.6.02 18 A.6.02 5 A.6.01 10 A.6.01 15 A.6.02 2 A.6.02A FC 5600 A.6.02A 12'-9 1/2"24'-2 1/2"5'-0"16'-8 1/2"22'-2 1/2" 8' 8' 8' 8' 8' GREEN ROOFLIVING UNIT 102 UNIT 102UNIT 202 UNIT 302 STORAGE STORAGE BEDROOM 1 LIVING LIVINGBEDROOM 1 PORCH BALCONY BALCONY PATIO LIVING BEDROOM 1 BEDROOM 2 3 A.6.01 T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. BASEMENT SLAB 89'-8" T.O. BASEMENT SLAB 89'-8" TOP F.F. @ THIRD LEVEL 118'-8"T.O. PLY @ FLAT ROOF 118'-6 1/2" TOP PLY @ FLAT ROOF 127'-10 1/2" UNIT 101 PR O P E R T Y L I N E PR O P E R T Y L I N E SE T B A C K L I N E SE T B A C K L I N E 2 2 6 6 3 3 5 5 1 1 4 4 18 A.6.02 8 A.6.01 7 A.6.01 18 A.6.02 5 A.6.01 10 A.6.01 15 A.6.02 GREEN ROOF GREEN ROOF GREEN ROOF UNIT 102UNIT 101 UNIT 102UNIT 202 UNIT 302 STORAGESTORAGE GARBAGE BEDROOM 1 KITCHEN ENTRYBATH 1BATH 2 BEDROOM 2 DINING KITCHEN ENTRYBATH 1BATH 2 KITCHEN BATH 3 A.6.01 16 A.6.02 6 A.6.01 T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. BASEMENT SLAB 89'-8" T.O. BASEMENT SLAB 89'-8" TOP F.F. @ THIRD LEVEL 118'-8"T.O. PLY @ FLAT ROOF 118'-6 1/2" TOP PLY @ FLAT ROOF 127'-10 1/2" PR O P E R T Y L I N E PR O P E R T Y L I N E SE T B A C K L I N E SE T B A C K L I N E SCALE: 1/4" = 1'-0"1 PROPOSED BUILDING SECTION 1 SCALE: 1/4" = 1'-0"2 PROPOSED BUILDING SECTION 2 07/25/201909/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.4.04 7/25/19 PROPOSED BUILDING SECTIONS DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 2 2 6 6 3 3 5 5 1 1 4 4 7 A.6.01 10 A.6.01 18 A.6.02 8 A.6.01 18 A.6.02 15 A.6.02 17 A.6.02 10 A.6.01 7 A.6.01 1 A.6.01 12'-9 1/2"24'-2 1/2"5'-0"16'-8 1/2"22'-2 1/2" GREEN ROOF GREEN ROOF UNIT 103UNIT 101 UNIT 203UNIT 201 UNIT 301 STORAGESTORAGE STORAGE T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. BASEMENT SLAB 89'-8" T.O. BASEMENT SLAB 89'-8" TOP F.F. @ THIRD LEVEL 118'-8" T.O. PLY @ FLAT ROOF 121'-6 1/2" TOP PLY @ FLAT ROOF 127'-10 1/2" PR O P E R T Y L I N E PR O P E R T Y L I N E SE T B A C K L I N E SE T B A C K L I N E 2 2 3 3 5 5 6 6 1 1 4 4 7 A.6.01 10 A.6.01 18 A.6.02 8 A.6.01 15 A.6.02 17 A.6.02 18 A.6.02 10 A.6.01 7 A.6.01 1 A.6.01 18 A.6.02 12'-9 1/2"24'-2 1/2"5'-0"16'-8 1/2"22'-2 1/2" GREEN ROOF GREEN ROOF UNIT 103UNIT 101 UNIT 203UNIT 201 UNIT 301 T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. BASEMENT SLAB 89'-8" T.O. BASEMENT SLAB 89'-8" TOP F.F. @ THIRD LEVEL 118'-8" T.O. PLY @ FLAT ROOF 121'-6 1/2" TOP PLY @ FLAT ROOF 127'-10 1/2" PR O P E R T Y L I N E PR O P E R T Y L I N E SE T B A C K L I N E SE T B A C K L I N E SCALE: 1/4" = 1'-0"1 PROPOSED BUILDING SECTION 3 SCALE: 1/4" = 1'-0"2 PROPOSED BUILDING SECTION 4 07/25/201909/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.4.05 7/25/19 PROPOSED BUILDING SECTIONS DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 A FBCD GE 10 A.6.01 18 A.6.02 17 A.6.02 19 A.6.02 5'-10"13'-8"2'-10"5'-0"15'-7"6'-4" 2' - 1 1 " 4' - 5 " 7' - 4 " 7' - 4 " 2' - 1 1 " 4' - 5 " GREEN ROOF UNIT 201 UNIT 301 UNIT 202 UNIT 302 PARKING T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" T.O. SLAB @ BASEMENT 89'-8" TOP F.F. @ THIRD LEVEL 118'-8" TOP PLY @ FLAT ROOF 127'-10 1/2" T.O. F.F. @ SECOND LEVEL 109'-4" TOP F.F. @ THIRD LEVEL 118'-8" TOP PLY @ FLAT ROOF 127'-10 1/2" T.O. SLAB @ BASEMENT 89'-8" SE T B A C K L I N E PR O P E R T Y L I N E SE T B A C K L I N E PR O P E R T Y L I N E A B C D E F G 18 A.6.02 21 A.6.02 10 A.6.01 18 A.6.02 7 A.6.02 9 A.6.02 3 A.6.02A 5'-10"13'-8"2'-10"5'-0"15'-7"6'-4" GREEN ROOF GREEN ROOF UNIT 203UNIT 102 UNIT 103UNIT 102 T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" TOP F.F. @ THIRD LEVEL 118'-6 1/2" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. SLAB @ BASEMENT 89'-8" T.O. SLAB @ BASEMENT 89'-8" SE T B A C K L I N E PR O P E R T Y L I N E SE T B A C K L I N E PR O P E R T Y L I N E A FBCD GE 21 A.6.02 18 A.6.02 21 A.6.02 19 A.6.02 6 A.6.01 20 A.6.02 FC 5600 A.6.02A WP 3330 A.6.02A 5'-10"13'-8"2'-10"5'-0"15'-7"6'-4" GREEN ROOF UNIT 201 UNIT 301 UNIT 202 UNIT 302 UNIT 101 T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ GROUND LEVEL 100'-0" T.O. SLAB @ BASEMENT 89'-8" TOP F.F. @ THIRD LEVEL 118'-8" TOP PLY @ FLAT ROOF 127'-10 1/2" T.O. F.F. @ SECOND LEVEL 109'-4" TOP F.F. @ THIRD LEVEL 118'-8" TOP PLY @ FLAT ROOF 127'-10 1/2" T.O. SLAB @ BASEMENT 89'-8" SE T B A C K L I N E PR O P E R T Y L I N E SE T B A C K L I N E PR O P E R T Y L I N E SCALE: 1/4" = 1'-0"1 PROPOSED BUILDING SECTION 5 SCALE: 1/4" = 1'-0"3 PROPOSED BUILDING SECTION 7 SCALE: 1/4" = 1'-0"2 PROPOSED BUILDING SECTION 6 07/25/201909/20/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.6.01 7/25/19 ARCHITECTURAL DETAILS DATE KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 11/22/18 03/05/19 07/01/19 2 4 2 4 TOS 2 8 - 1x WD SIDING - #15 FELT - 1/2" OSB SHEATHING - 1" RIGID ISOCYN. (R7) - 1/2" OSB SHEATHING (OR 5/8" DENSEGLASS @ 1HR FIRE WALL LOCATIONS) - 2x4@16 W/ 3 1/4" FOAM INSUL. (R22) - 6 mil VB - 5/8" GWB - 4" REINF. CONC SLAB w/ 6x6 W1.4@1.4 W.W.F. STEEL - TROWEL FINISH @ INT BROOM FINISH @ EXT - WATERPROOF MEMBRANE - R 10 RIGID INSUL - 8" REINF CONC FOUND WALL - R 3 RIGID INSUL 24 GA COLORED FLASHING FINISHED GRADE CONT. 1x4 POPLAR BASE 4 1/2" SETBACK 7 1 / 2 " 6" R10 RIGID INSUL & PROTECTION TO T. FTG/ SLAB (TYP) - 24 Ga. GALV. FLASHING RADON PIPING @ 10' OC SEAL EXTERIOR SHEATHING TOFOUNDATION 0 1 / 2 " TOS 2 8 - DOOR FRAME & DOOR (SEE SCHEDULE) - FINISHED VINYL FLOOR - 4" SLAB ON GRADE - 4" REINF. CONC SLAB - WATERPROOF MEMBRANE - R 10 RIGID INSUL - 8" REINF CONC FOUND WALL - R 3 RIGID INSUL - 24 Ga. GALV. FLASHING @ DOOR PT NAILER R10 RIGID INSUL & PROTECTION TO T. FTG/ SLAB (TYP) RADON PIPING @ 10' OC - 1/2" ADA SADDLE THRESHOLD @ DOOR - 1x WD SIDING - #15 FELT - 1/2" OSB SHEATHING - 1" RIGID ISOCYN. (R7) - 1/2" OSB SHEATHING (OR 5/8" DENSEGLASS @ 1HR FIRE WALL LOCATIONS) - 2x4@16 W/ 3 1/4" FOAM INSUL. (R22) - 6 mil VB - 5/8" GWB 4" SLAB - FINISHED VINYL FLOOR -4" SLAB ON GRADE24 GA COLORED FLASHING 3/ 4 " RADON PIPING @ 10' OC 2 4 2 4 TOS - WATERPROOF MEMBRANE - R 10 RIGID INSUL - 8" REINF CONC FOUND WALL - R 3 RIGID INSUL 2 2 2 2 2 8 2 4 2 4 - 1x WD SIDING - #15 FELT - 1/2" OSB SHEATHING - 1" RIGID ISOCYN. (R7) - 1/2" OSB SHEATHING (OR 5/8" DENSEGLASS @ 1HR FIRE WALL LOCATIONS) - 2x4@16 W/ 3 1/4" FOAM INSUL. (R22) - 6 mil VB - 5/8" GWB - 1 1/2 CONC TOPPING - 3/4" T&G PLY (GLUE & NAIL) - 11 7/8 TJI @ 16 OC - 5 1/2" SOUND BATT - 1/2" RESILIENT CHANNEL - 2 LAYERS 5/8" TYP X GWB (LISTED ASSEMBLY:GA FILE NO. FC 5600, SEE SHEET A6.02A) - PROTECTION BOARD R 10 RIGID INSUL - 8" REINF CONC FOUND WALL - 2x2@16 W/ FOAM INSUL. (R8) - 6 mil VB - 1/2" GWB JOIST HANGER (SEE STRUCT PLAN) FINISHED GRADE 24 GA COLOREDFLASHING R19 INSUL SEAL SHEATHINGTO FOUNDATION - 1x WD SIDING - #15 FELT - 1/2" OSB SHEATHING - 1" RIGID ISOCYN. (R7) - 1/2" OSB SHEATHING (OR 5/8" DENSEGLASS @ 1HR FIRE WALL LOCATIONS) - 2x4@16 W/ 3 1/4" FOAM INSUL. (R22) - 6 mil VB - 5/8" GWB - 1 1/2 CONC TOPPING - 3/4" T&G PLY (GLUE & NAIL) - 11 7/8 TJI @ 16 OC - 5 1/2" SOUND BATT - 1/2" RESILIENT CHANNEL - 2 LAYERS 5/8" TYP X GWB24 GA COLORED FLASHING FINISHED GRADE - PROTECTION BOARD R 10 RIGID INSUL - 8" REINF CONC FOUND WALL - 2x2@16 W/ FOAM INSUL. (R8) - 6 mil VB - 1/2" GWB R19 INSUL 2 4 2 4 2 2 2 2 2 8 SEAL SHEATHING TO FOUNDATION 12 1/4 2 2 2 2 2 8 2 4 2 4 - 1x WD SIDING - #15 FELT - 1/2" OSB SHEATHING - 1" RIGID ISOCYN. (R7) - 1/2" OSB SHEATHING (OR 5/8" DENSEGLASS @ 1HR FIRE WALL LOCATIONS) - 2x4@16 W/ 3 1/4" FOAM INSUL. (R22) - 6 mil VB - 5/8" GWB - 1 1/2 CONC TOPPING - 3/4" T&G PLY (GLUE & NAIL) - 11 7/8 TJI @ 16 OC - 5 1/2" SOUND BATT - 1/2" RESILIENT CHANNEL - 2 LAYERS 5/8" TYP X GWB (LISTED ASSEMBLY: GA FILE NO. FC 5600,SEE SHEET A.6.02A) SEAL SHEATHING TOFOUNDATION WALL - WATERPROOF MEMBRANE - 8" REINF CONC FOUND WALL - 2x4@16 W/ 3 1/4" FOAM INSUL. (R19) - VB - 5/8" GWB R19 INSUL 24 GA COLORED FLASHING KING LOUISE JS DEC 6 copy.vwx 2019 Jan 16 2 2 4" SOG TYPICAL FOOTING (SEE STRUT PLAN) 4" Ø PERF PIPE DRAIN - PROTECTION BOARD R 10 RIGID INSUL - 8" REINF CONC FOUND WALL - 2x2@16 W/ FOAM INSUL. (R8) - 6 mil VB - 1/2" GWB 1/2" EXPANSION 1 1/2" RADON PIPING @ 10' OC 2 2 4" SOG TYPICAL FOOTING (SEE STRUT PLAN) 4" Ø PERF PIPE DRAIN - PROTECTION BOARD R 10 RIGID INSUL - 8" REINF CONC FOUND WALL - 2x2@16 W/ FOAM INSUL. (R8) - 6 mil VB - 1/2" GWB 1/2" EXPANSION 1 1/2" RADON PIPING @ 10' OC 1/2" EXPANSION 4" SOG 2 4 2 4 2 2 2 2 2 8 12 2 - 1 1/2 CONC TOPPING - 3/4" T&G PLY (GLUE & NAIL) - 11 7/8 TJI @ 16 OC - 5 1/2" SOUND BATT - 1/2" RESILIENT CHANNEL - 2 LAYERS 5/8" TYP X GWB - PROTECTION BOARD R 10 RIGID INSUL - 8" REINF CONC FOUND WALL - 2x2@16 W/ FOAM INSUL. (R8) - 6 mil VB - 1/2" GWB 24 GA COLOREDFLASHING - 1x WD SIDING - #15 FELT - 1/2" OSB SHEATHING - 1" RIGID ISOCYN. (R7) - 1/2" OSB SHEATHING (OR 5/8" DENSEGLASS @ 1HR FIRE WALL LOCATIONS) - 2x4@16 W/ 3 1/4" FOAM INSUL. (R22) - 6 mil VB - 5/8" GWB R19 INSUL - 1x WD SIDING - #15 FELT - 1/2" OSB SHEATHING - 1" RIGID ISOCYN. (R7) - 1/2" OSB SHEATHING (OR 5/8" DENSEGLASS @ 1HR FIRE WALL LOCATIONS) - 2x4@16 W/ 3 1/4" FOAM INSUL. (R22) - 6 mil VB - 5/8" GWB - 1 1/2 CONC TOPPING - 3/4" T&G PLY (GLUE & NAIL) - 11 7/8 TJI @ 16 OC - 5 1/2" SOUND BATT - 1/2" RESILIENT CHANNEL - 2 LAYERS 5/8" TYP X GWB R19 INSUL 2 4 2 4 2 4 2 4 - 1x WD SIDING - #15 FELT - 1/2" OSB SHEATHING - 1" RIGID ISOCYN. (R7) - 1/2" OSB SHEATHING (OR 5/8" DENSEGLASS @ 1HR FIRE WALL LOCATIONS) - 2x4@16 W/ 3 1/4" FOAM INSUL. (R22) - 6 mil VB - 5/8" GWB - 3/4" DECKING- 9 1/4" MICRO LAM - 1 1/2 CONC TOPPING - 3/4" T&G PLY (GLUE & NAIL) - 11 7/8 TJI @ 16 OC - 5 1/2" SOUND BATT - 1/2" RESILIENT CHANNEL - 2 LAYERS 5/8" TYP X GWB R19 INSUL 2 4 2 4 2 4 2 4 12 2 T. OF SLAB SEE PLAN B. OF FOOTING SEE PLAN 2 4 2 4 4" SOG - WATERPROOF MEMBRANE - 8" REINF CONC FOUND WALL - 2x4@16 W/ RIGID INSUL. (R10) - 6 mil VB - 5/8" GWB 1/8" EXPANSION RADON PIPING @ 10' - 1x WD SIDING - #15 FELT - 1/2" OSB SHEATHING - 1" RIGID ISOCYN. (R7) - 1/2" OSB SHEATHING (OR 5/8" DENSEGLASS @ 1HR FIRE WALL LOCATIONS) - 2x4@16 W/ 3 1/4" FOAM INSUL. (R22) - 6 mil VB - 5/8" GWB TYPICAL FOOTING (SEE STRUT PLAN) EXTERIOR TO STAIR SCALE: 1" = 1'-0"1 TYP. EXT WALL SCALE: 1" = 1'-0"2 TYP ENTRY DOOR @ 102 SCALE: 1" = 1'-0"3 WALL @ WALKOUT UNIT SCALE: 1" = 1'-0"4 TYP EXTERIOR WALL @ BASEMENT SCALE: 1" = 1'-0"5 TYP EXTERIOR WALL @ BASEMENT SCALE: 1" = 1'-0"6 TYP EXTERIOR WALL @ BASEMENT SCALE: 1" = 1'-0"7 TYP EXTERIOR WALL @ FOUNDATION SCALE: 1" = 1'-0"8 WALL @ SLAB SCALE: 1" = 1'-0"9 SIDEWALK @ WALL SCALE: 1" = 1'-0"10 RIM JOIST SCALE: 1" = 1'-0"11 TYP EXT WALL SCALE: 1" = 1'-0"12 DET @ STAIR EXIT 07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.6.02 7/25/19 ARCHITECTURAL DETAILS DATE KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 11/22/18 03/05/19 07/01/19 2 4 2 4 TOP OF PLY 2 4 2 4 - 1x WD SIDING - #15 FELT - 1/2" OSB SHEATHING - 1" RIGID ISOCYN. (R7) - 1/2" OSB SHEATHING (OR 5/8" DENSEGLASS @ 1HR FIRE WALL LOCATIONS) - 2x4@16 W/ 3 1/4" FOAM INSUL. (R22) - 6 mil VB - 5/8" GWB - 1 1/2 CONC TOPPING - 3/4" T&G PLY (GLUE & NAIL) - 11 7/8 TJI @ 16 OC - 5 1/2" SOUND BATT - 1/2" RESILIENT CHANNEL - 2 LAYERS 5/8" TYP X GWB R19 INSUL CONT. 1x4 POPLAR BASE 2 8 - 1x WD SIDING - #15 FELT - 1/2" OSB SHEATHING - 1" RIGID ISOCYN. (R7) - 1/2" OSB SHEATHING - 2x4@16 W/ 3 1/4" FOAM INSUL. (R22) - 6 mil VB - 5/8" GWB - 1 1/2 CONC TOPPING - VB - 3/4" PLY (GLUE & NAIL) - STEEL BEAM (SEE SCHEDULE) - 1/2" RESILIENT CHANNEL - 2 LAYERS TYP C 1/2" GWB R19 INSUL 1/2" RS CEDAR PLY W 16 x 31 STL BM BATT INSUL BATT INSUL CONT. 1x4 POPLAR BASE 2 4 2 4 TOP OF PLY 2 8 SIDING TO TERMINATE AT UNDERSIDE OF CEILING DRYWALL. 2 4 2 4 TOP OF PLY 2 4 2 4 - 1x WD SIDING - #15 FELT - 1/2" OSB SHEATHING - 1" RIGID ISOCYN. (R7) - 1/2" OSB SHEATHING - 2x4@16 W/ 3 1/4" FOAM INSUL. (R19) - 6 mil VB - 5/8" GWB EXT.TRASH - 1 1/2 CONC TOPPING - 3/4" T&G PLY (GLUE & NAIL) - 11 7/8 TJI @ 16 OC - R 38 BATT INSUL. - 1/2" RESILIENT CHANNEL - 2 LAYERS 5/8" TYP X GWB (SEE GA FILE NO. FC 5600 IN SHEET A.6.02A) - 1 1/2 CONC TOPPING - 3/4" T&G PLY (GLUE & NAIL) - 6 mil. VB - 11 7/8 TJI @ 16 OC - R 38 BATT INSUL. - 1/2" RESILIENT CHANNEL - 2 LAYERS 5/8" TYP X GWB CONTINUOUS VB STANDARD TRUSS BLOCKING CONT. 1x4 POPLAR BASE (TYP) - 1x WD SIDING - #15 FELT - 1/2" OSB SHEATHING - 1" RIGID ISOCYN. (R7) - 1/2" OSB SHEATHING (OR 5/8" DENSEGLASS @ 1HR FIRE WALL LOCATIONS) - 2x4@16 W/ 3 1/4" FOAM INSUL. (R22) - 6 mil VB - 5/8" GWB - R 19 INSUL - 1 1/2 CONC TOPPING - 3/4" T&G PLY (GLUE & NAIL) - 11 7/8 TJI @ 16 OC - 5 1/2" SOUND BATT - 1/2" RESILIENT CHANNEL - 2 LAYERS 5/8" TYP X GWB - ROOFING (SEE SPEC) - 3/4" T&G PLY (GLUE & NAIL) - 9 1/4 TJI @ 16 OC - 1/2" DUROCK - 1/2" RS CEDAR PLY GRAVEL STOP 1' - 6 " 24 GA COLORED FLASHING WD BLOCKING CONT. 1x4 POPLAR BASE TOP OF PLY 2 4 2 4 2 4 2 4 2 4 2 4 TOP OF PLY - 1x WD SIDING - #15 FELT - 1/2" OSB SHEATHING - 1" RIGID ISOCYN. (R7) - 1/2" OSB SHEATHING - 2x4@16 W/ 3 1/4" FOAM INSUL. (R22) - 6 mil VB - 5/8" GWB 24 GA COLORED FLASHING - 1 1/2 CONC TOPPING - 3/4" T&G PLY (GLUE & NAIL) - 11 7/8 TJI @ 16 OC - 1/2" DUROCK - 1/2" RS CEDAR PLY SEE ARCH R21 INSUL 11 7/8" RIM JOIST CONT. 1x4 POPLAR BASE (HYDROTECH GREEN ROOF SYSTEM-CLASS A. SEE SPEC. AND CERTIFICAITON ON A.6.09)) - 3" GREEN ROOF MATERIAL - TAPERED ROOF INSUL - 3/4" PLY - 11 7/8 TJI @ 16 OC W/ - 5" FOAM - BATT INSUL (R19) - VB - 5/8" GWB 1'-6" - 22 ga. PF FLASHING - 1/2" PLY - 5/8" DENS DECK, ALONG NEIGHBORING (SETBACK) WALL AND BEHIND FASCIA -1/2" RS CEDAR PLY 4 1/2" SETBACK TOP OF PLY 2 4 2 4 2 6 2 6 2 8 2 6 PARAPET EXCEPTIONS PER 2015 IBC 705.11: - SOUTH BUILDINGS: EXCEPTION 2: THE BUILDING HAS AND AREA OF NOT MORE THAT 1,000 SQUARE FEET (93M2) ON ANY FLOOR) -NORTH BUILDING: EXCEPTION 4: ONE-HOUR FIRE-RESISTANCE RATED EXTERIOR WALL THAT TERMINATE AT THE UNDERSIDE OF THE ROOF SHEATHING, DECK OR SLAB, PROVIDED: 4.1. WHERE THE ROOF/CEILING FRAMING ELEMENT ARE PARALLEL TO THE WALLS. 4.2. WHERE THE ROOF/CEILING FRAMING ELEMENTS ARE NOT PARALLEL TO THE WALL. 4.3. OPENINGS IN THE ROOF SHALL NOT BE LOCATED WITHIN 5 FEET OF THE 1-HOUR FIRE-RESISTANCE- RATED EXTERIOR WALL. 4.4. THE ENTIRE BUILDING SHALL BE PROVIDED WITH NOT LESS THAN A CLASS BE ROOF COVERING. - 1 1/2 CONC TOPPING - 3/4" T&G PLY (GLUE & NAIL) - 11 7/8 TJI @ 16 OC - 5 1/2" SOUND BATT - 1/2" RESILIENT CHANNEL - 2 LAYERS 5/8" TYP X GWB (LISTED ASSEMBLY:GA FILE NO. FC 5600, SEE SHEET A.6.02A) TOP OF PLY24 2 4 2 4 2 4 2 4 2 4 2 4 2 4 - 5/8" GWB - 1/2" RESILIENT CHANNEL - 2x4@16 W/ 3 1/2" SOUND BATT - 1" NON COMBUSTIBLE DRAFT STOP - 2x4@16 W/ 3 1/2" SOUND BATT - 1/2" RESILIENT CHANNEL - 5/8" GWB (LISTED ASSEMBLY: GA FILE NO. WP 3812, SEE SHEET A.6.02A) WALL ASSEMBLY AS ABOVE(LISTED ASSEMBLY:GA FILE NO. WP 3812, SEE SHEET A.6.02A) CONT. 1x4 POPLAR BASE (TYP) CONTINUOUS FIRE WALL ASSEMBLY TO CONTINUOUS FLOOR SHEATHING TO CREATE FIRE BARRIER CONTINUOUS FIRE CEILING ASSEMBLY TO CONTINUOUS WALL ASSEMBLY TO CREATE FIRE BARRIER - 3/4" PLY (CONTINUOUS) - 11 7/8 TJI @ 16 OC W/ - 5" FOAM - 6 7/8" INSULATION (R19) - VB - 5/8" GWB - 5/8" GWB - 1/2" QUIET ROCK - 2x4@16 W/ 3 1/2" ROXUL - 1" DRAFT STOP - 2x4@16 W/ 3 1/2" ROXUL - 1/2" QUIET ROCK - 5/8" GWB (SEE GREEN ROOF SYS. SPEC)TOP OF PLY 2 4 2 4 2 4 2 4 SEAL BETWEEN DOUBLE PLATES SEAL BETWEEN PLATE AND SHEATHING SEAL BETWEEN DOUBLE PLATES - 1x WD SIDING - #15 FELT - 1/2" OSB SHEATHING - 1" RIGID ISOCYN. (R7) - 1/2" OSB SHEATHING - 2x4@16 W/ 3 1/4" FOAM INSUL. (R22) - 6 mil VB - 5/8" GWB 24 GA COLORED FLASHING - 1 1/2 CONC TOPPING - 3/4" T&G PLY (GLUE & NAIL) - 11 7/8 TJI @ 16 OC - 5 1/2" SOUND BATT - 1/2" RESILIENT CHANNEL - 2 LAYERS 5/8" TYP X GWB CAULK BLOCKING - 3"- 3 1/2 CONC TOPPING - 3/4" PLY (GLUE & NAIL) - 9 1/4" LVL @ 16 OC - 1/2" SOFFIT 4 1/2" 1'-7" TRIM 4"x4" RAILMESH 4" 4" STEEL TUBE @ RAILING 1 1/2" x 1 1/2" R19 INSUL SETBACK 1'-6" VARIANCE POWDER- COATED RAILING & MESH 2 4 2 4 TOP OF PLY 2 12 2 4 2 4 2 12 - 3"- 3 1/2 CONC TOPPING - DRAINAGE MAT - 3/4" PLY (GLUE & NAIL) - 9 1/4" LVL @ 16 OC - 1/2" DUROCK - 1/2" RS CEDAR PLY TRIM 4"x4" RAILMESH 4" 4" STEEL TUBE @ RAILING 1 1/2" x 1 1/2" POWDER- COATED RAILING & MESH 3' - 0 " ? CONNECTION & SPACER?? 3 1 / 4 " 3" 3" - 1x WD SIDING - #15 FELT - 1/2" OSB SHEATHING - 1" RIGID ISOCYN. (R7) - 1/2" OSB SHEATHING (OR 5/8" DENSEGLASS @ 1HR FIRE WALL LOCATIONS) - 2x4@16 W/ 3 1/4" FOAM INSUL. (R22) - 6 mil VB - 5/8" GWB - 1 1/2 CONC TOPPING - 3/4" T&G PLY (GLUE & NAIL) - 11 7/8 TJI @ 16 OC - 1/2" RESILIENT CHANNEL - 2 LAYERS 1/2" TYP C GWB W16x31 2 4 2 4 2 6 2 4 2 4 2 6 TOP OF PLY 2 4 2 4 TOP OF PLY - 1x WD SIDING - #15 FELT - 1/2" OSB SHEATHING - 1" RIGID ISOCYN. (R7) - 1/2" OSB SHEATHING (OR 5/8" DENSEGLASS @ 1HR FIRE WALL LOCATIONS) - 2x4@16 W/ 3 1/4" FOAM INSUL. (R22) - 6 mil VB - 5/8" GWB - 1 1/2 CONC TOPPING - 3/4" T&G PLY (GLUE & NAIL) - 11 7/8 TJI @ 16 OC - 5 1/2" SOUND BATT - 1/2" DUROCK - 1 LAYER 1/2" RS CEDAR PLY 3 1/4" x 11 7/8" PSL PERIMETER FLEXIBLE FLASHING - 3" DECK SLAB - 3/4" T&G PLY (GLUE & NAIL) - 9 1/4" LVL TJI @ 16 OC w/ - 5" FOAM INSUL R35 - 5 1/2" R 19 INSUL R19 - 7/8" DUROCK - 1 LAYER 1/2" RS CEDAR PLY R19 INSUL 3/ 4 " SCALE: 1" = 1'-0"13 TYP EXT WALL @ ? SCALE: 1" = 1'-0"14 TYP EXT WALL @ ? SCALE: 1" = 1'-0"15 TYP EXT WALL @ TRASH STORAGE SCALE: 1" = 1'-0"16 DETAIL @ ENTRY ROOF SCALE: 1" = 1'-0"17 DETAIL @ PARKING SCALE: 1" = 1'-0"18 DETAIL @ ROOF EDGE SCALE: 1" = 1'-0"19 DETAIL @ PARTY WALL SCALE: 1" = 1'-0"20 DETAIL PARTY WALL @ ROOF SCALE: 1" = 1'-0"21 DETAIL @ ENCROACHMENT SCALE: 1" = 1'-0"22 RAILING DETAIL SCALE: 1" = 1'-0"23 TYP EXTERIOR WALL SCALE: 1" = 1'-0"24 DETAIL @ DECK TO FLOOR 07/25/2019 Projection is within 5' of property line and is combustible, requiring 1 hour fire rating (2015 IBC 705.2.3). A single layer of 5/8" type x gyp on the underside provides 40min (2015 IBC 722.6.2). Provide a second layer or a listed assembly demonstrating compliance (or one of the other options of 722.6.2 or 1406.3). Parapet exception #2 does not apply as all of the buildings are considered as a single "building" for building code purposes (2015 503.1.2) and each floor exceeds 1000 sqft. Considering them as separate buildings would require a fire wall (706) to separate them. Parapet exception #4 requires the exterior walls to terminate at the underside of the roof sheathing (currently they terminate at the underside of the roof joists). There are also fire rating requirements for the roof/ceiling assembly (4.1 and 4.2) that are not addressed. What's this L shape? Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.6.02A 7/25/19 ARCHITECTU RAL DETAILS DATE KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 11/22/18 03/05/19 07/01/19 - 3"- 3 1/2 CONC TOPPING - 3/4" PLY (GLUE & NAIL) - 9 1/4" LVL @ 16 OC - 1/2" SOFFIT - 1 1/2 CONC TOPPING - 3/4" T&G PLY (GLUE & NAIL) - 11 7/8 TJI @ 16 OC - 5 1/2" SOUND BATT - 1/2" RESILIENT CHANNEL - 2 LAYERS 5/8" TYP X GWB FIRE ASSEMBLY WALL SHEATHING TO FLOOR SHEATHING DRYWALL SEALED TO PLATE SUBFLOOR SEALED TO JOIST R VALUE:35 2 4 EXTERIOR EXTERIORINTERIOR INTERIOR GASKET SILLPLATE TO FOUNDATION SPRAY FOAM ALL CAVITIES DRYWALL SEALED TO SECOND PLATE SPRAY FOAM RIM JOIST DRYWALL SEALED TO BOTTOM PLATE BOTTOM PLATE SEALED TO SUBFLOOR SPRAY FOAM ALL CAVITIES SEAL BETWEEN DOUBLE PLATES SPRAY FOAM HARD TO REACH CAVITIES BEFORE THEY ARE CLOSED SUBFLOOR SEALED TO RIM JOIST CLOSURE DRYWALL SEALED TO TOP PLATE RIM JOIST SEALED TO TOP PLATE EXTEND SHEATHING PAST PLATE AND SEAL TO FOUNDATION T.O. F.F. @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. SLAB @ BASEMENT 89'-8" GRID 1H EXTERIOR WALL FIRE ASSEMBLY. SEE ASSEMBLY @ A1.14B DRYWALL SEALED TO SECOND PLATE DRYWALL SEALED TO TOP PLATE RIM JOIST SEALED TO TOP PLATE SPRAY FOAM RIM JOIST DRYWALL SEALED TO BOTTOM PLATE BOTTOM PLATE SEALED TO SUBFLOORSUBFLOOR SEALED TO RIM JOIST CLOSURE EXTEND SHEATHING PAST PLATE AND SEAL TO FOUNDATION GASKET SILLPLATE TO FOUNDATION 1H EXTERIOR WALL FIRE ASSEMBLY. SEE ASSEMBLY @ A1.14B 1H EXTERIOR FIRE ASSEMBLY. SEE ASSEMBLY @ A1.14B METAL FLASHING SEALED WITH CAULK CRAWL SPACE * SEE STRUCTURAL FOR HEIGHT CRAWL SPACE * SEE STRUCTURAL FOR HEIGHT WALKWAY EXTERIOR INTERIORINTERIOR EXTERIOR INTERIORINTERIOR T.O. F.F. @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. SLAB @ BASEMENT 89'-8" SCALE: 1" = 1'-0"2 FLOOR-DECK DETAIL SCALE: 3/4" = 1'-0"1 AIR SEALING DETAIL SCALE: 3/4" = 1'-0"3 ENTRY WALKWAY 07/25/2019 The walkway at this location is an exit passageway which must be constructed as a fire barrier. Fire barriers require the 1 hour fire rated wall assembly to be continuous to the underside of the floor sheathing above. This means the wall framing and the membrane on either side must be continuous to the underside of the floor sheathing above without interruption or penetration by the floor joists above (2015 IBC 707.5). A couple of options you could consider: APA rim board assembly per APA publication D350. City of Aspen policy will not allow the use of the ceiling to contribute to the rating. https://www.apawood.org/publication-search?q=d 350&tid=1 Or there are joist hangers listed for installation over drywall. Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.6.03 7/25/19 STAIR DETAIL: EXTERIOR DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 2728293031323334 DN UP DN 3536373839404142 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 D05 W/D W/ D W/ D C C 1 1 2 1 2 3'-8 1/2"13'-9" (15 TREADS @ 1')1'-0" 3' - 6 " 2" 3' - 2 " 2" 3'-2 1/2" 3'-8 1/2"13'-9"(15 TREADS @ 1')3'-8" 1'-0" 3' - 3 " 3' - 1 0 " 6" 3' - 2 " 2" 4'-5" 4' - 5 " T GYP.109'-4" T PLY109'-2 1/2" T. FF109'-2 1/2" T. FF 118'-8" BATH ENTRY ENTRY ENTRY ENTRY SECOND LEVEL THIRD LEVEL UTILITY DECK E E 3 54 192018 DN UP 17 16 15 14 212223242526 W/ D W/ D C C 1 1 1 1 2 2 3' - 4 1 / 4 " 4 3 / 4 " 3' - 4 1 / 4 " 1'-0"3'-6" 3' - 4 1 / 4 " 3'-8" 7' - 1 " 2" T. SLAB89'-8" T. FF 100'-0" UNIT STORAGE HALLWAY LAUNDRY LOWER LEVEL GROUND LEVEL NOTE: 18 RISERS TO GROUND FLOOR 1 2 3 4 56789101112 UP 131415161718 E E 3 54 SCALE: 3/8" = 1'-0"1 EXTERIOR STAIR - FLOOR PLANS 07/25/2019 Handrails required on both sides of all stairs and extensions are required at top and bottom of stairs. Revise stair plans and details. 2015 IBC 1011.11, 1014.6. Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.6.04 7/25/19 STAIR DETAIL: EXTERIOR DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 40 41 42 43 44 45 46 47 48 49 50 39 2 A.6.04 1 A.6.04 1 A.6.04 3 A.6.04 5'-0"2'-10" 10 ' - 4 " 18 R I S E R S @ 6 7 / 8 " e a 9' - 4 " 16 R I S E R S @ 7 " 9' - 4 " 16 R I S E R S @ 7 " 2' - 3 1 / 2 " 8' - 0 1 / 2 " 7" 7" 10 ' - 4 " 18 R I S E R S @ 6 7 / 8 " e a 9' - 4 " 16 R I S E R S @ 7 " 9' - 4 " 16 R I S E R S @ 7 " 2' - 3 1 / 2 " 8' - 0 1 / 2 " UNIT 101 UNIT 201 UNIT 301 STORAGESTORAGE UNIT 103 UNIT 203 STORAGE E CD345 UNIT 102 T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. SLAB BASEMENT 89'-8" TOP F.F. @ THIRD LEVEL 118'-8" TOP PLY @ FLAT ROOF 127'-10 1/2" 4" SEE PLAN - 3"- 3 1/2 CONC TOPPING - DRAINAGE MAT - 3/4" PLY (GLUE & NAIL) - 9 1/4" LVL @ 16 OC - 1/2" DUROCK - 1/2" RS CEDAR PLY 4"x4" MESH 1"x2" RAIL POST (TYP) SEE PLAN 1" 1" 11" 7" 1/4 (TYP) TOP OF SLAB NOSING RI S E TREAD 3' - 0 " 4" 2" 1 " 2 3 / 4 " L 1/2 x 1/2" x 0'-10 1/2" WELD TO STRINGER 11" 1" 7" EXPANDED STEEL TREAD WELD TO L SUPPORT STEEL CHANNELSTRINGER 4" X 4" METAL MESH, TACK WELDED TO 1" METAL FRAME 1" X 2" RAIL POST 2" X 1" HANDRAIL 1/4" STEEL ROD 3 A.6.04 1/4 (TYP) 4" 1" 1" 2" 1" 2" R=0.01" 1 3/4" 1/2" 1/4 (TYP) L 1/2 x 1/2" x 0'-10 1/2" WELD TO STRINGER EXPANDED STEEL TREAD WELD TO L SUPPORT STEEL CHANNEL STRINGER 1"x2" STEEL RAILING TYPICAL TREAD (BEYOND) 1/4" STEEL ROD 1"x2" HAND RAIL (6" PERIMETER PER 2015 IBC 1014.3.1) 4"X"4 METAL MESH MOUNTED ON 1" STEEL "U" CHANNEL SCALE: 3/8" = 1'-0"1 STAIR SECTION 1-1 SCALE: 1" = 1'-0" 1 STAIR DETAIL 1 A.6.04 SCALE: 1 1/2"= 1'-0" 1 STAIR DETAIL 2 A.6.04 SCALE: 1 1/2"= 1'-0" 1 STAIR DETAIL 3 A.6.04 07/25/2019 The thickness of the newel posts interrupts the grasp-ability of the handrail. Need a minimum of 5/16" from outside edge of handrail to edge of newel post. 2015 IBC 1014.3.2. Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.6.05 7/25/19 STAIR DETAIL: UNIT 102 DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 W/D 9' - 4 " 15 R I S E R S @ 7 7 / 1 6 " 3'-1"11"11"11"11"11"1'-0" 3' - 0 " 3'-1"11"11"11"11"11"11"3'-3" 11'-10" 7 7 / 1 6 " 6' - 1 0 3 / 8 " 7 7 / 1 6 " 3' - 0 " 4 3 / 4 " 6' - 6 " 0 5 / 8 " 0 5 / 8 " 6' - 6 " 3' - 0 " 4 3 / 4 " 3' - 0 " 0 5 / 8 " 0 5 / 8 " 9' - 4 " 15 R I S E R S @ 7 7 / 1 6 " 3' - 0 " WOOD TREAD+RISER ON FRAMED STRINGER 1"x2" WOOD HANDRAIL ON WALL BRACKETS 1"x2" WOOD HANDRAIL ON WALL BRACKETS 1"x2" WOOD HANDRAIL ON WALL BRACKETS UP HALLWAY CLOSET 1 DN POWDER 1 2345678 2345678 9 151413121110 2 3 4 5 6 7 8 10 9 11 12 13 14 15 1 SECOND LEVEL GROUND LEVEL SECTION 1-1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 SECTION 1-1' 5 D 5 5 D 1 D 2 2 T.O. F.F @ GROUND LEVEL 100'-0" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F. @ SECOND LEVEL 109'-4" T.O. F.F @ GROUND LEVEL 100'-0" STORAGE UNDER FRAMED LANDING SCALE: 3/8" = 1'-0"1 STAIR -UNIT 102 07/25/2019 Handrail must return. 2015 IBC 1014.6. Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.6.06 7/25/19 ADA BATHROOM DETAILS DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 11'-3" 1'-4" 1' - 3 " MA X . 4' - 0 " MA X . 2'-0"4"MAX.1'-0"2'-0" 3'-0" MIN. 4' - 0 " 3'-4" 2' - 0 " 2'-6" 5' - 9 3 / 4 " 34 " - 3 6 " 33 " - 3 6 " 2'-6" 4' - 0 " 4' - 0 " 2'-6" 33 " - 3 6 " 3" - 6 " 1' - 6 " MI N . 2'-0"4"MAX. 32" CLEARANCE 2'-8" 1'-4"1'-3"2'-9" 33 " - 3 6 " 3" - 6 " 1' - 6 " MI N . 2'-2" 5'-0" 4' - 8 " 8" 2' - 1 0 " 8" 2' - 3 " 11" 9" 2' - 1 0 " 9" 2' - 3 " ADA CABINET FOR FORWARD APPROACH. HEIGHT 34" ADA CABINET FOR FORWARD APPROACH ADA CABINET FOR FORWARD APPROACH BLOCKING ON WALL (FOR FUTURE GRAB BAR INSTALLATION ) FLOOR CLEARANCE 2 4 1 3 ELEVATION 1 ELEVATION 2 ELEVATION 3 ELEVATION 4 FLOOR PLAN (BATH 2 - ADA TYPE B) KEY: FLOOR CLEARANCE (30"x48" OUTSIDE OF DOOR SWING) TILE FLOOR DIMENSION NOTES: * ALL DIMENSIONS ARE REQUIRED FROM FINISHED SURFACES. * NOTES: * LAVATORY HEIGHT TO BE 34" IN THIS BATHROOM. 8' - 0 1 / 4 " 1'-6" 4'-3 3/4"(48" MIN.) 3' - 0 " 1'-6" 1'-10"1'-2" 4'-0" 2' - 6 " 2' - 0 " 3'-2" 3' - 0 1 / 4 " 2'-0" 3'-2" 2'-0" 34 " - 3 6 " 34 " - 3 6 " 34 " - 3 6 " 4' - 8 " 4'-0" 2'-10"DOOR CLEARANCE 3'-0" 3'-0" 4'-3 3/4" 2' - 1 0 " AD A 2' - 1 0 " AD A 34 " - 3 6 " 3" - 6 " 1' - 6 " 4"MAX 39"-41" 34 " - 3 6 " 39 " - 4 1 " 18 " M I N . PERPENDICULAR SHOWER APPROACH KOHLER CHOREOGRAPH SHOWER PANEL: WHITE SHOWER CURTAIN ROD KOHLER CHOREOGRAPH SHOWER PANEL: WHITE SHOWER CURTAIN ROD KOHLER CHOREOGRAPH SHOWER PANEL: WHITE SHOWER CURTAIN ROD VANITY MAXIMUM HEIGHT 34" BLOCKING FOR GRAB BAR 2 4 1 3 ELEVATION 1 ELEVATION 2 ELEVATION 4ELEVATION 3 CL CL CL CL 30" X 48" BLOCKING ON WALL (FOR FUTURE GRAB BAR INSTALLATION ) FLOOR CLEARANCE FLOOR PLAN (BATH - ADA TYPE B) KEY: FLOOR CLEARANCE (30"x48" OUTSIDE OF DOOR SWING) DIMENSION NOTES: * ALL DIMENSIONS ARE REQUIRED FROM FINISHED SURFACES. * 56" X 48" NOTES: * LAVATORY HEIGHT TO BE 34" IN THIS BATHROOM. Features•60"L x 30-1/4"W x 14"H•Our most popular bath•Integral apron for quick installation•Constructed KOHLER® Cast Iron•Designed for one-person bathing Recommended Accessories K-1491 Bath/Whirlpool Pillow K-1601 Bath/Whirlpool Footstop K-7213 27" Cable Bath Drain K-7214 27" Cable Bath Drain K-702200-G54 Frameless Sliding Bath Door K-702200-G73 Frameless Sliding Bath Door K-702200-L Frameless Sliding Bath Door K-702205-L Frameless Sliding Bath Door Codes/StandardsK-706000-D3 Frameless Sliding Bath Door ASME A112.19.1/CSA B45.2K-706000-L Frameless Sliding Bath Door ASTM F462K-706003-L Frameless Sliding Bath Door ADAK-706004-D3 Frameless Sliding Bath Door ICC/ANSI A117.1K-706004-L Frameless Sliding Bath Door K-706007-L Frameless Sliding Bath Door K-7160-TF Bath Drain KOHLER® Enameled Cast Iron Bath and Shower Base Lifetime Limited Warranty See website for detailed warranty information. Available Color/Finishes Color tiles intended for reference only. DescriptionCodeColor White0 Biscuit96 Almond47 1-800-4KOHLER (1-800-456-4537) Kohler Co. reserves the right to make revisions without notice to product specifications. For the most current Specification Sheet, go to www.kohler.com. 12-4-2018 15:04 - US/CA/MX Villager® 5' Bath K-716 60" (1524 mm) NotesTechnical Information Measure your actual product for rough-in details.All product dimensions are nominal.Install this product according to the installation instructions.3-Wall AlcoveInstallation: RightDrain location:The hot water supply should be 70% of the capacity of the bath or greater. Installations will vary. 45" x 22" (1143 mm x 559 mm)Basin area, bottom: 55" x 24" (1397 mm x 610 mm)Basin area, top: 316 lbs (143.3 kg)Weight:ADA compliant when installed to the specific requirements of these regulations.49 lbs/ft² (239.2 kg/m²)Minimum floor load: 8-5/8" (219 mm)Water depth: 33 gal (124.9 L)Water capacity: 2-1/2" (64 mm)Minimum flat for door: 1-800-4KOHLER (1-800-456-4537) Kohler Co. reserves the right to make revisions without notice to product specifications. For the most current Specification Sheet, go to www.kohler.com. 12-4-2018 15:04 - US/CA/MX Villager® 5' Bath K-716 Submitted Model No.: Specific Features: Delta reserves the right (1) to make changes in specifications and materials, and (2) to change or discontinue models, both without notice or obligation. Dimensions are for reference only. See current full-line price book or www.deltafaucet.com for finish options and product availability. Delta Faucet Company 55 E. 111th Street, Indianapolis, IN 46280 350 South Edgeware Road, St. Thomas, ON N5P 4L1 © 2017 Delta Faucet Company DSP-L-B2510LF Rev. E LAVATORY FAUCET ■Two Handle Deck Mount STANDARD SPECIFICATIONS: • Maximum 1.2 gpm @ 60 psi, 4.5 L/min @ 414 kPa • Three hole mount • 1/4 turn handle stops • Hot and cold stems are interchangeable • Lever handle control mechanism is a rotating cylinder type with stainless steel plate and 90° rotating with replaceable non-metallic seats WARRANTY: • Lifetime limited warranty on parts (other than electronic parts and batteries) and finishes: or, for commercial users, for 5 years from date of purchase. • 5 year limited warranty on electronic parts (other than batteries); or, for commercial users, for 1 year from the date of purchase. No warranty is provided on batteries. Certified byCSA Group COMPLIES WITH: • ASME A112.18.1 / CSA B125.1 • ASME A112.18.2 / CSA B125.2 Indicates compliance to ICC/ANSI A117.1 • EPA WaterSense® • Verified compliant with 0.25% weighted average Pb content regulations B2510LF▲B2510LF-PPU▲ ▲Designate proper finish suffix 1 7/8" (48 mm) 2 1/2" (64 mm) 1 1/4" (32 mm) Max. Deck Thickness 4 5/16" (110 mm) Min. 2 1/2" (64 mm) Clearance to Back Splash Recommended 1/2"-14 NPSM 4" (102 mm) 2x 1 1/8" to 1 1/2" (29 mm to 38 mm) hole size 3 3/4" (95 mm) 6" (152 mm) 2 1/4" (57 mm) 3 3/4" (95 mm) 4 5/8" (118 mm) 3 1/2" (89 mm) 21 /8"(54 mm)Dia. 11 /4"(32 mm)Dia. 13 /8" (35 mm) Dia. 15 /8" (42 mm)to 23 /8" (61 mm) 2 1/8" (54 mm) Dia. 3 1/2" (89 mm) 4 7/8" (124 mm) 1 1/4" (32 mm) Dia. 1 5/8" (42 mm) to 2 3/8" (61 mm) 7-5/16" NotesTechnical Information Install this product according to the installation instructions.All product dimensions are nominal. Under-mountInstallation:Countertop manufacturer or cutter must use the cut-out template provided with the product, or aLength: 17-5/8" (448 mm) Width: 13-1/8" (334 mm) Bowl area: current one provided by Kohler Co. (callBowl depth: 5-5/16" (135 mm) Water depth: 3-5/8" (93 mm)1-800-43-FOCUS). Kohler Co. is not responsible for cut-out errors when the incorrect cut-out template is used.1-3/4" (44 mm)Drain hole: 1281904-7, not required, not includedTemplate:ADA compliant when installed to the specific requirements of these regulations. 1-800-4KOHLER (1-800-456-4537) Kohler Co. reserves the right to make revisions without notice to product specifications. For the most current Specification Sheet, go to www.kohler.com. 1-11-2019 10:56 - US/CA/MX Caxton® Rectangle Under-mount Bathroom Sink K-20000 Submitted Model No.: ____________________________________________ Specific Features: _______________________________________________ BT13010▲BT13210▲BT13410▲ 7"(178 mm) 2 3/4" (70 mm) 2 3/8" (60 mm) 3 1/2" (89 mm) Face of plasterguard should be flush with finish wall line 8" (203 mm)min.18" (457 mm)max. TUB AND SHOWER FAUCET TRIM ■ Foundations® Bath Collection ■ Valve Only (BT13010 Series) ■ Shower Only (BT13210 Series) ■ Tub/Shower (BT13410 Series) STANDARD SPECIFICATIONS • Maintains a balanced pressure of hot and cold water even when a valve is turned on or off elsewhere in the system. • For use with MultiChoice® Universal rough valve body. (R10000 Series) • Back-to-back installation capability. • Solid brass forged body. • Temperature only controlled with handle. • Field adjustable means to limit handle rotation into hot water zone. • 120° - maximum handle rotation. • All parts replaceable from the front of the valve. • 1/2" -14 threaded tub spout. • Stem extension kit RP77991 can be ordered to allow for an additional 1 3/4" wall thickness. RP77991 ships with chrome escutcheon screws. For special finishes also order RP12630 escutcheon screws in desired finish. 0 1 2 3 4 5 0102030405060708090 Pressure (PSI) Fl o w ( U . S . G a l l o n s P e r M i n u t e ) 6 069 138 207 276 345 414 483 552 621 0 3.8 7.6 11.4 15.1 18.9 22.7 Pressure (kPa) Fl o w ( L i t e r s P e r M i n u t e ) 1.75 GPM Showerhead 7 26.5 Tub Filler 30.3 34.1 8 9 COMPLIES WITH • ASME A112.18.1 / CSA B125.1 • ASSE 1016 Indicates compliance to ICC/ANSI A117.1 - Valve control only• EPA WaterSense® Delta reserves the right (1) to make changes in specifications and materials, and (2) to change or discontinue models, both without notice or obligation. Dimensions are for reference only. See current full-line price book or www.deltafaucet.com for finish options and product availability. DSP-B-BT13010 Rev. G 2"(51 mm) 2 7/8"(73 mm) RP44809▲ 1.75 Showerhead RP61357▲RP62149▲ WARRANTY • Lifetime limited warranty on parts (other than electronic parts and batteries) and finishes: or, for commercial users, for 5 years from date of purchase. • 5 year limited warranty on electronic parts (other than batteries); or, for commercial users, for 1 year from the date of purchase. No warranty is provided on batteries. 2 15/32"(63 mm)2 15/32"(63 mm) 2 3/8"(60 mm) Full Spray C/L Supply Lines Supply 5 13/32"(137 mm) 5 1/4"(133 mm) ▲ Designate proper finish suffix FEATURES: • Monitor® 13 Series pressure balanced bath mixing valve trim RP77991 Available Extension Kit Delta Faucet Company 55 E. 111th Street, Indianapolis, IN 46280 350 South Edgeware Road, St. Thomas, ON N5P 4L1 © 2017 Delta Faucet Company Turner Dual Flush Toilet C41908D▲ ® Technical Information Fixture configuratio Two-piece, round front Water per flus 1.6 gpf (6.0 lpf) / 1.1 gpf (4.1 lpf) Passageway 2" (51 mm) Water area 10" X 8" (253 mm x 202 mm) Seat post hole centers 5 1/2" (140 mm) Included: Tank RP91467▲ Tank Cover (Less Flush Button) RP91470▲ Flush Button Assembly RP91469▲ Mounting Hardware – Bowl to floo RP71146 Mounting Hardware – Tank to bowl RP72471 Seat Assembly RP92085▲ STANDARD SPECIFICATIONS: • Vitreous China. • 27 1/2" (698 mm) in length, 18" (457mm) in width, 31 1/8" (790 mm) in height. • Round front bowl with chair height design (16 1/2" to top of the bowl). •12" (305 mm) rough-in. • Dual/High Eff iciency Toilet (HET) Flush System. • 3" f lush valve • 2" (51mm) fully glazed trapway. • SmartFit TM tank-to-bowl connection with tool for installation • Includes polished chrome trip lever. • Delta toilet kit includes the tank, bowl, toilet seat, mounting hardware, wax ring and SmartFit TM Multi-Tool. No additional tool required. WARRANTY • Chinaware parts warranted to original consumer purchaser. • 1 year warranty on mechanical components, f ill valve, f lush valve, f lush lever handle, and mounting bolts will apply. • The toilet seat & lid will have a 1 year warranty. DSP-S-C41908D Rev. B Installation Notes • Install this product according to the installation guide. • This model complies with the American Disabilities Act (ADA) when installed per the requirements of the Accessibility Guidelines, Section 604 Water Closets, of the Act, which includes the installation of an open front seat (not included). • This model complies with CSA B651 when installed per Clause 4.3.6 of the standard. C41908D▲ ▲ Designate proper finish suffix COMPLIES WITH • ADA • ASME A112.19.2 / CSA B45.1 • ASME A112.19.14 • ASME A112.19.5 • ICC / ANSI A117.1 • EPA WaterSense® High Ef iciency Toilet • CalGreen Delta Faucet Company 55 E. 111th Street, Indianapolis, IN 46280 350 South Edgeware Road, St. Thomas, Ontario Canada N5P 4L1 © 2017 Delta Faucet Company USA / Canada: 1-855-345-1345 www. deltatoilet.com Round Front Bowl Submitted Model No.: Top down view Left view Front view Foot Print Specific Features: ▲ Designate proper finish suffix DSP-S-C41908D Rev. B Delta reserves the right (1) to make changes in specifications and materials, and (2) to change or discontinue models, both without notice or obligation. Dimensions are for reference only. See full-line pricebook or www.deltatoilet.com for finish options and product availabilit . 1" (25mm) 5 1/2"(140 mm) C/L of Seat Post Holes Centers Clearance to Back Wall Recommended 15/16"-14UNS-1 Thread 16 1/2" (420 mm) 21" (533 mm) 14 3/8" (364 mm) 5 7/8" (149 mm) 5" (127 mm) Typical Range For Existing Supply 3/8" NPT Supply C/L of Outlet 12" (305 mm) 5 5/8"-6 3/8" (142-163 mm) Mounting Hole 16 1/2" (419 mm) 31 1/8" (790 mm) 8" (204 mm) 8" (204 mm) 9 7/8" (250 mm) C41908D▲ 18" (457 mm) 27 1/2" (698 mm) 8 3/4" (223 mm) C/L of Outlet Turner Dual Flush Toilet C41908D▲ ® Submitted Model No.: Specific Features: Delta reserves the right (1) to make changes in specifications and materials, and (2) to change or discontinue models, both without notice or obligation. Dimensions are for reference only. See current full-line price book or www.deltafaucet.com for finish options and product availability. Delta Faucet Company 55 E. 111th Street, Indianapolis, IN 46280350 South Edgeware Road, St. Thomas, ON N5P 4L1 © 2017 Delta Faucet Company DSP-L-B2510LF Rev. E LAVATORY FAUCET ■Two Handle Deck Mount STANDARD SPECIFICATIONS: • Maximum 1.2 gpm @ 60 psi, 4.5 L/min @ 414 kPa • Three hole mount • 1/4 turn handle stops • Hot and cold stems are interchangeable • Lever handle control mechanism is a rotating cylinder type with stainless steel plate and 90° rotating with replaceable non-metallic seats WARRANTY: • Lifetime limited warranty on parts (other than electronic parts and batteries) and finishes: or, for commercial users, for 5 years from date of purchase. • 5 year limited warranty on electronic parts (other than batteries); or, for commercial users, for 1 year from the date of purchase. No warranty is provided on batteries. Certified byCSA Group COMPLIES WITH: • ASME A112.18.1 / CSA B125.1 • ASME A112.18.2 / CSA B125.2 Indicates compliance to ICC/ANSI A117.1 • EPA WaterSense® • Verified compliant with 0.25% weighted average Pb content regulations B2510LF▲B2510LF-PPU▲ ▲Designate proper finish suffix 1 7/8" (48 mm) 2 1/2" (64 mm) 1 1/4" (32 mm) Max. Deck Thickness 4 5/16" (110 mm) Min. 2 1/2" (64 mm) Clearance to Back Splash Recommended 1/2"-14 NPSM 4" (102 mm) 2x 1 1/8" to 1 1/2" (29 mm to 38 mm) hole size 3 3/4" (95 mm) 6" (152 mm) 2 1/4" (57 mm) 3 3/4" (95 mm) 4 5/8" (118 mm) 3 1/2"(89 mm) 21 /8"(54 mm) Dia. 11 /4"(32 mm) Dia. 13 /8" (35 mm) Dia. 15 /8"(42 mm) to 23 /8" (61 mm) 2 1/8" (54 mm) Dia. 3 1/2" (89 mm) 4 7/8" (124 mm) 1 1/4" (32 mm) Dia. 1 5/8" (42 mm) to 2 3/8" (61 mm) SCALE: 1/2" = 1'-0"1 UNIT 103-BATH 2 (TYPE B) SCALE: 1/2" = 1'-0"2 UNIT 101-BATH (TYPE B) 2 BAT_ TUB KOHLER K-716 2 DELTA FAUCET_DSP-L-B2510LF Rev E 2 DELTA FOUNDATIONS MONITRO 13-SHOER 2 DELTA TOILET - TURNER 2 DELTA FAUCET_DSP-L-B2510LF Rev E 07/25/2019 Revise to show "Type B Option B" Lavatory may encroach on clearspace of the watercloset provided that there is 33" of clearspace remaining. See ICC/A117.1-2009 section 1004.11.3.1.2.2.4. You could provide larger vanities if you choose. Although not required explicitly, the intent of the code is to provide vanity counter top space equivalent to the non-accessible units. (ICC/A117.1-2009 section 1002.11.2.1) If the lavatory sink is 24" off the finished side wall, you can switch to a parallel approach clear space which would allow a more standard vanity cabinet. Although not required explicitly, the intent of the code is to provide vanity counter top space equivalent to the non-accessible units. (ICC/A117.1-2009 section 1002.11.2.1) Blocking for side wall grab bar must extend 54" minimum from back of watercloset. ICC/A117.1-2009 section 604.5.1. Bathtubs require blocking for two parallel grab bars along the side wall. One at 9" above tub, the other at 33-36" above floor. ICC/A117.1-2009 section 607.4.2. Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.6.07 7/25/19 ADA KITCHEN DETAILS DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 F DW RG 3' - 0 " 1' - 6 " 3' - 6 1 / 4 " 7'-0 3/4" 9' - 5 " 1' - 4 " 1' - 0 " 1' - 4 " 4' - 1 " 3' - 0 " 3' - 0 " 1' - 6 " 3' - 6 1 / 4 " 3' - 0 " 1' - 6 " 3' - 6 1 / 4 " 5' - 9 " 2' - 4 " 1' - 1 0 " 4' - 6 " 50 % O F F R E E Z E R T O B E B E L O W 5 4 " 2' - 0 " 2' - 0 " 1' - 0 " 2' - 9 " 7'-0 3/4"4'-1 1/2"1'-0"7'-6"2'-0" 2'-9"2'-0" 1'-7 1/2" 3'-2" 1'-7 1/2" 5'-10" ALLOW REFRIGERATOR DOOR TO SWING OPEN 180 DEGREES DINING 1 3 2 KITCHEN 101-FLOOR PLAN KITCHEN 101-ELEVATION 1 KITCHEN 101-ELEVATION 2 KITCHEN 101-ELEVATION 3 FLOOR CLEARANCE (5' DIAMETER) KEY: 30"X48" FLOOR CLEAR SPACE SINK FLOOR CLEARANCE (30"x48") RANGE FLOOR CLEARANCE (30"x48") FRIDGE FLOOR CLEARANCE (30"x48") DIMENSION NOTES: * ALL DIMENSIONS ARE REQUIRED FROM FINISHED SURFACES. * RG F DW 6' - 1 1 " 1' - 0 " 3' - 5 " 2' - 6 " 2'-0" 9'-3 1/2" 3'-4 1/2"2'-6"3'-5" 2'-0"5'-3 1/2" 2' - 0 " 4' - 1 1 " 1' - 6 " 2' - 6 " 3' - 0 " 1' - 6 " 3' - 7 1 / 4 " 3' - 0 " 1' - 6 " 3' - 7 1 / 4 " 3' - 0 1 / 2 " KITCHEN KITCHEN 102-FLOOR PLAN KITCHEN 102-ELEVATION 1 KITCHEN 102-ELEVATION 2 KITCHEN 102-ELEVATION 3 2 4 1 3 F DW 7' - 2 7 / 8 " 2' - 6 " 4' - 8 7 / 8 " 1' - 0 " 2'-4" 1'-0" 9'-10" 1'-10 1/4"5'-7 3/4"2'-0" 4' - 6 " 50 % O F F R E E Z E R T O B E B E L O W 5 4 " 7' - 4 " 7' - 2 7 / 8 " 5'-0" 3' - 0 " 2' - 0 " 3' - 0 " 1' - 6 " 3' - 0 " 1' - 6 " 3' - 0 " 2' - 1 " 5'-3 3/4" ALLOW REFRIGERATOR DOOR TO SWING OPEN 180 DEGREES 5' DIAMETER CIRCULATION KITCHEN 103 (ADA)-FLOOR PLAN KITCHEN 103 (ADA)-ELEVATION 1 KITCHEN 103-ELEVATION 2 KITCHEN 103-ELEVATION 3 2 1 3 FLOOR CLEARANCE (5' DIAMETER KEY: FLOOR CLEARANCE (30"x48") 30"X48" FLOOR CLEAR SPACE SINK FLOOR CLEARANCE (30"x48") RANGE FLOOR CLEARANCE (30"x48") FRIDGE FLOOR CLEARANCE (30"x48") DIMENSION NOTES: * ALL DIMENSIONS ARE REQUIRED FROM FINISHED SURFACES. * RG W D D W 2' - 3 " 2'-7"4'-0" 2' - 6 " 2' - 6 " 2' - 3 " 2'-7"4'-0" 4' - 0 " 2' - 7 " 2'-3"2'-3" 4' - 0 " 2' - 7 " 2'-6"2'-6" WHIRLPOOL DRYER-ELECTRIC (WED5620HW): FRONT LOADING WHIRLPOOL WASHER (WFW5620HW): FRONT LOADING WHIRLPOOL DRYER-ELECTRIC (WED5620HW): FRONT LOADING WHIRLPOOL WASHER (WFW5620HW): FRONT LOADING HALL UNIT 101 - LAUNDRY UNIT 103 - LAUNDRY HALL SCALE: 1/2" = 1'-0"1 101-KITCHEN (ADA) SCALE: 1/2" = 1'-0"2 102-KITCHEN SCALE: 1/2" = 1'-0"3 103-KITCHEN (ADA) SCALE: 1/2" = 1'-0"4 ADA LAUNDRY (101+103) NOTES: TOP FREEZER REFRIGERATOR ADA REQUIREMENTS: -100% of the fresh food space below 54 inches - 50% of the freezer space below 54 inches - Controls must: - Be below 54 inches - Be operable with one hand and not require tight grasping, pinching or twisting of the wrist - Require force of less than 5 lbs to activate 07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.6.08 7/25/19 ADA KITCHEN DETAILS DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 GE AppliancesGE Appliances 14 1/2 5 9/16 Disposers-Continuous Feed 7 1/48 1/2 Inlet/Outlet Diameters Dishwasher inlet diameter (in.) 3/4 Drain outlet diameter (in.) 1-1/2 Disposall® Food Waste Disposer Dimensions (in inches) For answers to your Monogram,® GE Profile™ or GE appliance questions, visit our website at GEAppliances.com or call GE Answer Center® service, 800.626.2000. Listed by Underwriters Laboratories GFC720V – GE® 3/4 Horsepower Continuous Feed Disposer Specification Revised 2/11 350753 Features and Benefits • 4-level wash system - Powerful wash cleans dishes thoroughly • Two-stage filtration with Extra Fine filter - Extra filtration keeps water clean • Piranha™ hard-food disposer - Grinds food into small particles that are washed away • Hot Start option - Provides optimal water temperature for dependable performance • Short wash - great for quickly washing loads of everyday dishes or glassware • 64 dBA - motor runs quietly to keep kitchen peaceful • 5 cycles/2 options - allows you to select the combination that best cleans your dishes • Up to 12-place setting capacity racking - Provides flexibility to wash a variety of dishes at once • Model GSD2100VWW - White on white • Model GSD2100VCC - Bisque on bisque • Model GSD2100VBB - Black on black • Model GSD2101VWW - White on white, has power cord attached • Model GSD2101VBBB - Black on black, has power cord attached Specification Revised 2/13 350267 GSD2100/2102V GE® Standard Tub Dishwasher GSD2100NWW/BB/CC GSD2101NWW/BB Dimensions and Installation Information (in inches) For answers to your Monogram,® Cafe™ Series, Profile™ Series or GE® appliance questions, visit our website at geappliances.com or call GE Answer Center® service, 800.626.2000. Specification Revised 2/13 350267 Listed by Underwriters Laboratories This wall areamust be free ofpipes or wires Countertop 4 6 Hotwaterline onleft 44 2 Plumbing and electricalservice must enterinside shaded area 24" From wall 24" MIN. 90° 19" MIN. from wall 24"MIN. 634" to 34-3/4"Undersideof countertopto floor 55 90° Electricalwiring onright Electricalwiring is3" fromcabinet 2425-3/4 MAX. 21-1/2 3-1/4 4 (Adjustable) 33-13/16" MIN.adj. to 35" 24-3/4 23-3/8 Electrical Rating Voltage AC.......................................................... 120 Hertz..................................................................... 60 Total connected load amperage............. 6.2 Calrod® heater watts max........................ 500 For use on adequately wired 120-volt, 15-amp circuit having 2-wire service with a separate ground wire. This appliance must be grounded for safe operation. Note: Dishwasher must not be installed more than 10 feet from sink for proper drainage. All plumbing and electrical work must be in accordance with local codes. GSD2100/2101V GE® Standard Tub Dishwasher GE Appliances JN327H – GE® Standard Range Hood Specification Revised 5/04 321446 GE Appliances JN327HWW/CC/AA Features and Benefits • Non-Vented – Effectively filters smoke and vapors through the hoods filtration system. • Cooktop light – Provides light to illuminate cooking surface below hood. • Removable carbon filter – Odor absorbing activated charcoal filter can be easily replaced. • Round ducting – Hood is designed to fit standard round duct work. • Model JN327HWW – White on white • Model JN327HCC – Bisque on bisque • Model JN327HAA – Almond on almond GE Appliances JN327H – GE® Standard Range Hood Specification Revised 5/04 321446 GE Appliances 5-1/2 29-7/8 17-1/2 12 1-3/8" Typ. 8-5/16" Typ. Center lineof hood 1-1/4 1-1/4 Optional top powersupply connection 1-1/8" Typ. 7-3/4 103-1/4 1/2 Rear powersupply connection 1-3/8" Typ. 8-5/16" Typ. Center lineof hood 1-1/4 1-1/4 Optional powersupply connection 1-1/8" Typ. 7-3/4 5-3/4 WB02X9381 replacement grease filter and WB02X10700 replacement charcoal filter are available for additional cost. Call toll-free 800.626.2002. JXHC1 Cord Kit: Allows a receptacle in the cabinet over the range to accommodate either an over-the-range microwave oven or a standard hood. Model JN327 Center line of hood 1-1/4 1-1/4 Optional powersupply connection Exhaust outlet 1-1/8" Typ. 7-3/4 1-3/8" Typ. 8-1/4" Typ. Dimensions (in inches) For answers to your Monogram,® GE Profile™ or GE® appliance questions, visit our website at GEAppliances.com or call GE Answer Center® service, 800.626.2000.R Listed by Underwriters Laboratories Amp Rating 120V 2.5 Installation Information: Before installing, consult installation instructions, packed with product, for current dimensional data. Light bulb(s) not included. JB256DM/RM GE® 30" Free-Standing Electric Range Specification Revised 9/18 FEATURES AND BENEFITS 5.0 cu. ft. oven capacity – Enough room to cook an entire meal at once Self-clean oven – Cleans the oven cavity without the need for scrubbing Sensi-Temp Technology – Enjoy the same cooking power as a traditional coil with an added safety feature that meets new UL858 Household Electric Ranges Standard for Safety Dual-element Bake – Upper and lower elements produce even heat and great results Removable full-width storage drawer – Store cookware or kitchen accessories Model JB256DMBB – Black Model JB256DMCC – Bisque Model JB256DMWW – White Model JB256RMSS – Stainless steel 6:30 JB256DMBB, JB256DMCC JB256DMWW, JB256RMSS DIMENSIONS AND INSTALLATION INFORMATION (IN INCHES) For answers to your Monogram, GE Café™ Series, GE Profile™ Series or GE Appliances product questions, visit our website at geappliances.com or call GE Answer Center® Service, 800.626.2000. JB256DM/RM GE® 30" Free-Standing Electric Range All GE Appliances ranges are equipped with an Anti-Tip device. The installation of this device is an important, required step in the installation of the range. Listed by Underwriters Laboratories Specification Revised 9/18 RECEPTACLE LOCATIONS Locally approved flexible service cord or conduit must be used because terminals are not accessible after range installation. See shaded area in drawing for location of electrical outlet box. Recommended outlet locations allow range to be installed directly against wall. NOTE: This appliance has been approved for 0" spacing to adjacent surfaces above the cooktop. However, a 6" minimum spacing to surfaces less than 15" above the cooktop and adjacent cabinet is recommended to reduce exposure to steam, grease splatter and heat. INSTALLATION INFORMATION: Before installing, consult installation instructions for current dimensional data and additional requirements. † NOTE: Check local codes for required breaker size. KW RATING 240V 11.7 208V 8.8 BREAKER SIZE 240V 40 Amps† 208V 40 Amps† 29 7/8" 47" 11" 36"to 36 1/2" w/o handle w/handle 46 3/4" 29" 26 1/4" ACCEPTABLE ELECTRICAL OUTLET AREA CENTER LINE REARWALL 2 1/4" 7 1/2" 7"7 1/2" 3 1/2"2 1/4" 5" 30" FREE-STANDING ELECTRIC SINGLE OVEN 29 7/8" 47" 11" 36"to 36 1/2" w/o handle w/handle 46 3/4" 29" 26 1/4" ACCEPTABLE ELECTRICAL OUTLET AREA CENTER LINE REARWALL 2 1/4" 7 1/2" 7"7 1/2" 3 1/2"2 1/4" 5" 30" FREE-STANDING ELECTRIC SINGLE OVEN Specification Created 12/15 GPE12FGK/FSK GE® Series ENERGY STAR® 11.6 Cu. Ft. Top-Freezer Refrigerator Listed by Underwriters Laboratories GPS12FGHWW_BB GPS12FSHSB FEATURES AND BENEFITS 11.6 cu. ft. capacity ENERGY STAR® qualification – Provideds less energy waste and lower utility bills ADA compliant – Designed for easy operation and access Equipped for optional icemaker – Easily accommodates the installation of an icemaker Upfront electronictemperature controls – Controls are located in an easy-to-reach position LED interior lighting – Spotlights foods inside making them easy to see 3 glass fresh food shelves – 2 are adjustable spillproof holding up to 12 oz. of spilled liquids for each cleanup and adjust to provide additonal food-storage options 2 clear freezer door bins – Transparent shelves on the door make finding items convenient 2 clear crisper drawers – Transparent drawers make finding your favorite items quick and easy Wire freezer step-shelf – Sturdy shelving provides additional storage for frozen foods Recessed handles – A streamlined design offers a clean appearance Reversible doors – Doors can be installed to open from the right or left, depending on space configuration Removable door gaskets – Easily keep the refrigerator clean and ensure a good temperature seal Model GPE12FGKWW – White Model GPE12FGKBB – Black Model GPE12FSKSB – Stainless steel Listed by Underwriters Laboratories DIMENSIONS AND INSTALLATION INFORMATION (IN INCHES) GPE12FGK/FSK GE® Series ENERGY STAR® 11.6 Cu. Ft. Top-Freezer Refrigerator Specification Created 12/15 For answers to your Monogram, GE Profile™ Series or GE® Series appliance questions, visit our website at geappliances.com or call GE Answer Center service, 800.626.2000. FRONT VIEW TOP VIEW Height to top of hinge (in.) A Height to top of case (in.) B Case depth without door (in.) C Depth less door handle (in.) D Depth with door handle (in.) E Depth with fresh food door open 90˚ (in.) F Width (in.) G Width with door open 90˚ inc. door handle (in.) H Each side (in.) Top (in.) Back (in.) AI R CL E A R A N C E S OV E R A L L DI M E N S I O N S 59-7/8 59-3/8 25-5/8 28-5/8 28-5/8 50-5/8 24 25-1/8 1 4 3 FRONT VIEW B TOP VIEW G E C F D H A Height to top of hinge (in.) A Height to top of case (in.) B Case depth without door (in.) C Depth less door handle (in.) D Depth with door handle (in.) E Depth with fresh food door open 90˚ (in.) F Width (in.) G Width with door open 90˚ inc. door handle (in.) H Each side (in.) Top (in.) Back (in.) A I R C L E A R A N C E S OV E R A L L DI M E N S I O N S 59-7/8 59-3/8 25-5/8 28-5/8 28-5/8 50-5/8 24 25-1/8 1 4 3 FRONT VIEW B TOP VIEWG E C F D H A COMPLIES WITH: • ASME A112.18.1 / CSA B125.1• ASME A112.18.6 Indicates compliance to ICC/ANSI A117.1• Verified compliant with .25% weighted average Pb content regulations. KITCHEN FAUCETS ■ Single Handle Deck Mount ■ 1, 2, 3 or 4 Hole Sink Applications ■ DIAMOND Seal® Technology ■ Integrated Supply Tubes ■ 2-Function Pull-OutSubmitted Model No.: _______________________________________________ Specific Features: __________________________________________________ STANDARD SPECIFICATIONS: • Single handle kitchen faucets for exposed mounting on 1, 2, 3 and 4 hole sinks. • Centermount or 8" (203 mm) centers with optional 10 1/2 (267 mm) long escutcheon included. • 7 1/4" (184 mm) high, 8 1/8" (206 mm) long spout nestled in metal hub assembly, swings 120. • Spout is connected to valve body with a 53'' (1346 mm) long hose. • Pull-out spout operates in an aerated or spray mode via an easy push button. • Lever handle shall return to neutral position when valve is turned off. • Control mechanism shall be the diamond coated ceramic cartridge. • Red/blue graphics on handle button to indicate hot/cold temperature. • Touch-Clean® sprayhead. • 3/8" O.D. straight, staggered pex supply tubes - 35" (889 mm) and 36" (914 mm) long. • Standard 3/8" (10 mm) compression gasket fittings. • Integral double check valves in spout. • Max. 1.80 gpm @ 60 psi, 6.8 L/min @ 414 kPa 16953-▲-DST DSP-K-16953-DST Rev. D Delta reserves the right (1) to make changes in specifications and materials, and (2) to change or discontinue models, both without notice or obligation. Dimensions are for reference only. See current full-line price book or www.deltafaucet.com for finish options and product availability. 8"(203 mm)Centers 35"(889 mm)36"(914 mm) 8 1/8"(206 mm) 9 7/8"(251 mm) 2 1/4" (57 mm) 3/8" Compression Fitting 7 1/4"(184 mm) 5 3/4"(146 mm) 10 1/2"(267 mm) 2 1/2" (64 mm) Max. Deck Thickness 35"(889 mm)36"(914 mm) 3/8" Compression Fitting 8 1/8"(206 mm) 9 7/8"(251 mm)7 1/4"(184 mm) 5 3/4"(146 mm) 2 1/2" (64 mm)Dia. 2 1/2" (64 mm) Max. Deck Thickness ▲ Designate Proper Finish Suffix Min. 2 1/2" (64 mm) Clearance to Back Splash Min. 2 1/2" (64 mm) Clearance to Back Splash 3x 1 5/16" - 1 1/2" (33-38 mm)Hole Size 1 5/16" - 1 1/2" (33-38 mm)Hole Size 55 E. 111th Street, Indianapolis, Indiana 46280 350 South Edgeware Road, St. Thomas, ON N5P 4L1 © 2015 Masco Corporation of Indiana WARRANTY • Lifetime limited warranty on parts (other than electronic parts and batteries) and finishes: or, for commercial users, for 5 years from date of purchase. • 5 year limited warranty on electronic parts (other than batteries); or, for commercial users, for 1 year from the date of purchase. No warranty is provided on batteries. REV. August 15, 2016 1.800.775.0703 / customerservice@kraususa.com SPECIFICATION SHEET Kraus Limited Lifetime Warranty: See website for details www.kraususa.com Codes/Standards: Meets ASME A112.19.3/CSA B45.4 Satin Finish Undermount Installation Type Material KBG-12, Strainer, Mounting Hardware, Template, Towel Accessories Included Sink Dimensions: 23” x 17 1/2” x 9” Undermount : 27” Minimum Cabinet Size KBU12 23 Inch Undermount Single Bowl 16 Gauge Stainless Steel Kitchen Sink Pressed Single Bowl Sink Bowl Type Noise Defend Technology Ø89 15 -7 / 8 ” 40 3 m m 21” 534mm 23” 584mm 17 -1 / 2 ” 44 5 m m 9” 23 0 m m Ø3-1/2" KBU12 16 Gauge Stainless Steel Dimensions 5 DISPOSAL - GFC720V 4 GE DISHWASHER 3 GE RANGE HOOD 2 GE RANGE W/OVEN - JB256DMWW 1 GE REFRIGERATOR - GPE12FGKBB 6 WHIRLPOOL WASHER- WFW5620HW 7 WHIRLPOOL DRYER (ELECTRICAL)-WED5620HW 8 KITCHEN FAUCET - DELTA GRANT 16953 CHROME 9 KRAUS SINK - KBU12 * FOR TYPE B UNITS (101 AND 103) * FOR TYPE B UNITS (101 AND 103) 07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.6.09 7/25/19 ADDITIONAL DETAILS DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 Weyerhaeuser Fire-Rated Assemblies and Sprinkler Systems Guide TJ-1500 | October 2018 5 ONE-HOUR FLOOR/CEILING, ROOF/CEILING ASSEMBLIES Assembly A Intertek WNR FCA 60-11 ICC-ES ESR-1153 1. Double wood floor 2. TJI® joist with minimum 1½" flange depth (see TJI® Joist Specifications table on page 16 for flange sizes) 3. Fixture protection 4. 24" x 48" recessed light fixture 5. Cold-rolled channels 6. 12" air diffuser 7. Minimum 1"-thick (4 pcf minimum) mineral wool blankets 8. 5⁄8" acoustical panels, 24" x 24" or 24" x 48", supported by an approved exposed fire-rated suspension system Assembly B Intertek WNR FCA 60-01 WNR FCA 60-03 PFS FA-1 ICC-ES ESR-1153 1. 48/24 tongue-and-groove, span-rated sheathing (Exposure 1), glued with a subfloor adhesive and nailed. 2. Two layers 5⁄8" Type X gypsum board complying with ASTM C1396 or two layers of ½" Type C gypsum board. 3. TJI® joist 4. Resilient channels (optional)* Optional: Minimum 3½"-thick glass fiber insulation or non-combustible insulation, rated R-30 or less.* *Resilient channels are required when insulation is used. Note: For information on IIC and STC ratings for Assembly B, see Sound Performance of Trus Joist ® TJI® Joist Fire Rated Floor Assemblies, TJ-4035. Assembly C ICC-ES ESR-1153 1. 48/24 tongue-and-groove, span-rated sheathing (Exposure 1), glued with a subfloor adhesive and nailed. 2. TJI® joist 3. 5⁄8" ceiling panels, 24" x 24" 4. Fixture protection 5. ½" Type C gypsum board or 5⁄8" Type X gypsum board 6. 24" x 48" recessed light fixture 7. 6" x 12" opening for return air 8. 12" diameter diffuser opening 9. Steel suspension grid Note: Additional restrictions apply to Intertek's verison of this listing. Refer to WNR FCA 60-08 for additional information. 1 234 8 5 9 7 643 2 1 12" min. 10" min. 1 8 7 6 5 4 3 2 For additional construction information on these assemblies, see ICC-ES reports for the U.S. and Intertek listings for Canada. 4 3 6 7 21Assembly D Intertek WNR FCA 60-05 ICC-ES ESR-1153 1. 48/24 tongue-and-groove, span-rated sheathing (Exposure 1) 2. TJI® joist with minimum 13⁄8" flange thickness (see TJI® Joist Specifications table on page 16 for flange sizes) 3. No. 26 gauge galvanized steel furring channel installed perpendicular to joists spaced 24" on-center. Furring channels spaced 1½" from and on each side of wallboard end joints and 24" on-center away from end joints. Channel secured to joists with support clips (item 4) at each joist location. At channel splices, adjacent pieces overlapped 6" and tied with double strand of No. 18 SWG galvanized steel wire at each end of overlap. 4. Simpson Strong-Tie Co. Type CSC support clips to be used to support furring channels at the intersection with each joist. Support clips nailed to side of joist bottom flange with 1½" long No. 11 gauge nails. 5. Stabilizer strap (not shown). ¾" x 6" No. 24 gauge galvanized-steel strap used to prevent rotation of the support clips at wallboard end joints and along walls. 6. Minimum 1"-thick (6 pcf minimum) mineral wool blankets 7. ½" Type C gypsum board (5∕8" Type X gypsum for FCA 60-05) Lightweight concrete or approved gypsum concrete topping with appropriate sheathing can be substituted for the decking material shown in any of these assemblies. Fixture Type: Catalog Number: Project: Location: WAC Lighting retains the right to modify the design of our products at any time as part of the company's continuous improvement program. JuL 2016 waclighting.com Phone (800) 526.2588 Fax (800) 526.2585 Headquarters/Eastern Distribution Center 44 Harbor Park Drive Port Washington, NY 11050 Central Distribution Center 1600 Distribution Ct Lithia Springs, GA 30122 Western Distribution Center 1750 Archibald Avenue Ontario, CA 91760 AETHER - Open reflector R3ARDT, R3ASDT PRODUCT DESCRIPTION Designed to fit in tight plenum space FEATURES • Designed to fit in tight plenum • Wet location listed for trims • 3.5” trim aperture, 3.5" housing height • 35° cut-off angle • Universal input voltage (120V-277V) • 5 year WAC Lighting product warranty TRIM (SEE NEXT PAGE FOR HOUSING)Beam Color Temp CRI Lumen CBCP Finish Interior/Trim R3ARDT Round 3d" 3a" 54" N 25° 827 927 830 930 835 840 2700K 2700K 3000K 3000K 3500K 4000K 85 90 85 90 85 85 1190 1000 1200 1005 1185 1335 4405 3910 4465 3600 4260 4775 HZWT WT BKWT Haze/White White Black/White F 40° 827 927 830 930 835 840 2700K 2700K 3000K 3000K 3500K 4000K 85 90 85 90 85 85 1140 1025 1185 950 1175 1265 2360 2080 2465 1910 2345 2520 HZWT WT BKWT Haze/White White Black/White R3ASDT Square 3w" 2d" 54" N 25° 827 927 830 930 835 840 2700K 2700K 3000K 3000K 3500K 4000K 85 90 85 90 85 85 1190 1000 1200 1005 1185 1335 4405 3910 4465 3600 4260 4775 HZWT WT BKWT Haze/White White Black/White F 40° 827 927 830 930 835 840 2700K 2700K 3000K 3000K 3500K 4000K 85 90 85 90 85 85 1140 1025 1185 950 1175 1265 2360 2080 2465 1910 2345 2520 HZWT WT BKWT Haze/White White Black/White R3A__DT-_______-______ Example: R3ARDT-N930-HZWT SPECIFICATIONS Construction: Die-cast aluminum trim with extruded aluminum heat sink Dimming: 100% - 0% with 0-10V dimmer (120V - 277V) 100% - 5% with Electronic Low Voltage (ELV) dimmer (120V only) Input: 120V-277V AC Power: 22.5W, power factor 0.98 Mounting: Retention clips firmly hold trim to housing. Finish: Powder coated Standards: ETL & cETL Listed, wet location listed trims IC-rated airtight housing with available Chicago plenum version Ceiling thickness: 2" - 12" WAC Lighting retains the right to modify the design of our products at any time as part of the company's continuous improvement program. JuL 2016 waclighting.com Phone (800) 526.2588 Fax (800) 526.2585 Headquarters/Eastern Distribution Center 44 Harbor Park Drive Port Washington, NY 11050 Central Distribution Center 1600 Distribution Ct Lithia Springs, GA 30122 Western Distribution Center 1750 Archibald Avenue Ontario, CA 91760 HOUSING Model Shown with open square white trim 32" 4s" 4w"13d" 92" Min 142" Max 212" 162" HR-3LED-H17A New Construction IC-rated, Airtight HR-3LED-H17AC New Construction IC-rated, Airtight Chicago Plenum HR-3LED-H17____ Example: HR-3LED-H17A AETHER - Housing HR-3LED-H17A E Z-2™ Series Emergency Lighting Units Catalog Number FEATUR ES Comments Type Application The EZ-2 series is a commercial emergency lighting unit designed for fast wall mount installation and reliable service. The EZ-2 has a flame-rated, UV stable thermoplastic housing and a bright while textured finish. Lamp-heads are fully adjustable. Unit provides a full 90 minutes of emergency lighting. Includes fully automatic solid-state charger and lead calcium battery. The EZ-2 accepts 120/277VAC input. Available with optional Spectron self-test/ self-diagnostic circuitry. Construction The EZ-2 series housing and lamp-heads are made from durable injection molded thermoplastic. Standard models supplied with 2 ea. 6VDC, 5.4 watt sealed beam type lamp-heads. EZ-2I Spectron equipped model supplied with 2 ea. 6VDC, 7.2 watt sealed beam type lamps. Installation Universal mounting template and wiring knock-out molded in the back plate aids in quick installation. Unit mounts to all standard 3 ½” and 4” square or octagonal electrical boxes. Conduit entry through a molded- in knock-out at the top center. Pre-stripped AC input leads provided. Mounting hardware is not included. Illumination The EZ-2 series provides illumination with two fully adjustable PAR36 type lamp-heads. Photo-metrics are available for download at www.dual-lite.com Compliances UL924 Emergency Listed UL924 Damp Location Listed(EZ-2D) Warranty Standard Model- Full 3 year warranty Spectron EZ-2I- Full 5 year warranty EZ-2 Ordering Guide E Z-2 Series Rating Self Diagnostics Options Blank Standard Model Blank None V Voltmeter1 d Damp ocation LListed1 I Spectron Self-te t/sSelf-diagnostic Electronics2 1 Available with EZ-2 only 2 Damp location listed standard on EZ-2I Spectron equipped model E Z-2™ Series Emergency Lighting Units Specifications Electronics Dual-voltage input of 120/277VAC, 60 Hz. with isolation transformer. Fully automatic constant voltage current limited charger which includes low voltage disconnect to prevent deep discharge of the battery. Includes maintenance-free lead calcium battery. Standard Features • External push-to-test switch and AC-on indicator • Battery re-charge per UL time limits • Low voltage disconnect • Conduit entry knock-out located at the top center Electronics • Self-diagnostics monitors lamp status, lamp load transfer circuit and battery capacity and displays any fault detection by means of a flashing code • Self-Test feature automatically runs a peiodic emergency test to ensure proper operation. Multi-color LED indicator provides visible fault detection and charging status • User initiated 1, 5, 30, or 60-minute system test feature • 15 minute re-transfer delay • Temperature compensated charger • AC Lock-out circuit • Automatic unit transfer in brown-out conditions(exceeding 20% of nominal) 9. 8. 6. 2. 3. 5. 1. 12. 10. 11. 4. 7. Operating Temperature Range Standard Models: 68°F to 86°F (20° to 30°C) Damp Location Model: 32°F to 104°F (0° to 40°C) Weight 4.5 lbs. 1. High-impact, UV stable thermoplastic housing 2. Maintenance-free battery 3. Environmentally coated, solid-state charger 4. Pilot light and test switch 5. Nylon hinges free hands for easier installation 6. Snap-together construction 7. Universal transformer (120/277VAC operation) 8. Surface wiring knockout 9. Mounting plate 10. Universal mounting pattern 11. Keyhole wall mounting slots 12. Recessed lighting head assemblies VRS Vandal resistant shield VRS-4X Vandal resistant shield with neoprene gasket WgEL Wire guard Dimensions EZ-2 ACCESSORI ES (order separately) 4 7/8 16 9/16 5 3/16 VRS 0600653 B 7/11 2042 E. Vernon Ave., Vernon, CA 90058 • Tel (323) 231-2600 Fax (323) 231-3200 • elcolighting.com © ELCO Lighting 2019. All rights reserved • Rev. 26 Mar 2019 • ELCO Lighting reserves the right to make specification and design changes without notice.Page 1 of 3 2042 E. Vernon Ave., Vernon, CA 90058 • Tel (323) 231-2600 Fax (323) 231-3200 • elcolighting.com © ELCO Lighting 2019. All rights reserved • Rev. 26 Mar 2019 • ELCO Lighting reserves the right to make specification and design changes without notice.Page 1 of 3 Project name: Fixture type: Date: 2" Round LED Reflector Light Engines Features Suitable for use in fixtures installed in insulated ceilings. Suitable for new construction and remodel housings. Suitable for installation into ELCO 2" recessed fixtures with 2-wire connector. Diecast construction provides lasting durability. CA Title 24 compliant (JA8-2016-E). Meets ENERGY STAR requirements. Specifications Wattage 9W Lumens 600 lm - 875 lm Color Temp.2700K - 4000K Dimmable Triac/ELV Lamp Type LED Beam Angle 36° CRI 93+ Wet Location Listed Technical Details Optics: PC Lens for even lumen distribution. Construction: Diecast construction for lasting quality and greater heat dissipation. High quality powder coat finish preventing rust and paint cracking. Installation: Must be installed in ELCO 2” Alder System housing; E2LC106ICA, E2LC175ICA, E2LC175RICA, E2LC106, E2LRC106. LED Technology: Extremely accurate color rendering with 93+ CRI. Efficacy of max. 93 lumens per watt. Lumen Maintenance of 50,000 hours L70 based on LM80 standardized test results. Superior Thermal Management by utilizing aluminum body as heat sink. Listings: UL Listed for Wet Location. ENERGY STAR® Certified. California Title 24 (JA8-2016-E). Warranty: ELCO Products are built to last with a 5-year Limited warranty. Dimensions Product Numbers Item Lamp type Lumens CCT Watts Dimming Beam Angle Finish E210C0627W LED 600 lm 2700K 9W Triac/ELV 36°White E210C0630W LED 640 lm 3000K 9W Triac/ELV 36°White E210C0727W LED 800 lm 2700K 9W Triac/ELV 36°White E210C0730W LED 840 lm 3000K 9W Triac/ELV 36°White E210C0735W LED 860 lm 3500K 9W Triac/ELV 36°White E210C0740W LED 875 lm 4000K 9W Triac/ELV 36°White Product Number Builder Example: E210C0627W ELCO 2" Light Engines E210C Lumens 06 640 lm 07 840 lm Color Temp. 27 2700K 30 3000K 35 3500K 40 4000K White W 1 HYDROTECH-GARDEN ROOF ASSEMBLY 2 1 HOUR FLOOR/CEILING ASSEMBLY 3 RECESSED LIGHT CAN5EMERGENCY EGRESS LIGHT SCALE: 1:1.541HYDROTECH ROOF - CLASS A UL LISTING SCALE: 1:1.254ELCO RECESSED LIGHT 07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.6.10 7/25/19 DWELLING SEPARATION DETAILS DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 System No. W-L-7214 SECTION A-A WL 7 2 1 4 1. Wall Assembly — The 1 or 2 hr fire rated wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features. A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced 24 in. (610 mm) OC. B. Gypsum Board* — For 1 hr assembly, one layer of min 5/8 in. (16 mm) thick wallboard as required in the individual Wall and Partition Design. For 2 hr assembly, two layers of min 5/8 in. (16 mm) thick wallboard as required in the individual Wall and Partition Design. Max diam of opening is 14-1/2 in. (368 mm) for wood stud walls and 21-3/4 in. (552 mm) for steel stud walls. The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant — Galv steel duct to be installed concentrically or eccentrically within the firestop system. The annular space between the duct and periphery of opening shall be 0 in. (point contact) and max 1-1/2 in. (38 mm). Duct to be rigidly supported on both sides of wall assembly. A. Spiral Wound HVAC Duct — Nom 20 in. (508 mm) diam (or smaller) No. 24 MSG (or heavier) galv steel spriral wound duct. B. Sheet Metal Duct — Nom 12 in. (305 mm) diam (or smaller) No. 28 MSG (or heavier) galv sheet steel duct. 3. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. and 1-1/4 in. (16 and 32 mm) thickness of fill material applied within annulus, flush with both surfaces of wall assembly for 1 or 2 hr rated walls, respectively. At the point contact location between duct and wallboard, a min 1/2 in. (13 mm) diam bead of sealant shall be applied at the wallboard/duct interface on both surfaces of wall assembly. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CFS-S SIL GG Sealant *Bearing the UL Classification Mark A Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. January 14, 2014 A C CLA S S IFIE D Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 US ANSI/UL1479 (ASTM E814)CAN/ULC S115 F Ratings — 1 and 2 Hr (See Items 1 and 3) F Ratings — 1 and 2 Hr (See Items 1 and 3) T Rating — 0 Hr FT Rating — 0 Hr FH Ratings — 1 and 2 Hr (See Items 1 and 3) FTH Rating — 0 Hr 2 3 1A 1B3 1 MECHANICAL THRU WALL2MECHANICAL THRU FLOOR (ROUND) 3 MECHANICAL THRU FLOOR (SQUARE) 4 PLUMBING THRU WALL (PAGE 2)5 PLUMBING THRU FLOOR (PAGE 2) NOTE ALL DWELLING SEPARATION DETAILS ON A7.5-7.8 OCCUR @: 1) LOWER LEVEL CEILING: BETWEEN LOVER AND UPPER LEVEL PARTY WALLS. SEE SECTIONS 1 AND 2 ON SHEET A5.0 FOR LOCATION. 2) THE ENTIRE LOWER LEVEL PARTY WALL 3) MAIN LEVEL CEILING: BETWEEN GRID LINES C AND D. SEE SECTIONS 1 AND 2 ON SHEET A5.0 FOR LOCATION. 4) THE ENTIRE MAIN LEVEL PARTY WALL 07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.6.11 7/25/19 DWELLING SEPARATION DETAILS DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 Page: 2 of 2 1. Wall Assembly — The fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the construction features noted below. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. The hourly T Rating is 1-1/2 Hr when installed in 2 hr fire-rated wall, 0 hr when installed in 1 hr fire-rated wall. A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. B. Gypsum Board* — Nom 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max diam of opening is 8 in. 2. Through-Penetrants — One nonmetallic pipe, conduit or tubing to be installed within the firestop system. The annular space between pipe and periphery of opening shall be min 1/4 in. to max 1-1/4 in. Pipe or conduit to be rigidly supported on both sides of the wall assembly. The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe — Nom 6 in. diam (or smaller) Schedule 40 solid-core or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 6 in. diam (or smaller) SDR17 CPVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. C. Acrylonitrile Butadiene Styrene (ABS) Pipe — Nom 6 in. diam (or smaller) Schedule 40 solid-core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. D. Flame Retardant Polypropylene (FRPP) Pipe — Nom 6 in. diam (or smaller) Schedule 40 FRPP pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. 3. Metallic Sleeve — Nom 8 in. diam (or smaller) Schedule 40 (or thinner) steel pipe cast into wall assembly with joint compound and installed flush with wall surfaces 4. Metal Cover Plate — Min. 18 ga. steel with max I.D. 1/4 in. larger than O.D. of pipe. Min. O.D. of cover plate to be 2-1/2 in. larger than O.D. of pipe. Installed between collar and wall surfaces. 5. Firestop Device* — Firestop Collar — Firestop collar shall be installed in accordance with the accompanying installation instructions. Collar to be installed and latched around the pipe and secured to both sides of the wall using the anchor hooks provided with the collar. (Minimum 2 anchor hooks for 1-1/2 and 2 in. diam pipes, 3 anchor hooks for 3 and 4 in. diam pipes, and 4 anchor hooks for 6 in. diam pipes). The anchor hooks are to be secured to the surface of wall with 3/16 by 2-1/2 in. long toggle bolts along with washers. As an alternate for pipe sizes of nom 4 in. diam or less, min No. 10 by 1-1/2 in. long drywall or laminate screws with min 3/4 in. steel washers may be used. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 643 50/1.5"N, CP 643 63/2"N, CP 643 90/3"N, CP 643 110/4"N or CP 643 160/6"N Firestop Collar *Bearing the UL Classification Mark System No. W-L-2084 WL 2 0 8 4 F Ratings - 1 & 2 Hr (See Item 1) T Ratings - 0 & 1-1/2 Hr (See Item 1) Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. November 29, 2005 CLA S S IFIE D Classified by Underwriters Laboratories, Inc. to UL 1479 System No. W-L-2084 SECTION A-A WL 2 0 8 4 Page: 1 of 2 A Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. November 29, 2005 F Ratings - 1 & 2 Hr (See Item 1) T Ratings - 0 & 1-1/2 Hr (See Item 1) A 2 5 4 5 3 1A 1B CLA S S IFIE D Classified by Underwriters Laboratories, Inc. to UL 1479 2 MISC. PVC THRU FLOOR (PAGE 2)3 ELECTRICAL THRU WALL (PAGE 2)1 MISC. PVC THRU WALL (PAGE 2)4 ELECTRICAL THRU FLOOR (PAGE 2) 07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.6.12 7/25/19 DWELLING SEPARATION DETAILS DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 System No. HW-D-0292 XHBN.HW-D-0292 Joint Systems Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. XHBN - Joint Systems XHBN7 - Joint Systems Certified for Canada See General Information for Joint Systems See General Information for Joint Systems Certified for Canada System No. HW-D-0292 March 23, 2012 ANSI/UL2079 CAN/ULC S115 Assembly Ratings — 1, 2, 3 and 4 Hr (See Item 2) F Ratings — 1, 2, 3 and 4 Hr (See Item 2) Nominal Joint Width - 1 In.FT Ratings — 1, 2, 3 and 4 Hr (See Item 2) Class II Movement Capabilities —12.5% Compression or Extension FH Ratings — 1, 2, 3 and 4 Hr (See Item 2) L Rating At Ambient — Less Than 1 CFM/lin ft FTH Ratings — 1, 2, 3 and 4 Hr (See Item 2) L Rating At 400 F — Less Than 1 CFM/lin ft Nominal Joint Width - 1 In. Class II Movement Capabilities — 12.5% Compression or Extension L Rating At Ambient — Less Than 1 CFM/lin ft L Rating At 400 F — Less Than 1 CFM/lin ft 1. Floor Assembly — The fire-rated fluted steel floor unit/concrete floor assembly shall be constructed of the materials and in the manner described in the individual Floor-Ceiling Design in the Fire Resistance Directory. The hourly rating of the floor assembly shall be equal to or greater than the hourly rating of the wall assembly. The floor assembly shall include the following construction features: A. Steel Floor and Form Units* — Max 3 in. (76 mm) deep galv steel fluted floor units. B. Concrete — Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units. 2. Wall Assembly — The 1, 2, 3 or 4 h fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U400, V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of min No. 25 gauge galv steel channels sized to accommodate steel studs (Item 2B). Flange height of ceiling runner shall be min 1/4 in. (6 mm) greater than max extended joint width.. Ceiling runner secured to valleys of steel floor units with steel fasteners or by welds spaced max 24 in. (610 mm) OC. A1. Light Gauge Framing*-Slotted Ceiling Runner - — As an alternate to the ceiling runner in Item 2A, slotted ceiling runner to consist of galv steel channel with slotted flanges sized to accommodate steel studs (Item 2B). Slotted ceiling runner installed perpendicular to direction of fluted steel floor units and secured to valleys with steel fasteners spaced max 24 in. (610 mm) OC. CALIFORNIA EXPANDED METAL PRODUCTS CO — CST BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS — SLP-TRK MARINO/WARE, DIV OF WARE INDUSTRIES INC — Type SLT A2. Light Gauge Framing*-Vertical Deflection Ceiling Runner — As an alternate to the ceiling runners in Item 2A and 2A1, vertical deflection ceiling runner to consist of galv steel channel with slotted vertical deflection clips mechanically fastened within runner. Slotted clips, provided with step bushings, for permanent fastening of steel studs. Flanges sized to accommodate steel studs (Item 2B). Vertical deflection ceiling runner installed perpendicular to direction of fluted steel floor units and secured to valleys with steel fasteners spaced max 24 in. (610 mm) OC. THE STEEL NETWORK INC — VertiTrack VTD358, VTD400, VTD600 and VTD800 B. Studs — Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 1/2 in. (13 mm) to 3/4 in. (19 mm) less in length than assembly height with bottom nesting in and resting on the floor runner and with top nesting in ceiling runner without attachment. When slotted ceiling runner is used, steel studs secured to slotted ceiling runner with No. 8 by 1/2 in. (13 mm) long wafer head steel screws at midheight of slot on each side of wall. When vertical deflection ceiling runner is used, steel studs secured to slotted vertical deflection clips, through bushings, with steel screws at midheight of each slot. Stud spacing not to exceed 24 in. (610 mm) OC. C. Gypsum Board* — Nom 1/2 or 5/8 in. (13 or 16 mm) thick gypsum board with square or tapered edges. The gypsum board type, thickness number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design, except that a nom 1 in. (25 mm) gap shall be maintained between top of gypsum board and the lower surface of the steel floor units. The screws attaching the gypsum board to the studs at the top of the first layer shall be located 4 in. (102 mm) from the steel floor unit valleys. The screws attaching the second layer to the steel studs shall be located 3-1/2 in. (89 mm) from the valleys of the steel floor units. The screws attaching the gypsum board to the studs at the top of the third layer shall be located 3 in. (76 mm) from the steel floor unit valleys. The screws attaching the fourth layer to the steel studs shall be located 2-1/2 in. (64 mm) from the valleys of the steel floor units. The hourly ratings of the joint system are dependent on the hourly rating of the wall. 3. Joint System — Max separation between bottom of floor units and top of gypsum board at time of installation is 1 in. (25 mm). The joint system is designed to accommodate a max 12.5 percent compression or extension from its installed width. The joint system shall consist of a forming material and a fill material, as follows: A. Forming Material* — Nom 4 pcf (64 kg/m3) density mineral wool batt insulation cut approx 25 percent wider than the flutes and with a length approx equal to the overall thickness of the wall. Multiple pieces stacked on top of each other, as needed, and then compressed 50 percent in thickness and inserted into the flutes of the steel deck above the top of the ceiling runner. The mineral wool batt insulation is to project beyond each side of the ceiling runner, flush with wall surfaces. Additional strips of nom 4 pcf (64 kg/m3) mineral wool batt insulation are to be cut to a width equal to the total thickness of gypsum board layers to fill the gap between the top of the gypsum board and bottom of the steel deck. The strips of mineral wool are compressed 50 percent in thickness and tightly packed, cut edge first, into the gap between the top of the gypsum board and bottom of the steel deck on both sides of the wall. ROCK WOOL MANUFACTURING CO — Delta Board ROCKWOOL — SAFE THERMAFIBER INC — Type SAF B. Fill, Void or Cavity Material* — Min 1/8 in. (3.2 mm) wet thickness (min 1/16 in. or 1.6 mm dry thickness) of fill material sprayed or troweled on each side of the wall to completely cover mineral wool forming material and to overlap a min of 1/2 in. (13 mm) onto gypsum board and steel deck on both sides of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP672 Firestop Spray or CFS-SP WB Firestop Joint Spray * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2012-03-23 Questions?Print this page Terms of Use Page Top © 2017 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non- misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2017 UL LLC". 1 MISC. THRU FLOOR/WALL (PAGE 2) 2 MISC. THRU WALL (PAGE 1) 3 PAN DECK FIRE ASSEMBLY (PAGE 2) 4 PAN DECK FIRE ASSEMBLY (PAGE 3) 07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.7.01 7/25/19 SCHEDULE: WINDOWS DATE KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 11/22/18 03/05/19 07/01/19 MARK 101-01 101-02 101-03 101-04 101-05 101-06 101-07 101-08 101-09 102-01 102-02 102-03 102-04 102-05 102-06 102-07 102-09 102-10 102-11 102-12 102-13 102-14 102-15 102-16 102-17 103-01 SIZE WIDTH 2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"5'-0"5'-0"4'-5"4'-5"1'-10"2'-5"6'-0"4'-0"6'-0"4'-5"4'-5"2'-5"2'-5"4'-6"2'-6"2'-6"2'-4"2'-4"3'-0" HEIGHT 4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"2'-0"5'-0"5'-0"4'-5"4'-5"4'-5"4'-5"4'-5"4'-2"5'-0"4'-5"4'-5"4'-5"4'-5"2'-0"2'-0"2'-0"5'-0"5'-0"4'-2" HEADER HT. MFR. NOTES …-S.G.-S.G.-S.G.-S.G.-S.G.-S.G.+45 MIN. RATED -S.G.-S.G.-S.G.-S.G.-S.G.-S.G.-S.G.-S.G.-S.G.-S.G.S.G. + F.P.D.S.G. + F.P.D.F.P.D.F.P.D.F.P.D.S.G.+F.P.D.+45 MIN. RATED S.G.+ F.P.D.-S.G. View from Opening Side WINDOW SCHEDULE 103-02 103-03 103-04 103-05 103-06 103-07 103-08 103-09 103-10 103-11 201-01 201-02 201-03 201-04 201-05 201-06 201-07 201-08 201-09 201-10 201-11 201-12 202-01 202-02 202-03 202-04 202-05 202-06 202-07 3'-0"3'-0"2'-5"1'-10"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"5'-0"5'-0"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"5'-0"5'-0"2'-5"2'-5"2'-5"2'-5"2'-5" 4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5" -S.G.-S.G.-S.G.-S.G.-S.G.-S.G.-S.G.-S.G.-S.G.-S.G.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D. MARK SIZE WIDTH HEIGHT HEADER HT. MFR. NOTES … View from Opening Side 202-08 202-09 202-10 202-11 202-12 203-01 203-02 203-03 203-04 203-05 203-06 203-07 203-08 203-09 203-10 301-01 301-02 301-03 301-04 301-05 301-06 301-07 301-08 301-09 301-10 301-11 301-12 302-01 302-02 2'-5"2'-5"2'-5"2'-5"2'-5"3'-0"3'-0"3'-0"2'-5"1'-10"2'-5"2'-5"2'-5"2'-5"2'-5"5'-0"5'-0"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"5'-0"5'-0" 4'-5"4'-5"4'-5"4'-5"4'-5"4'-2"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5" S.G.+F.P.D.S.G. +F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G.+F.P.D.+45 MIN. RATED S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G.+F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D. MARK SIZE WIDTH HEIGHT HEADER HT. MFR. NOTES … View from Opening Side 302-03 302-04 302-05 302-06 302-07 302-08 302-09 302-10 302-11 302-12 2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5"2'-5" 4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5" S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D.S.G. + F.P.D. S.G. +F.P.D. +45 MIN. RATED MARK SIZE WIDTH HEIGHT HEADER HT. MFR. NOTES … View from Opening Side www.windsorwindows.com 9/2018 Pinnacle Casement & Awning with 3-1/4" Frame Features and Benefits [1] The warmth and beauty of Clear Select Pine, Douglas Fir or Natural Alder; can be painted or stained [2] Clad units offer a strong, durable extruded aluminum sash and frame for low maintenance [3] Glass is replaceable in case of damage [4] 2" thick sash adds beauty and increases insulating value [5] Exterior tape glazing slows conduction of heat/cold through edge of glass; two beads of silicone ensure a water tight seal that creates three seals between glass and sash [6] Single lever, sequential, multi-point lock for sleek look and easy operation [7] Adjustable concealed hinge system ensures smooth operation [8] 1-1/4" jamb creates unmatched strength and stability [9] Silicone-injected frame corners create a stronger and more attractive joint [10 ] Side stops held in place with kerf and barb for easy removal and replacement Sizes Available in hundreds of standard and custom sizes Glazing • Windsor Glazing System provides 3/4" double pane insulated glass; Cardinal® LoE 366 glass standard; tinted, tempered, obscure and laminated glass available • Glazed with tape and silicone sealant • Custom and special glass types available • Preserve protective film optional Exterior Trim • 3-1/4" frame windows available with traditional or contemporary flush fin extruded aluminum casing options; flush fin trims are mitered and applied to all four sides Grilles Windsor Divided Lite (WDL) = simulated divided lite • 7/8" and 1-1/4" Perimeter Grille (NOT available on radius casements) • 7/8" and 1-1/4" Stick Grille • 3/4" and 1" Profiled Inner Grille • 13/16" Flat Inner Grille • 7/8" and 1-1/4" Ogee WDL • 5/8", 7/8", 1-1/4" and 2" Tall and Short Putty WDL • 5/8", 7/8", 1-1/4" and 2" Tall and Short Contemporary WDL • 2" Simulated Check Rail • Standard and custom grille patterns available Finishes • Interior – Clad windows available in Clear Select Pine, Douglas Fir, Natural Alder, primed, painted white or painted black interior finishes; primed windows available in Clear Select Pine, primed or painted white interior finishes • Exterior – Clad windows feature heavy-duty extruded aluminum cladding on sash and frame Clad Colors All clad colors painted in-house with the highly durable AAMA 2604 standard finish, or upgrade to AAMA 2605 for the most challenging of environments • 22 standard colors • 21 feature colors; custom colors available • 8 anodized finishes Hardware Encore folding nesting crank and cover by Truth® available in champagne, white, bronze and black; optional finishes in faux bronze, oil rubbed bronze, satin nickel and bright brass Performance Ratings For current performance ratings, visit our website at windsorwindows.com and click on "Professional Information" in the menu bar [1] [8] [3] [4] [5] [2] [2] [6] [7] Pinnacle Series CLAD CASEMENT - 3 1/4" FRAME SECTION DETAILS : CONSTRUCTION SCALE: 2" = 1'-0" HEAD JAMB & SILL 2 X 6 FRAME WITH SIDING JAMBS 2 X 6 FRAME WITH SIDING HEAD JAMB & SILL 2 X 4 FRAME WITH STUCCO JAMBS 2 X 4 FRAME WITH STUCCO NOTE : THE ABOVE WALL SECTIONS REPRESENT TYPICAL WALL CONDITIONS, THESE DETAILS ARE NOT INTENDED AS INSTALLATIONS INSTRUCTIONS. PLEASE REFER TO THE INSTALLATION INSTRUCTIONS PROVIDED WITH THE PURCHASED UNITS. 11/2/17 As a market leader in fenestration hardware, Truth has engineered, patented and manufactured the industry’s first casement – Window Opening Control Device (WOCD) that meets the requirements of ASTM F2090-10. This innovative hardware system provides safe and secure operation of egress style windows critical in today’s building projects. Multiple safe guards are in place to help control the window opening to prevent accidental falls while at the same time allowing easy operation in the event of an emergency. Typical operation limits the opening of the sash to less than 4". An additional operation is required to open the window fully for egress purposes. This additional operation can be performed without the use of keys, or special tools and the SafeGard ™casement – WOCD will automatically re-latch when the sash is fully closed. For more information visit www.truth.com or call 1-800-866-7884. Easy Installation And Operation— TestedAndCertifiedToASTMF2090-10. Warranty:Protected under the terms of the Truth Warranty for Window & Door Manufacturers and Authorized Distributors. RefertoTruth’sTermsandConditionsforfurtherdetails. Step 1.Unlock window and crank open to limit. Step 2.Slide red cover up and hold. Tested And Certified The SafeGard ™casement – WOCD is tested and certified to ASTM F2090-10 which is the standard specification for Window Fall Prevention Devices with Emergency Escape (Egress) Release Mechanisms. The ASTM F2090-10 addresses window fall prevention that helps protect against potential falls by children through open windows. Easy Installation:Designed to allow for factory installation as well as field installation by trained personnel. Robust Design:Made entirely of austenitic stainless steel and plastic. Versatile Application:Fits in standard hinge cavity for easy installation. Easy Operation:No keys or special tools needed. Operation: 4 Easy Steps Step 3.Rotate the orange tab toward the exterior (if tab is difficult to rotate, relieve pressure using the crank). Step 4.Continue to crank window open while holding the orange tab in place, until the window is fully opened. SafeGard™casement – Window Opening Control Device is tested and certified to ASTM F2090-10 WINDOW SPEC: WINSOR PINNACLE SERIESWINDOW FALL PREVENTION DEVICE(F.P.D)-SAFEGARD CLAD CASEMENT NOTES: - S.G.: SAFETY GLAZING PER 2015 IBC 2406.4. - F.P.D: ANY OPERABLE WINDOW LESS THAN 36" ABOVE FINISH FLOOR AND MORE THAN 72" ABOVE EXTERIOR GRADE TO HAVE WINDOW FALL PREVENTION DEVICE SAFE GUARD (COMPLYING WITH ASTM F2090) 07/25/2019 Window 102-15 must be safety glazed due to proximity to the utility gate and the stairs. 2015 IBC 2406.4 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.7.02 7/25/19 SCHEDULE: DOORS DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 ID 00-01 00-02 00-03 00-04 00-05 00-06 00-07 00-08 00-09 00-10 00-11 00-12 00-12 00-13 00-14 00-15 101-01 101-02 101-03 101-04 101-04 101-06 101-07 101-08 101-09 101-10 102-01 102-02 102-03 102-04 102-05 102-06 WIDTH 3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"8'-0"3'-0"3'-0"2'-10"6'-0"2'-0"5'-6"2'-10"2'-10"5'-0"2'-10"5'-0"3'-0"2'-10"2'-4"2'-10"2'-10"5'-0" HEIGHT 7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-8"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"5'-0"7'-4"7'-4"7'-4" GLAZING MFR. NOTES FIRE RATED DOOR: NFPA 80 1 HR. FIRE RATED HARDWARE: EMTEK MODERN 5312 View from Op… DOOR AND FRAME SCHEDULE 102-07 102-08 103-01 103-02 103-03 103-04 103-05 103-06 103-07 103-08 201-01 201-02 201-02 201-03 201-04 201-05 201-06 201-07 201-08 201-09 202-01 202-03 202-04 202-05 202-06 202-07 202-08 202-09 203-01 203-02 203-03 2'-10"5'-0"3'-0"2'-10"5'-6"2'-10"2'-10"5'-0"2'-10"5'-0"3'-0"5'-0"5'-0"2'-10"2'-10"6'-0"2'-10"2'-10"6'-0"2'-10"3'-0"2'-10"2'-10"6'-0"2'-10"2'-10"6'-0"2'-10"3'-0"5'-0"2'-10" 7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-8" HARDWARE: EMTEK MODERN 5312 FIRE RATED: 45 MIN. FIRE RATED: 60 MIN. FIRE RATED: 60 MIN. ID WIDTH HEIGHT GLAZING MFR. NOTES View from Op… 203-04 203-05 203-06 203-07 203-08 203-09 301-01 301-02 301-03 301-04 301-05 301-06 301-07 301-08 301-09 302-01 302-02 302-03 302-04 302-05 302-06 302-07 302-08 302-09 2'-10"6'-0"2'-10"5'-0"2'-10"2'-10"3'-0"5'-0"2'-10"2'-10"6'-0"2'-10"2'-10"6'-0"2'-10"3'-0"5'-0"2'-10"2'-10"6'-0"2'-10"2'-10"6'-0"2'-10" 7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4"7'-4" FIRE RATED: 45 MIN. FIRE RATED: 60 MIN. ID WIDTH HEIGHT GLAZING MFR. NOTES View from Op… Emtek Products, Inc. 15250 Stafford St. City of Industry, CA 91744 Tel: 800.356.2741 Fax: 800.577.5771 www.emtek.com Door Thickness Specifications Outside Trim Modern Rectangular Single and Two Point Modern Rectangular Two Point Single Cylinder Part# 5312 Inside Trim Standard Door Thickness:1 1⁄4 - 1 3/4” Standard Components: • Single Cylinder Tailpiece • Inside Passage Half Spindle • 1” Wood Screws • Threaded Tubes & Machine Screws Supplied upon request for Hollow-Core Doors • 2 1/4” Deadbolt Mounting Screws • Full-Lip Strike Plate • Deadbolt Strike Plate Extended Door Thickness: 1 3/4”- 2 1⁄4” Extended Components: • Long Single Cylinder Tailpiece • Long Inside Passage Half Spindle • 1” Wood Screws • Threaded Tubes & Machine Screws Supplied upon request for Hollow-Core Doors • 2 1/2” Deadbolt Mounting Screws • Extended Full-Lip Strike Plate • Deadbolt Strike Plate Extended Door Thickness: 2 1⁄4”- 2 3/4” Extended Components: • Extra Long Single Cylinder Tailpiece • Extra Long Inside Passage Half Spindle • 1” Wood Screws • Threaded Tubes & Machine Screws Supplied upon request for Hollow-Core Doors • 3” & 3 1/2” Deadbolt Mounting Screws • Extended Full-Lip Strike Plate • Deadbolt Strike Plate 5-1/4” 10-1/4” 2-1/2” 2-1/2” 5-1/2” 10-1/4” 1 ENTRY DOOR HARDWARE- DOOR 101-01 + 103-01 07/25/2019 Provide 100 sq in opening for dryer makeup air at all locations where dryers are in closets (2015 IMC 504.6). Mech Engineer has stated that the doors will have grilles. Update door schedule to show this. Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.8.00 7/25/19 RCP PLANS DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 N UNIT STORAGE ST-202 UNIT STORAGE ST-201 UNIT STORAGE ST-203 UNIT STORAGE ST-103 UNIT STORAGE ST-302 UNIT STORAGE ST-301 UNIT STORAGE ST-102 UNIT STORAGE ST-101 UNIT STORAGE HALLWAY (CRAWL SPACE T.O.S.TBD BY STRUCTUAL) UP MECHANICAL ROOM (CRAWL SPACE T.O.S. TBD BY STRUCTUAL) 1 2 3 4 56789101112131415161718 F 2 6 A 3 5 B C D G E 41 EL EL SE T B A C K L I N E SETBACK LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) MECHANICAL ST-101 ST-201ST-202 ST-203 ST-301 ST-302 ST-102 ST-103 COMMON STORAGE 12345678910111213141516 N EL EL CEILING: 8' CEILING: 8' CEILING: 8' CEILING: 8'CEILING: 8' CEILING: 8' CEILING: 8' CEILING: 8' CEILING: 8' CEILING: 8' CEILING: 8'CEILING: 8' 1 HR FIRE WALL 1H EXTERIOR WALL ASSEMBLY CONTROL JOINT CONTROL JOINT CONTROL JOINT CONTROL JOINT 1H FIRE WALL ASSEMBLY CEILING TO BE FIRE RATED ON EXIT HALLWAY AND CANTILEVERED ROOF SI D E W A L K LAUNDRY UP POWDER * NOTE: CLOSET DOOR TO HAVE 31 3/4" DOOR CLEARANCE * NOTE: CLOSET DOOR TO HAVE 31 3/4" DOOR CLEARANCE UPDN F 2 6 A 3 5 B C D G E 41 S S S S S S S S S S R R R R R R R S S S R SS S S S S S S S S R R R R R R R R SD+CO2 SD+CO SD+CO SD+CO SD+CO SD+CO SD+CO2 SE T B A C K L I N E SE T B A C K L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) UNIT 102 UNIT 103 (TYPE B UNIT) UNIT 101 (TYPE B UNIT) ST-101 ST-103 GARBAGE PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 12345678910111213141516 N CEILING: 8' CEILING: 8' CEILING: 8' CEILING: 8'CEILING: 8' CEILING: 8' CEILING: 8'CEILING: 8' CEILING: 8' CEILING: 8' CEILING: 8'CEILING: 8' CEILING: 8' CEILING: 8' CEILING: 8'CEILING: 8'CEILING: 8' CEILING: 8' CEILING: 8' DINING BEDROOM 1 BATH LIVING KITCHEN BEDROOM 2 BEDROOM 2BEDROOM 1 BATH 1HALLWAY KITCHEN DINING ENTRY LIVING BATH 1 BATH 2 BEDROOM 2 BEDROOM 1 KITCHEN DINING ENTRY LIVING BATH 1BATH 2 BEDROOM 2 BEDROOM 1 UTILITIES FI R E R A T E D G L A S S CLOSET 2CLOSET 1 DN STAIRWELL DN UP F 2 6 A 3 5 B C D G E 41 S S S R SS S S S R R R S S S S S S R S S S S S S S R P P S SS S S S SD+CO2 SD+CO2 SD+CO2 SD+CM SD+CM SD+CM SD+CO SD+CO SD+CO SD+CO SD+CO SD+CO EL HEAT PUMP SYSTEM (41"WX13"DX52") SE T B A C K L I N E SE T B A C K L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) UNIT 203 UNIT 102 UNIT 201 UNIT 202 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 N CEILING: 8' CEILING: 8' CEILING: 8'CEILING: 8' CEILING: 8' CEILING: 8' CEILING: 8'CEILING: 8' CEILING: 8'CEILING: 8' CEILING: 8' CEILING: 8' ROOF PROJECTION BATH 1BATH 2 KITCHEN DINING ENTRY LIVING BEDROOM 2 BEDROOM 1 KITCHEN DINING ENTRY LIVING BATH 1BATH 2 BEDROOM 2 BEDROOM 1 GARDEN ROOF (LAWN) GARDEN ROOF (LAWN) GARDEN ROOF (LAWN) DN F 2 6 A 3 5 B C D G E 41 S S S S S S S R R R P PS S S S S S S R SD+CM SD+CM SD+CM SD+CM SD+CM SD+CM EL SE T B A C K L I N E SE T B A C K L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) UNIT 301 UNIT 302 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 EL SCALE: 1/8" = 1'-0"2 RCP - LOWER LEVEL SCALE: 1/8" = 1'-0"2 RCP - GROUND LEVEL SCALE: 1/8" = 1'-0"2 RCP - SECOND LEVEL SCALE: 1/8" = 1'-0"2 RCP - THIRD LEVEL NOTE: - A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS. - SEE SPEC SHEET ON A.6.09 SURFACE CEILING LIGHT RECESSED CEILING LIGHT (SEE SHEET A.6.09 FOR SPEC SHEET) SINGLE SWITCH THREE-WAY SWITCH PHONE FEED COMPUTER DATA OUTLET SMOKE DETECTOR+CARBON MONOXIDE WALL SCONCE FAN HEAT RECOVERY VENTILATOR ELECTRICAL PLAN KEY EMERGENCY EGRESS LIGHT R SD+CM S 07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.8.01 7/25/19 ELECTRICAL: GROUND LEVEL DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 12345678910111213141516 N RG F F D F W W +6'-3" +6 ' - 3 " +6 ' - 3 " D DW DW DW EL EL RG LIVING DINING KITCHEN PORCH DINING HALL BEDROOM 2 BEDROOM 1 BATH 1 LIVING KITCHEN PORCH BEDROOM 2BEDROOM 1 LIVING DINING KITCHEN BATH (ADA TYPE B) PA N T R Y UNIT STORAGE UNIT STORAGE TRASH HALL 3 3 3 3 3 3 ELECTRIC METERS BATH 2 (ADA TYPE B) * NOTE: CLOSET DOOR TO HAVE 31 3/4" DOOR CLEARANCE * NOTE: CLOSET DOOR TO HAVE 31 3/4" DOOR CLEARANCE UTILITIES F 2 6 A 3 5 B C D G E 41 RG S S S S S S S S S R R SD+CO2 S +6 ' - 3 " S S S S S S S S S S S S S S R R R R R R R R R R R R R R SD+CO SD+CO SD+CO SD+CO SD+CO SD+CO MAIL BOXES UNIT 102 UNIT 103 (TYPE B UNIT) UNIT 101 (TYPE B UNIT) ST-101 ST-103 GARBAGE EL SCALE: 1/4" = 1'-0"1 GROUND LEVEL-ELECTRICAL SURFACE CEILING LIGHT RECESSED CEILING LIGHT (SEE SHEET A.6.09 FOR SPEC SHEET) SINGLE SWITCH THREE-WAY SWITCH PHONE FEED COMPUTER DATA OUTLET SMOKE DETECTOR+CARBON MONOXIDE WALL SCONCE FAN HEAT RECOVERY VENTILATOR ELECTRICAL PLAN KEY EMERGENCY EGRESS LIGHT NOTE: - A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS. - SEE SPEC SHEET ON A.6.09 R SD+CM S 07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.8.02 7/25/19 ELECTRICAL: SECOND LEVEL DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 12345678910111213141516 W/D RG F W/D RG F DW RG F DW W/ D W/ D N +6 ' - 3 " +6 ' - 3 " +6'-3"+6'-3" +6'-3"+6'-3" +6 ' - 3 " DW DW DW EL DINING BEDROOM 1 BATH LIVING KITCHEN BEDROOM 2 BEDROOM 2BEDROOM 1 BATH 1HALLWAY KITCHEN DINING ENTRY LIVING BATH 1 BATH 2 BEDROOM 2 BEDROOM 1 KITCHEN DINING ENTRY LIVING BATH 1BATH 2 BEDROOM 2 BEDROOM 1 UTILITIES FI R E R A T E D G L A S S CLOSET 2CLOSET 1 DN STAIRWELL 3 3 3 3 3 3 DN UP F 2 6 A 3 5 B C D G E 41 S S S S R SS S S S R R R R R R S S S S S S S R S S S S S S S R SD+CO2 SD+CO2 SD+CO2 SD+CM SD+CM SD+CM P P S SS S S SD+CO SD+CO SD+CO SD+CO SD+CO SD+CO HEAT PUMP SYSTEM (41"WX13"DX52") SE T B A C K L I N E SE T B A C K L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) UNIT 203 UNIT 102 UNIT 201 UNIT 202 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 EL SCALE: 1/4" = 1'-0"1 SECOND LEVEL-ELECTRICAL SURFACE CEILING LIGHT RECESSED CEILING LIGHT (SEE SHEET A.6.09 FOR SPEC SHEET) SINGLE SWITCH THREE-WAY SWITCH PHONE FEED COMPUTER DATA OUTLET SMOKE DETECTOR+CARBON MONOXIDE WALL SCONCE FAN HEAT RECOVERY VENTILATOR ELECTRICAL PLAN KEY EMERGENCY EGRESS LIGHT NOTE: - A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS. - SEE SPEC SHEET ON A.6.09 R SD+CM S 07/25/2019 Scale: AS NOTED ISSUE SCHEMATIC DESIGN PERMIT SUBMITTAL COMMENTS 1 KI N G L O U I S E H O U S I N G 21 0 W E S T M A I N S T R E E T AS P E N , C O 8 1 6 1 1 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE P R E C E D E N C E O V E R S C A L E D DIMENSIONS AND SHALL BE VERIFIED AT THE SITE . ANY DIMENSIONAL DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.8.03 7/25/19 ELECTRICAL: THIRD LEVEL DATE 11/22/18 KI M R A Y M O N D A R C H I T E C T S , I N C . | 3 0 0 E . H Y M A N A V E N U E , S U I T E 1 0 0 | | w w w . k i m r a y m o n d a r c h i t e c t s . c o m | | 9 7 0 - 9 2 5 - 2 2 5 2 | 03/05/19 07/01/19 W/D RG F DW W/ D RG F DW N +6'-3"+6'-3" +6'-3"+6'-3" DW DW EL 5'-1"3'-0"3'-0" 5'-1"3'-0"3'-0" 2' - 5 " 2' - 5 " 2' - 6 1 / 2 " 4' - 4 1 / 2 " 2' - 5 " 2' - 5 " 3 1 / 2 " 3' - 3 " 3 1 / 2 " 17 ' - 7 " 3 1 / 2 " 2' - 6 1 / 2 " 9 1 / 4 " 3' - 8 3 / 4 " 3 1 / 2 " 5' - 7 1 / 2 " 3 1 / 2 " 2'-4 1/4"2'-11 1/2"2'-2 1/4"1'-10"8'-4"1'-10" 1'-10"8'-4"1'-10" 5' - 5 " 5' - 5 " 5' - 0 " 5' - 0 " 2'-4 1/4"2'-11 1/2"2'-2 1/4"2'-10 1/2" ROOF PROJECTION BATH 1BATH 2 KITCHEN DINING ENTRY LIVING BEDROOM 2 BEDROOM 1 KITCHEN DINING ENTRY LIVING BATH 1BATH 2 BEDROOM 2 BEDROOM 1 GARDEN ROOF (LAWN) GARDEN ROOF (LAWN) GARDEN ROOF (LAWN) 3 3 3 3 DN F 2 6 A 3 5 B C D G E 41 S S S S S S S R R R SD+CM SD+CM SD+CM SD+CM SD+CM SD+CM P PS S S S S S S R SE T B A C K L I N E SE T B A C K L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PA T I O / B A L C O N Y S E T B A C K L I N E ( H P C R E S O L U T I O N # 1 2 O F 2 0 1 8 ) UNIT 301 UNIT 302 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 PORCH/BALCONY SETBACK LINE (HPC RESOLUTION #12 OF 2018):SECTION 2 +6'-3" EL SCALE: 1/4" = 1'-0"1 THIRD LEVEL-ELECTRICAL SURFACE CEILING LIGHT RECESSED CEILING LIGHT (SEE SHEET A.6.09 FOR SPEC SHEET) SINGLE SWITCH THREE-WAY SWITCH PHONE FEED COMPUTER DATA OUTLET SMOKE DETECTOR+CARBON MONOXIDE WALL SCONCE FAN HEAT RECOVERY VENTILATOR ELECTRICAL PLAN KEY SURFACE CEILING LIGHT RECESSED CEILING LIGHT (SEE SHEET A.6.09 FOR SPEC SHEET) SINGLE SWITCH THREE-WAY SWITCH PHONE FEED COMPUTER DATA OUTLET SMOKE DETECTOR+CARBON MONOXIDE WALL SCONCE FAN HEAT RECOVERY VENTILATOR ELECTRICAL PLAN KEY EMERGENCY EGRESS LIGHT NOTE: - A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS. - SEE SPEC SHEET ON A.6.09 R SD+CM S R SD+CM S 07/25/2019