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HomeMy WebLinkAboutB13-0052 Plans APPROVED B13 - 0052 LO�D G�1�T�i� - U�IIT 208 ELEGTRIG�L L01�D SUMMI�RY (EXISTIN6 DWELLING UNIT G/�LGUL�TION) ELEGTRIGl�L LORD SUMM�RY (EXISTING DW�LLING UNIT G�LGUL�TION) ELEGTRIGI�L LO�D SUMMfitRY (EXISTING DW�LLIN6 UNIT G�LGUL�4TION) u�iT: 208 uNiT: 308 u�iT: 30q VOLTP�6E L-L: 208 LOGP�TION: UNIT 208 YOLTf�GE L-G: 120 BUS RATING: 100,4 EXISTING LOAD GALGULATION EXISTI1�tG LOA�D GALGULATION EXISTING LOAD GA�L.GULATION TYPE: 3PH/4W M?�IN GS: M.L.O LIGHTING � GENE24L REGEPTAGLES LIGHTING � GENER,4L R�G�PT,4GLE5 LI6HTING � 6ENERA�L R�G�PT,4GLE5 MOUNTING: REGE55ED �IG Rl�TIN6: 10,000,4MP5 FULLY RRTED AR�A(S.F.): YA / S.F. LOAD /�R�A(S.F.): VA / S.F. L0,4D /�REA(5.�.): VA / 5.�. L0,4D NOTES: EXISTIN6 FED FROM: GRR,46E METER ST,4GK 846 3.0 = 2538 VA 1,074 3.0 = 3222 �/,4 I,III 3.0 = 3333 �//� SMALL APPL I P�NGES SMP�LL APPL I P�NGES SMALL APPL I ANGES G I R. LOP�D DESGR I PT I ON G I RGU I T BRKR BUS G I�GU I T BRKR LOP�D DESGR I PT I ON G I R 2 I500 = 3000 �/?� 2 I 500 = 3000 �/� 2 I 500 = 3000 �/A NO POLE TRIP TRIP POLE NO 5538 vA 6222 V,4 6333 V,4 I REFRIG/KITGHEN REGEP I 20 P� 50 2 5TE1�M 2 3 DISPOS,4L I 20 B -- -- -- 4 APPLI/�NGES: /�PPLIf�NGES: APPLIANGES: 5 KITGHEN REGEP I ZO G 20 I DEGK LIGHT/REGEP 6 APPLIf�NGE QTY LOAD APPLIANGE QTY LOAD APPLIANGE QTY LOAD 7 TR,45H GOMP,4GTOR I 20 f� 20 I KITGHEN LIGHT 8 D15HWASHER I 1200 �/A = 1200 VA DISHWf�SH�R I 1200 �/A = 1200 \/P� D15HWASH�R I 1200 �/A = 1200 �/A �I Bf�TH LI6HT/REGEP I 20 B 50 2 RP�NGE 10 R��RIGERATOR I I800 VA = 1800 �/A R�FRIGERATOR I I800 �//� = I800 \/P� R�FRIG�RATOR I I800 �/� = 1800 VA II MIGROW�VE I 20 G -- -- -- 12 DISPOS?�L I 1200 VA = IZOO V,4 DISP05,4L I 1200 V,4 = 1200 VP� D15POSAL I IZOO V,4 = IZOO VA NOTES: TRASH GOMP,4GTOR I �150 VA = �i50 V,4 HOT TUB I 8320 �/,4 = 8320 V,4 HOT TUB I 8320 V,4 = 8320 VA � G I RGU I T Biz�P�KER TO BE /�FG I PROTEGTED. STE/�M GENER,4TOfiz I 6000 VA = 6000 V,4 12520 V/� 12520 VP� �� G I RGU I T BR��4K�R TO BE GF I PROTEGT�D. ioa5o va GOOKING EQUIPMENT: GOOKING �QUIPMENT: GOOKING EG2UIPMENT: �LEGTRIG O\/EN/RANGE I 8500 �/F� = 8500 VA ELEGTRIG OYEN/RANGE I 5500 V� = 8500 VA ELEGTRIG O\/�N/RANGE I 8500 VA = 5500 V,4 8500 V,4 8500 VA LO�D G�1�lT�fi� - Ul�l I T 308 a5oo v,� TOTf�L NON-DEM,4NDED V/�: 27242 V/� TOT/-�L NON-DEM,4NDED VA: 27353 V,4 TOTA�L NON-DEMP�NDED VA: 24a88 VA YOLT/�6E L-L: 208 LOGP�TION: UNIT 308 TOTAL EXISTING LOAD TOTAL EXISTING LOAD VOLTA6E L-G: 120 BUS R�TIN6: IOOA� TOTAL EXISTING LOAD �IRST 5,000 �(A �T 1009b: SO00 \/A X IOOgb = 8000 \/A FIRST 5,000 \/A P�T 1009b: SO00 \(A X IOOY = 8000 �/A TYPE: 3PH/4W M,41N GB: M.L.O �IRST 8,000 VA ,4T lOOg6: 8000 VA X IOOY = 8000 V,4 R�MAINING V,4 AT 40g6: I�i242 \/,4 X 40gb = 76a7 V,4 R�MAININ6 V,4 AT 40g6: I�i353 VA X 40gb = ��41 VA MOUNTING: REGESSED �IG R�TIN6: IO,OOO�MPS FULLY R1�TED R�MAININ6 V/� f�T 409�: Ib�i88 VA X 40gb = 67a5 V/� NOTES: EXISTINC� FED FROM: GRR�6E METER ST,�GK TOT/�L ELEGTRIGI�L LOAD WITH DEMAND F,4GTOR5 = 156a7 V/� TOT/�L �L�GTKIGf�L LOAD WITH DEMAND F/�GTORS = 15741 VP� TOTAL ELEGTRIGA�L LOAD WITH D�MAND FP�GTORS = 147a5 VA f�MPS P�T 208Y, IPH = 75 �tMPS P�MPS P�T 208V, IPH = 76 AMPS G I R. LOP�D DE5GR1 PTI ON G I RGU I T BRKR BUS G I RGU I T BRKR LOf�D DESGR I PTI ON G I R AMPS AT 208V, IPH - �I AMPS NO POLE TRIP TRIP POLE NO ,4DDED L0�4D G�4L.GULATION �4DDED L0�4D G�4LGULATION I REFRI6/D.W. I 20 P� 50 2 RP�N6E 2 qppEp L0�4D GP�LGUL,4TION LIGHTING � GENERAL R�GEPT,4GLE5 LIGHTING � 6ENERA�L R�G�PT,4GLE5 3 DININ6/KITGHEN REG�P I 20 B -- -- -- 4" LIGHTING ff GENER,4L REGEPTAGLES ,4R�A(S.F.): �/A / 5.�. L0,4D /�REA(S.F.): VA / 5.�. LO/�D � D I SPOS�L/K I TGHEN REGEP I 20 G O/,4FG I D I N I N6/K I TGHEN L I6HTS 6 p,R�?�(S.F.): �A� / S.F. LOAD 344 3.0 = 1032 �//� ��5 3.0 = 345 VA 7 M.W./KITGHEN REGEP I 2O I� O/f�FG I LOWER B�D/B,4TH 8 344 3.0 = 1032 �/P� LP�UNDRY BRANGH GIRGUIT LAUNDRY BRftNGH GIRGUIT q HOT TUB 2 SO B O/A�G I LIYIN6 ROOM 10 L�UNDRY BRANGH GIRGUIT I I500 = I500 YF� I I500 = I500 Y/� I I -- -- -- G O/f�FG I UPPER BED/B/�TH 12 I 1500 = ISOO v,� zs3z v,� I845 v,� NOTES: 2532 VA � G I RGU I T BR��KER TO BE /�FG I PROTEGTED. DRY�RS: DRY�RS: �� G I RGU I T BR��KER TO BE GF I PROT�GT�D. APPLI f�NG�S: �LEGTRIG DRYER I 5000 �/A = 5000 VP� ELEGTRIG DRYER I 5000 VA = 5000 VA APPL I ANGE QTY LOAD 5000 V�t 5000 V� �AGUZZI TUB I 1200 YA = 1200 V� 1200 V,4 TOTAL NON-DEM,4NDED VA: 7532 V,4 TOTAL NON-DEM,4NDED VA: 6845 V,4 LO�D G�NT�fi` - UI v I T �O� DRYERS: �LEGTRIG DRY��Z I 5000 VA = 5000 �/,4 TOT/�L /�DDED LO/�D TOT�L /�DDED LO/4D 5000 VA �IRST 8,000 �/f� AT IOOgo: 7532 \(A� X 1009b = 7532 VP� FIRST 8,000 \/A P�T 1009Y�: 6845 \/?� X IOOIb = 6845 VA YOLTP�GE L-L: 208 LOGP�TION: UNIT 30q REMAINING VP� AT 40g'o: O �/A X 409b = O VA R�MAINING VA AT 409b: O �/A X 403b = O VA VOLTP�6E L-6: 120 BUS RP�TING: 100?� TOTAL NON-DEMANDED VA: 873z �/A TYPE: 3PH/4W M�IN GB: M.L.O TOT,4L ELEGTRIG,4L LOAD WITH DEMAND F,4GTOR5 = 7532 V,4 TOT,4L �L�GTRIGAL LOAD WITH DEMAND F,4GTOR5 = 6845 VA MOUNTING: REGESSED �IG R�TIN6: IO,OOO�MPS FULLY RI�TED TOT�L. /�DDED LO�kD AMPS /�T 208V, IPH = 36 f�MPS AMPS ,4T 208V, IPH = 33 f�MPS NOTES: �XISTIN6 FED FROM: Gfi�R/�GE METER STfi�GK FIRST S,000 v� �T �oo�: S000 V� x �oo� = 800o v� R�MAINING VA AT 40�: 732 �/A X 40gb = 2a3 �/A TOT�L NEW LOrhD ON EXISTING PrhNEL TOTr+�L 1�tEW LOrhD ON EXISTING PRNEL G I R. LO/�D DESGRI PTI ON G I RGU I T BRKR BUS G I RGU I T BRKR LO�D DESGR I PTI ON G I R TOTAL NON-D�MAND�D LOAD: 34774 \/A TOTAL NON-D�MAND�D LO�D: 341�i8 \/A NO POLE TRIP TRIP POLE NO TOTAL ELEGTRIG,4L LOAD WITH D�MAND FP�GTORS = 82Q3 V,4 I DISP05/�L I 20 � 50 2 RP�N6E 2 AMPS AT 208V, IPH = 40 ,4MP5 �IRST 8,000 VA ,4T 10096: 8000 \/,4 X 100� = 8000 V,4 FIRST 8,000 \/� ,4T 1009b: 8000 VP� X 1009b = 8000 VA 3 DISHWf�SER I 20 B -- -- -- 4 R�MAINING V,4 f�T 409�: 26774 \/A X 409b = 10710 V/� R�MAINING V/� f�T 40�: 261q8 VA X 409b = 1047a Vf� 5 LIGHTIN6 I 20 G 20 I LIGHTING 6 TOT�L NEW LO�D ON �XISTING P�NEL 7 L I6HT1 N6 I 20 � 20 I KI TGHEN REG�P 8 TOTAL NON-D�M?�ND�D LOP�D: 33720 �/A TOTAL ELEGTRIG�L LOP�D WITH DEMRND F�GTORS = 18'110 VA TOT�L ELEGTRIGAL L0�4D WITH DEMAND F�GTORS = 184'19 V� q L I 6HT1 N6 I 20 B 50 2 HOT TUB I O �4MP5 �4T 208Y, IPH = 90 AMPS A�MPS AT 208V, IPH = 89 ,4MP5 I I SP�GE G -- -- -- 12 �IRST S,000 VA AT loo�: S000 VA x loo� = 800o v,4 NOTES: REMAINING V,4 ,4T 40g6: 25720 VA X 40� = 10288 V,4 � G I izGU I T BizE�KER TO BE ��G I PROTEGTED. �� G I RGU I T BR��KER TO BE GF I PROT�GT�D. rorAL �crr�ic�L Lo�v wi�r+�+ nEr�rAt�v F�cTORS = ie288 v� ,4MP5 RT 208V, IPH = 88 �MPS Q�P�o ����! O o y� z �� � . V' U � c�v � Q � - M ��C/ ,�b�S ``G�� � �, � ° � � � � � v � ° � � �. � C ,,, ar � L 1 N H EA D V 1 L LA E VA 1 L 8165 7 ��� � � :] r G MATERIAL SYMBOLS: ABBREVIATIONS: GENERAL NOTES: DRAWING INDEX: ARCHITECTURAL A0.0 COVER SHEET � � I I I I I I I I EARTH PLYWOOD ABV ABOVE L LENGTH p� DO NOTSCALE DRAWINGS X7 .O EXISTING GARAGE LEVEL PLAN - AREA CALCS � °° AFF ABOVE FINISHED FLOOR LDT LIGHT AND DRAPERY TROUGH � AP ACCESS PANEL LT LIGHT TROUGH � � `o_ o _p p POROUS FILL/DRAINAGE FINISH WOOD qDD ADDENDUML LVR LOUVER 02 VERIFY ALL DIMENSIONS, CONDITIONS AND UTILITY LOCATIONS ON X7 .7 EXISTING FIRST LEVEL PLAN - AREA CALCS � ��- THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING �"-" o0 ADJ ADJACENT MH MANHOLE ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR X7 .2 EXISTING SECOND LEVEL PLAN - AREA CALCS � Q � � � � ALT ALTERNATE MFR MANUFACTURE (ER) DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. X1 .3 EXISTING THIRD LEVEL PLAN - AREA CALCS � � � i���i%i��� ALUM ALUMINUM MO MASONRY OPENING � '" -.. . ���i%;�i��j STONE MASONRY � WOOD-ROUGH ARCH ARCHITECT (URAL) MTL METAL 03 AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY �� �`� '' � � / RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT BEFORE X1 .4 EXISTING FOU RTH LEVEL PLAN - AREA CALCS BSMT BASEMENT MAX MAXIMUM CONSTRUCTION CONTINUES IN THOSE AREAS. BRG BEARING MECH MECHANIC (AL) X7 .5 EXISTING ROOF PLAN a' . ° STRUCTURAL CONCRETE BLOCKING gTL BTUM NDUOUS M M MEMBRANE ABINET 04 PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE, X2.2 EXISTING SECOND LEVEL-U NIT 208 PLAN UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE � BLK BLOCK M METER (S) TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR X 2.3 E X I S T I N G T H I R D L E V E L-U N I T 3 0 8 A N D 3 0 9 P L A N S BLKG BLOCKING MM MILLIMETER (S) BEAMS UNLESS OTHERWISE NOTED. ��� 'j% X CONCRETEMASONRYUNIT �� � � � GYPSUMBOARD BOT BOTTOM MIN MINIMUM X2.4 EXISTING FOURHT LEVEL�UNIT 3O� AND 3O9 PLANS BLDG BUILDING MIR MIRROR 05 PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. CPT CARPET (ED) MISC MISCELLANEOUS LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL X2.5 EXISTING ROOF PLANS CSMT CASEMENT MULL MULLION MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, Q BATT INSULATION C CAULK (ING) NAT NATURAL COUNTERTOPS, SHELVES AND CLOSET RODS. X3.1 EXISTING WEST ELEVATION CLG CEILING NR NOISE REDUCTION CT CERAMIC TILE NOM NOMINAL 06 O DENOTES DOORS. REFER TO FLOOR PLANS FOR LOCATIONS. REFER X3.2 EXISTING SOUTH ELEVATION � RIGID INSULATION COD CA BON MONOXIDE DETECTOR N S NOT TO SCOALEACT TO DOOR SCHEDULE FOR DOOR TYPES. X4.1 EXISTI NG SECTION � COL COLUMN OPG OPENING 07 O DENOTES WINDOWS. REFER TO WINDOWS AND FLOOR PLANS FOR CONC CONCRETE OPP OPPOSITE LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. A7 .2 PROPOSED SECOND LEVEL PLAN O STEEL/METALAS NOTED CONST CONSTRUCTIONSONRY UNIT OHH OVEROHEADAND A1 .3 PROPOSED THIRD LEVEL PLAN J CONT CONTINUOUS PR PAIR A1 .4 PROPOSED FOURTH LEVEL PLAN v CJT CONTROL JOINT PK PARKING 08 COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING, FLOOR AND WALLS SPACES. VERIFY LOCATIONS WITH � CPR COPPER PVMT PAVEMENT A1 .5 PROPOSED ROOF PLAN CARPET CUST CUSTOM PL PLASTIC LAMINATE ARCHITECT. � ������� ������� ���������� M DT DRAPERY TROUGH PT POINT 09 IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY A2.2 PROPOSED SECON D LEVEL PLAN-U NIT 208 PLAN � Z DTL DETAIL PSF POUNDS PER SQUARE FOOT THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THIS o�M DIMENSION PS� POUNDSPERSQUAREINCH A2 3 PROPOSED THIRD LEVEL-UNIT 308 AND 309 PLANS � PROJECT,THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ' Z a DR DOOR PL PROPERTY LINE ARCHITECT. � � oRw DRAWING QT QUARRYTILE A2.4 PROPOSED FOURTH LEVEL-UNIT 308 AND 309 PLANS J o DF DRINKING FOUNTAIN REF REFR GE ATOR A2. PR P ED R F PLAN � � � 1 1 ELEC ELECTRIC (AL) 5 O OS OO F � EL ELEVATION (S) 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL A4.00 A4.00 ELEV ELEVATOR REQ REQUIOREDE (D), (ING) APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED A3.7 PROPOSED WEST ELEVATION r � N APPROVALS.THIS PROJECT IS GOVERNED BY THE INTERNATIONAL EQ EQUAL RES RESILIENT 0 y EXH EXHAUST REV REVISION (D), (ING) BUILDING CODE, 2009 EDITION. CODE COMPLIANCE IS A3.2 PROPOSED SOUTH ELEVATION a � BUILDING SECTION REFERENCE ELEVATION REFERENCE EXTG EXISTING REV REVERSE \MAORDAHOR DOES NONCO FOROM TO ALL RENEVANT�CODESPERMIT A4.7 PROPOSED SECTION W W Z EXT EXTERIOR RH RIGHT HAND = � FOC FACE OF CONCRETE R RISER INCLUDING IBC AND ALL LOCAL AND REGIONAL CODES. H A4.2 PROPOSED CROSS SECTION z FOF FACE OF FINISH R&S ROD AND SHELF � FOM FACE OF MASONRY RD ROOF DRAIN 11 THE CONTRACTOR SHALL FIELD COORDINATE AND OBTAIN A6.1 EXTERIOR DETAILS O ? � � FOS FACE OF STUDS RDT RECESSED DRAPERY TRACK CUPROG,�NORCOHING OR DRIILLING O NIY CAST-NO-PLACE A6.2 EXTERIOR DETAILS Z A4.00 � A4.00 FIN FINISH (ED) RFG ROOFING J � Q � `� FFE FINISHED FLOOR ELEVATION RM ROOM CONCRETE, STEEL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS a � FE FIRE EXTINGUISHER RO ROUGH OPENING WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. AH.O WALL D ETAI LS � � DETAIL REFERENCE DETAIL REFERENCE FDC FIRE DEPARTMENT CONNECTION R/S ROUGH SAWN FHC FIRE HOSE CONNECTION S SEALANT (EXTERIOR) y � FEC FIRE EXTINGUISHER CABINET SHTG SHEATHING STRUCTU RAL � � FP FIREPLACE SHH SHOWER HEAD 12 THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND STAKE MAIN 1 FPS FIREPROOFING, SPRAYED SHC SHOWER CONTROLS OUTTHE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT S7 GENERAL NOTES AND DETAILS � 100'-0" A4.00 FLR FLOOR (NG) S M S MILAR ETAL APPROVAL PRIOR TO BEGINNING ANY SITE WORK. S2 FO U N DATIO N AN D FI RST F LOOR F RAM I N G P LAN m � � FD FLOOR DRAIN SC SOLID CORE 1 3 IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE S 3 S E C O N D F L O O R F R A M I N G P L A N r HEIGHT REFERENCE FTG FOOTING SPEC SPECIFICATON (S) CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, N SECTION REFERENCE F N D F O U N D A T I O N S Q S Q U A R E M A T E R I A L S, T R A N S P O R T A T I O N, S U P P L I E S, E Q U I P M E N T, E T C.T O O B T A I N S 4 T H I R D F L O O R F R A M I N G P L A N O y FBO FURNISHED BY OTHERS STD STANDARD A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE �' �`�°"`�• FPHB FREEZEPROOFHOSEBIB ST STAIN INDUSTRY. S5 FOURTH FLOOR FRAMING PLAN PROJECT SUMMARY� � FUR FURRED (ING) STL STEEL ■ ROOM NAME GA GAGE, GAUGE SD STORM DRAIN 14 ALL BUILDINGS TO FIT WITHIN PROPERTY LINES WITHOUT CROSSING S6 ROOF FRAMING PLAN � GALV GALVANIZED STR STRUCTURAL Code: EASEMENTS OR SETBACKS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. International Buildin Code 2012 GC GENERAL CONTRACT (OR) TEL TELEPHONE g � GL GLASS, GLAZING TV TELEVISION Project Occupancy: R-2 REVISION REFERENCE ROOM NAME GYP GYPSUM BOARD THR THRESHOLD 15 PROVIDE ACCESS PANEL TO MOTOR FOR ALL WHIRLPOOL-TYPE TUBS. M EC HAN ICAL Construction Type: TYPE II-B - HB HOSE BIB T&G TONGUE AND GROOVE COORDINATE ACCESS LOCATIONS WITH INTERIOR DESIGNER AND MO.O MECHANICAL COVER SHEET Building Uses: Mixed Use: S-2, B, E, M, and R-2 � HDW HARDWARE TOS TOP OF SLAB ARCHITECT TO PROVIDE INCONSPICUOUS LOCATION. HDR HEADER TOS TOP OF STEEL Fire Suppression: HTG HEATING TOW TOP OF WALL M1 .� SCHEDULES & SCHEMATICS Existing IntelligentAddressable FireAlarm GRID W�� HVAC HEATING/VENTILATING/AC TB TOWELBAR MZ.1 FIRST LEVEL MECHANICAL PLAN ExistingFireSprinklerSystem ISSUEDFOR: DATE: HT HEIGHT TR TRANSOM HC HOLLOW CORE T TREAD MZ.2 SECOND LEVEL MECHANICAL PLAN SCHEMATICDESIGN 12.20.11 GRID BUBBLE WALL TYPE REFERENCE HM HOLLOW METAL TYP TYPICAL HOR HORIZONTAL UNO UNLESS NOTED OTHERWISE MZ.3 THIRD LEVEL MECHANICAL PLAN HOAPRESENTATION 1.26.12 HWH HOT WATER HEATER VB VAPOR BARRIER � INCL INCLUDE (D), (ING) VIF VERIFY IN FIELD MZ.4 FOURTH LEVEL MECHANICAL PLAN PRELIMINARYPRICING 3.19.12 ID INSIDE DIAMETER VERT VERTICAL HOARESPONSE 4.9.12 IBC INSTALLED BY CONTRACTOR VCT VINYL COMPOSITION COPY RIGHT RESERVATION TOVFINALREVIEW 9.10.12 4 A8�1 2 11 IBO INSTALLED BY OWNER WC WATER CLOSET ELECTRICAL INS INSULATE (D), (ION) �NP WATER PROOFING The drawings, specifications and other documents TOVFINAL RESPONSE 11.12.12 3 INT INTERIOR WWF WELDED WIRE FABRIC E2.2 LIGHTING PLAN UNIT 208 prepared by the Architect (Michael Suman Architect, JC JANITOR'S CLOSET W WIDTH, WIDE LLC) for this project are instruments of the Architect's BUILDING PERMIT 3.11.13 INTERIOR ELEVATION REFERENCE WINDOW TAG KIT KITCHEN WDW WINDOW E2.3 LIG HTI N G PLAN U N IT 308 service for use solely with respect to this Project and, LAM LAMINATE (D) WO WITHOUT unless otherwise provided in writing, the Architect shall be LAV LAVATORY WD WOOD E2.4 LIGHTI NG PLAN U N IT 309 deemed the sole and exclusive author of these LH LEFT HAND documents and shall retain,without limitation, all common law, statutory and other reversed rights, 33 STN--�-TILE including the copyright hereof. No person,whether � Z�13 MICHAEL SUMAN ARCHITECT,LLC. `�!J ALL RIGHTS RESERVED. RECEI VED having come rightly into possession hereof or otherwise, DOOR TAG MATERIAL BREAK shall employ these documents on any other project, nor SCALE: for additions to this Project nor for the completion of this DRAWN: MDS By David Rhoades at 1:25 pm, Mar 27, 2013 Project by others, unless with the prior express written consent of the Architect and upon appropriate compensation to the Architect in an amount and kind PROJECT#: 901 satisfactory to the Architect. The Architect expressly SHEET TITLE: COVER SHEET OWNER: ARCHITECT: CONTRACTOR: STRUCTURAL ENGINEER: MECHANICAL ENGINEER: ELECTRICAL ENGINEER: LIFE/SAFETY ENGINEER, nlaionfdep�eford signasnd/oe oastrualtionlpurposesof 208 JAVIER BARRIOS SUMAN ARCHITECTS SRE BUILDERS, INC. KRM CONSULTANTS, INC RADER Engineering, Inc. ARCHITECTURAL ENGINEERING DESIGN GROUP, INC. BCER ENGINEERING, INC. this Project as noted. These materials may not be 209 JORGE ESTEVE 141 EAST MEADOW DRIVE, SUITE 21 1 P.O. Box 6376 970.949.9391 P.O. BOX 8610 1900 WAZEE STREET,SUITE 255 5420 WARD ROAD, SUITE 200 copied, modified, nor employed in any way without the 309 LUCILA DE LA LAMA VAIL, COLORADO 81657 Vail, CO 81658 CONTACT: Kim McGhee Avon, CO 81620 DENVER, COLORADO 80202 ARVADA, COLORADO 80002 specific prior written consent and permission of the 970.471.6122 970.845.6359 EMAIL: kim@krmconsultants.com P: 970.845.7910 P: 303.296.3034 303.422.7400 Architect. CONTACT: MICHAEL SUMAN CONTACT: Bryan Houle CONTACT: Jeff Mullikin CONTACT: Steve Rondinelli ■ EMAIL: michael@sumanarchitects.com CONTACT: STEVE ELICKER EMAIL: BryanH@raderengineering.com EMAIL:jmullikin@aedesign-inc.com EMAIL:Srondinelli@bcer.com �O 2013 Michael Suman Architect, LLC. All rights reserved. EMAIL: steve@srebuilds.com Q�P�o ����! 15 16 17 18 O _ Is-s%" � as%" � ie-ioY" � � y,� i z �"' v� � - - - � � • a O D U=3 N � �C/ — M � EXIT � So ,C � �b S L G� � 0 ' �' E , � o � � � N n U � N i �, � h. � U�. � � � � O � � cn � I � � � � U .� � q � I �r �' � STORAGE � � � ''" Q � � �7 '� O - - - _ O � � � � � ° , � � � � .� � � � � q � O - O � � 13 13A 14 14A I \ O O O O O O O O O O O O . 4 1 2 3 4 5 6 7 8 9 10 11 12 � I � RENTALSHOP O I I STORAGE I I I � O RECEIVING Q � � � � � � � � a , O _ � _ _ O o � � � o O� � - - - O � o� � i � o � " - - - - - - � i � � - r� O � a > W o TRASH � i Z � o � � � � � �' � Q BREAK � = � ROOM O � - - _ - - - O � I ELEC � � M 0 . � � � MECHANICAL � � EQUIPMENT ELEC. O REST�ROOM JANITOR � i � � - � ELEC � r N ■ I METERS � � � � I I � � o � � � � � - - � � �� , , Z � RESTROOM � � � � O � Z � o / � I � � / � ' � _ � _ � J Z - � - i i i i i i i i � � � � � a O o SKI SCHOOL�� EXISTING � I I � � MANAGER � � i I I I � � � � I � I I � PARKWG � _ � � Q � � GARAGE � '+ � � � � � � W J' -� -- - - - - - - I - - - I - - - I - - - � - - - rt - - - - - - - I - I - - _ � JM W n � AS�SIST I I I - - - - O r o � � � � � Exio c I I H < � � i i O J SKISCHOOL � SUPERVISORS � 0 HALLWAY o � 1 INSTRUCTOR O M CHECKOUT �^ � 0 � � EXTRA � � PHONE � 0 � CENTER � 0 ISSUED FOR: DATE: O� i q SCHEMATIC DESIGN 12.20.11 0� � � � - — ❑ � ❑ 0 � L� � � � � HOA PRESENTATION 1.26.12 sa�ES PRELIMINARYPRICING 3.19.12 � � � TICKET LOCK-UP STORAGE o - - - � � - � - o HOA RESPONSE 4.9.12 � ROOM COPY � � O AREA TOV FINAL REVIEW 9.10.12 SUPERVISORS � � I � � � � � , TOV FINAL RESPONSE 11.12.12 � �4-0° �4-0° �4-0° �4-0° o sTORacE BUILDIN�PERMIT 3.11.13 ,4-0. 14_ . o q I 10 11 12 13 14 i � TICKET SKISCHOOL AREA CALCULATION SUMMARY: SUPERVISOR SUPERVISOR 5,966 sq ft � ° � scaN COMM SAo SUPEQORS GRFA COMMERCIAL SKI Q GARAGE LEVEL O SQ FT �J,966 SQ FT OP O �� 2013 MICHAEL SUMAN ARCHITECT,LLC. ��� ALL RIGHTS RESERVED. � SCHOOL HALLWAY SCALE: 1/4��=��-O�� o � o FIRST LEVEL 2,047 SQ FT 14,307 SQ FT SECOND LEVEL 12,116 SQ FT 0 SQ FT Exir ° srniR DRAWN: MDS O I l - - O THIRD LEVEL 12,194 SQ FT 0 SQ FT o � REBECCA �� SCAN FOURTH LEVEL 2,424 SQ FT 0 SQ FT ouTOOOR o j MANAOGER TOTAL: 28,781 SQ FT 20,273 SQ FT R R PROJECT#: 901 � TICKETING ADVANCED � CASH/AUDIT TICKEO LES 5_S.i 8_Sr ,6._,�y SHEET TITLE: FLOOR PLAN � � � 15 16 17 18 VESTIBULE �A��T � EXISTI N G GARAG E LEVE L P LAN � � ' o 0 X1.0 sca�E: 1/8" = 1'-0" O o -o - _ o o _ _ I�_ O i,b° 6,-v%" �o�-�Y" ia,-T� 22,_i.� i4�-�Y" 9�-iY" v��.� � i a� � ��-0�� I 1.1 1.5 2.3 3.2 4.9 5.9�, 6.6 7.2 � � 4 / 14'-' 14�-0�, �4�-0�, �4�-0�, �4�-0�, �4�-0�, �4�-0�, �4�-0�, � O O O O O O � O Q�P�o ����! 15 16 17 18 O _ Is-s%" + as%" � ie-ioY" � � y,� i z �"' v� O _ _ O `� • a � u' U U=3 cov �_ Q s� � M �� � EXIT � �y�S ``�� O - - - - - - �� O � � �� � �� �� � � � " o � � r N � 1,130 sq ft I I I q � � ' COMM I I � � RETAIL 8 � 0 � � � � - - - - - - - - - -JJ � ? � m � � � � � � .� � Q .� � � � � �,,�� a � �� � � � � � � O - - ' ' ' O � � � � � ° � � � � 549 sq ft� � � � � COMM RETAIL 7 Q I � I I � � _ _ II � V � I I I I � 13 � 13A 14 14A � � q ' � 0 0 0 0 �' a � ,o �� �z � i 769 sq ft I I � COMM � I � � REO 6 I I � I I I I I II Q li ' O - - - - - - - - -- - - � O O � � � � � � � � � � � � o I c.� O� � - - - - - - - - - - - - � - - - � - - - � - - - - - - _ _ , _ - - - - O � o� � I i0 � o -� � - - - - - - 0 0 _ _ _ o _ _ - o _ _ _ o - _ o _ _ o _ _ � _ _ o _ _ o _ _ _ o - - !, � � ; W o ENTRY LOBBY I � I � I I ' ' j � a � � � � � � � 588 s ft I 1,069 sq ft 480 s ft ' BEORaoMi ? � � I i I 3,507 sq ft q I q � COMM COMM COMM COMM _ � _ _ _ O � M I RETAIL 1 I RETAIL 2 � I I RETAIL 3 RETAIL 4 RETAIL 5 BATH 1 � n 0 0 0 0 0 o II � � 1,288 sq ft � o �- II O • T a N I COMM I � i BEDROOM2 II � � o < G N � � � � O O '� I ' I II � Q II W N � BATH 2 � Z � - - - - - - - - - O - - - ❑ - - 0 - - - 0 - - 0 _ OO � p - - p - - - ❑ _ _ I' _ - - - �� _ ° , H � � � � o � �ii � o � - i i I ; i � - - - - � � � Z MEN'S RM \WOMEN'S RM � � � � i � i i i o � o � �o0 949 sq ft I I � � a � � � O o � , EMPLOYEE UNIT I I � � , � , , , � � GRFA � O � � L _ �� — - -- � L���N��RM � '� q— � � ���� � o � � � � , — - - �� , - - , - - - , - - - � - - - � - -� - - � � � � � - - p II J / � II m � � EXIT � _ � O I � STAIR I I I I . - - � � I I � K � � � - - - - - - - - - - '�� � � � O , � ❑ ❑ O � ❑ � � O � � � OFFICE � � � � ° � i� 4,945 sq ft � � < ' / ` COMM ' ' ' � ' -' ' RETAIL-GARF'S I O � � eNrev � � I I I I I I I i - - � � � � I I i N I - - - _ _ --�_ - - - - - - � - - i ISSUED FOR: DATE: 0� - � � � - - � Q SCHEMATIC DESIGN 12.20.11 - - - - - - - - � � 0� �� � �- � � � �- ��� - �� - - --- - �I- - I � �' � � � � 0 HOAPRESENTATION 1.26.12 i II II II � I � I I I I I I i I'I PRELIMINARYPRICING 3.19.12 i � � i � 0 0 0 I O - - � O HOA RESPONSE 4.9.12 i I I � I I I I I TOV FINAL REVIEW 9.10.12 I � � � � � � �� �� � � I � � � � � � � 1,098 sq ft � I I � � � � � � GRFA I I TOV FINAL RESPONSE 11.12.12 ,4-0 ,4-0 ,4-0 ,4-0 o ' uN�T�o� � I _ BUILDINC'i PERMIT 3.11.13 ,4-0. 14_ . - o q 10 11 12 13 14 I I I I I I I I I AREA CALCULATION SUMMARY: I I ' II � � � � � � � GRFA COMMERCIAL GARAGE LEVEL 0 SQ FT 5,966 SQ FT � _ �J � � zo�s MicHnE�suMnN aRCHiTECT,��c. ALL RIGHTS RESERVED. ' FIRST LEVEL 2,047 SQ FT 14,307 SQ FT / SCALE: 1/4"=1'-0" SECOND LEVEL 12,116 SQ FT 0 SQ FT i i i i i i o Exir DRAWN: MDS QO - - - - - - - - - - - - - - - - - - - - - O THIRD LEVEL 12,194 SQ FT 0 SQ FT STAIR ' � � � � � � FOURTH LEVEL 2,424 SQ FT 0 SQ FT � � - TOTAL. 28,781 SQ FT 20,273 SQ FT O O PROJECT#: 901 SHEET TITLE: FLOOR PLAN - 5�_5%�. 8�-5r.� ,6�_,�,� ' EXISTING FIRST LEVEL PLAN 15 ,6 17 ,8 � � � � � � � 1 O I , � I - !� - - - ! I_ _ _ - I_ - - _ O X1.1 sca�E: 1/8" = 1'-0„ - - - - - _ _ _ _ _ _ _ _ i�b° 6,-s%" �o�-�Y" ia,_T� 22,_i.� 14�_�y,� � y�_�y�, � g,�.� � � �a���, ��-0�, 1.1 1.5 2.3 3.2 4.9 5.9�, 6.6 7.2 � ia_4 14-0, �4-0, �4-0, �4-0, �4-0. �4-0, �4-0. � O O O O O O � O Q�P�o ����! 15 16 17 18 O _ Is-s%" + as%" � ie-ioY" � � y,� i z �"' v� O _ _ O `� • a O D U=3 N � �C/ — M � � ,l y�S L�G� � - - - - - - -- � 836 sq ft � � GRFA ,� ° UNIT 201 '- � LIVING ROOM Q � U 0 � � h•• � U�. � � � � O O � � � � � U .� � q � �r ,�. � r� � (7 � "p R �7 � �ll � 0 . _. _ _ _ I - _ _ _ _ 0 � � � ° " � � � � � .� � � � q � � � 1,119 sq ft Q 13 13A 14 14A G RFA 1 2O O3 4O OS O6 O7 O8 O9 10 11 12 �� LIVING ROOM ° 0 O � i � � a , oc � O O o � � � o � F' � I - - - - - - - - - - - - i _ _ _ F' � O P O � Exi TiN s c °� I i F�nT RooF J Q BELOW � /y� ON — — — — — _ , . . . . . _ � \r � � , > W o COMMON I CORRIDOR a Z � I o Z � a 872 sq ft 1,101 sq ft 1,189 sq ft 853 sq ft � � G RFA gEp G RFA G RFA G RFA _ J � ' , UNIT 209 ROOM UNIT 210 UNIT 211 UNIT 212 O � M I - I LIVING ROOM 0 LIVING ROOM i LIVING ROOM LIVING ROOM � � 0 0 0 o I � 0� I � - H O r � N � � � G N I � COMMON M COMMON I ` - ELEMENT ELEMENT / EL TOR Q r o ,�r o W W _ ;� ; _ _ o- -, - - - - _ _ �, - - - o y � .• � .• � � � DINING � ROOM � HALL O � O � � � O � � � � � � � � O � � � � BATH � R M BATH \ BATH V BATH �� � _ _ � OO � Z O O R� O RO R� � 1 � �� � 764 sq ft � � � � . . � . � . ii • � � � � � 0 �I �RFA a O o - > �� KITCHEN I I UNIT 203 � � I � I ! i II LIVING ROOM 0 II i �� COMMON COMI'�MON 0 N Z - OO CORRQIDOR I� � I I _ COR�R I _ Q u � _ i O I � - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � e riN� • I �STEAM � \ � �M S WER / � I W O � O � / � n � 0 EXIT DINING _ _ _ _ _ _ . KITCHEN O O r � I STAIR ROOM � ` � � BATH � r � RO O � ° � � � �� � .. _ _ _ � � '�0 �-- Z � 1,128 sq ft 773 sq ft 1,447 sq ft � GRFA GRFA GRFA UNIT 207 UNIT 206 , UNIT 205 LIVING ROOM LIVWG ROOM �I LIVING ROOM 846 sq ft BED o 0 0 \ F�nr RooF ROOM I ` BE`°"" GRFA o � � - �_ O � � , � UNIT 208 � LIVING ROOM � \ 0 � I I � \ \ � ISSUED FOR: DATE: O I � _ _ _ , _ q � � i SCHEMATIC DESIGN 12.20.11 � O ' �, - - - - _ _ - - - - - - - � - - - -�_ 0 — HOA PRESENTATION 1.26.12 PRELIMINARYPRICING 3.19.12 � ' Oo – Oo HOA RESPONSE 4.9.12 11$8 Sq ft TOV FINAL REVIEW 9.10.12 i i GRFA TOV FINAL RESPONSE 11.12.12 � � UNIT 204 ,4-0 ,4-0 ,4-0° ,4-0 ,4-0 �4-a uviNCROOM BUILDINGPERMIT 3.11.13 o q 10 11 12 13 14 I I I I I I I � AREA CALCULATION SUMMARY: � � � � � � � GRFA COMMERCIAL GARAGE LEVEL 0 SQ FT 5,966 SQ FT O _ _ _ _ _ _ _ _ O �� 2013 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. ' FIRST LEVEL 2,047 SQ FT 14,307 SQ FT SCALE: 1/4"=1'-0" SECOND LEVEL 12,116 SQ FT 0 SQ FT O - _ _ � I � � I I O THIRD LEVEL 12,194 SQ FT O SQ FT DRAWN: MDS ' � � � � � � FOURTH LEVEL 2,424 SQ FT 0 SQ FT � - TOTAL. 28,781 SQ FT 20,273 SQ FT O O PROJECT#: 901 SHEET TITLE: FLOOR PLAN - 5�_5%�. 8�-5r.� ,6�_,�,� ' EXISTING SECOND LEVEL PLAN 15 ,6 17 ,8 � � � � � � � 1 O I , � I - !� - - - ! I_ _ _ - I_ - - _ O X12 sca�E: 1/8" = 1'-0„ - - - - - _ _ _ _ _ _ _ _ i�b° 6,-s%" �o�-�Y" ia,_T� 22,_i.� 14�_�y,� � y�_�y�, � g,�.� � � �a���, ��-0�, 1.1 1.5 2.3 3.2 4.9 5.9�, 6.6 7.2 � ia_4 14-0, �4-0, �4-0, �4-0, �4-0. �4-0, �4-0. � O O O O O O � O Q�P�o ����! 15 16 17 18 O _ Is-s%" + as%" � ie-ioY" � � y,� i z �"' v� O _ _ O `� • a O D U=3 N � �C/ — M � � ,l y�S L�G� � _ _ _ - � 751 sq ft � E GRFA �o ° UNIT 301 '- � LIVING ROOM Q � U 0 � � h•• � U�. � � � � O O � � � � � U .� � q � �r ,�. � r� � (7 � "p R �7 � �ll � 0 . _. _ _ _ I - _ _ _ _ 0 � � � ° " � EX�sT�N� � � � � . F�Ar RooF ° ae�ow � cn ? q � O O 1,119 sq ft Q 13 13A 14 14A G R FA 1 2O O3 4O OS O6 O7 O8 O9 10 11 12 LIVING ROOM ° 0 ExiSriNG � FLAT ROOF O BELOW � � °a , oc � O O o � � � o � � � � - - - - - - - - _ - _ _ _ _ _I ` � O� �I � EX�s,�N� O � o� , � � F�AT RooF � o `" BELOW /y� O� , � •-� I - - - - - - I ICOMMON ' W Q I CORRIDOR I o Z a 872 s ft 1 186 s ft 1 186 s ft 849 s ft � � q , q , q q 0� GRFA GRFA GRFA GRFA J O - - - - — H , � , II � �I .: . O � M UNIT 309 UNIT 310 UNIT 311 UNIT 312 - I LIVING ROOM LIVING ROOM i LIVING ROOM LIVING ROOM � � 0 0 0 0 � - y o _ r N � ;� �,� %� � � - ' � � � BED � � � i � G N I � / ��\ ROOM / ��� i ��� i ��V � COMMON � � COMMON I ` 0 ELEMENT ELEMENT Q r o � o W � — �� Z Z � � _ IA � - - - - - - _ : ' �� O � DINING , •� •� ��� � � I - - O Y, R� � HD ATO � O � . O . O • • �. , ' � N o � � � � � � I - I _ _ _ _ - . J J R M � � O Z V I � � � �V ' � 764 sq ft — � . . O . O . � � � � � � ' a O o G RFA �� � � o I �� KITCHEN I ! i II � LIVING ROOM � � I N Z � COMMON COM'�MON 0 �/ — �� OO CORQ R I� �- i I _ COR�R�IDOR I I _ 4- i V o � _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ � W � � � '� � . a � . � i ', � , ; m O O � � � � STAIR ROOM KITCHEN ROOM � � �i - - - - - - - � ��K T � � � � � � F � � 0 0 ' � ° o y � �� � .. � � � � �„ �� �„ - �„ � „ „ „ „ Z � , .-, , ,-, , ,-, , ,-, 1,128 sq ft � 858 sq ft 1,447 sq ft � GRFA GRFA GRFA UNIT 307 UNIT 306 UNIT 305 LIVING ROOM LIVING ROOM LIVING ROOM o X o 0 �� 846 sq ft � RooM � � ' ` � GRFA ° _ �_ O � � I �FLAi ROOF � � ee�ow UNIT 308 � LIVING ROOM \ 0 \ � I � \ \ � ISSUED FOR: DATE: O I � _ _ , _ q � � i SCHEMATIC DESIGN 12.20.11 � O ' �, - - - _ _ _ - - - - � - - - -�_ 0 — HOA PRESENTATION 1.26.12 PRELIMINARYPRICING 3.19.12 � ' �I Oo – Oo HOA RESPONSE 4.9.12 � TOV FINAL REVIEW 9.10.12 11 f , 88 sq t i i ' GRFA TOV FINAL RESPONSE 11.12.12 � � UNIT 304 ,4-0 ,4-0 ,4-0° ,4-0 ,4-0 �4-a uviNCROOM BUILDINGPERMIT 3.11.13 o q 10 11 12 13 14 I I I I I I I � AREA CALCULATION SUMMARY: � � � � � � � GRFA COMMERCIAL GARAGE LEVEL 0 SQ FT 5,966 SQ FT O _ _ _ _ _ _ _ _ O �� 2013 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. ' FIRST LEVEL 2,047 SQ FT 14,307 SQ FT SCALE: 1/4"=1'-0" SECOND LEVEL 12,116 SQ FT 0 SQ FT O - _ _ � I � � I I O THIRD LEVEL 12,194 SQ FT O SQ FT DRAWN: MDS ' � � � � � � FOURTH LEVEL 2,424 SQ FT 0 SQ FT � - TOTAL. 28,781 SQ FT 20,273 SQ FT O O PROJECT#: 901 SHEET TITLE: FLOOR PLAN - 5�_5%�. 8�-5r.� ,6�_,�,� ' EXISTING THIRD LEVEL PLAN 15 ,6 17 ,8 � � � � � � � 1 O I , � I - !� - - - ! I_ _ _ - I_ - - _ O X1.3 sca�E: 1/8" = 1'-0„ - - - - - _ _ _ _ _ _ _ _ i�b° 6,-s%" �o�-�Y" ia,_T� 22,_i.� 14�_�y,� � y�_�y�, � g,�.� � � �a���, ��-0�, 1.1 1.5 2.3 3.2 4.9 5.9�, 6.6 7.2 � ia_4 14-0, �4-0, �4-0, �4-0, �4-0. �4-0, �4-0. � O O O O O O � O Q�P�o ����! 15 16 17 18 O _ � s�-s%" � a�-s%" � ie-ioY" � � y,� z ap'�. v� O r - - ---� �_----i _ _ O Q c,� ... 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I ! _ � I � I � � � � � ` i i � I I � � ,� �� � � � � :i i � �� � �� ii i ��� � �� � ��i i ISSUED FOR: DATE: - - _- � _ _ r -� � � - �� , _ r--� - - — � , _ � �- _ � i i i q 0_ �� � � � _ �__L � �__� � � � �-- �� � �� � �-- �� � � � � � �_ fl. � . i i < � t i i _I �__ __ i i i i � i � i i � i � i � I i i i i � i ! i � C i i i l i _ � _ i i SCHEMATIC DESIGN 12.20.11 � i i ; ii � i ii � i i � i i i�i� i i ii � I I I I I I I . --- I � � I � � . _ � � � � I� )_�_ J � � � , I � I I I �, �� LI------ I I �-----------1 I , �_ _ _ l �-----�------- � --- � I _ I �-------------�------------1 I L I _ I N � I � --- � �. - - --------- �° - - � - - _ _ � - - � f � ti �� 1_�_i_� , ��-i'�--!--�----i-� -�--- �-----�-�� � � ! i� � � ! � i ' !--�--------�- -- -�---------� i i � , � i �--�---------�------ -------�� !a�� � ��_ ���i �_i ��� � - _� ,_ �_� _� �_� _ �_ �-_��� � 0 HOAPRESENTATION 1.26.12 � i i I i � Ii � i i � y � I _ I_ii i - i i � I � i � �I �I ��i i i i i PRELIMINARYPRICING 3.19.12 �I � � � i i� � i�i i i ` i i.i_� � i ili ��i-� i � �---- _�i-� �i� � i i i � � � � � � � -[ _ -' _ _ ��� Oo f i i� -- --- -=,�' Oo HOA RESPONSE 4.9.12 � I �---_--- _=_ _--� I �----- -- --- -� � I��-------- �li : t i' _ _. _ _ _ _ L_- _ _ i TOVFINAL REVIEW 9.10.12 � _ �_ � � i � i i � � i � � iii �� - � ii i i `� �: T � i-1-r i �� �i_� ' �- --- --- --- -_ � - - - - _ � - --- _-=I a i iri _. - i �i TOV FINAL RESPONSE 11.12.12 I 14-0. �4-0. ia-0 i4-0 o � I � I ,4-0° ,4 f � � � BUILDIN('i PERMIT 3.11.13 I 10 11 12 13 14 . I I . .. . . . . I I .. I I I I I I I Ij � � Ij AREA CALCULATION SUMMARY: '� - ' � , � , � � , � � , , - _ ,_ - ,- _ - - - - - - - - - - - _ ,_ - _ _ , i i i i i i i GRFA COMMERCIAL � i _ i; ___� � 2013 MICHAEL SUMAN ARCHITECT,LLC. GARAGE LEVEL 0 SQ FT 5,966 SQ FT � � �__- -___--_ --__ ---- _--_- _-- _-_--_---- _-__--_ _.--� 0 �� ALLRIGHTSRESERVED. ' FIRST LEVEL 2,047 SQ FT 14,307 SQ FT ' � E i _ - - - i i SCALE: 1/4"=1'-0" � � � � � � SECOND LEVEL 12,116 SQ FT 0 SQ FT � � � r� O - - - - - - - - - - - - - - - - - - - - - O THIRD LEVEL 12,194 SQ FT 0 SQ FT i i i� DRAwN: MDS � ' � � � � � � FOURTH LEVEL 2,424 SQ FT 0 SQ FT � i -. --- - - -- -. i li � - TOTAL: 28,781 SQ FT 20,273 SQ FT O G �___ _ ___ __�� O PROJECT#: 901 SHEET TITLE: FLOOR PLAN - 5�_5%�. 8�-5r.� ,6�_,�,� ' EXISTING FOURTH LEVEL PLAN 15 ,6 17 ,8 � � � � � � � 1 O I , � I - !� - - - ! 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' NORTH STAIR 46 SQ FT � �— I . „_ , „ � Q � � � I � � I I � I Q TO AL S TE COVERAGE: 23 401 SQ FT � ' —I I ! i S C A�E. 1/4 - 1-0 0 i 0 ' i i - � � ' ' i i 82 Sq ft � DRAWN: MDS � I � � � � � � ; � — - ; I SITE COVERAGE 1-� - I I I I I I I I O f ---- - -- --JJ - - - - O PROJECT#: 901 I SHEET TITLE: ROOF PLAN s��i�. 8���,� ,6,_,�y,� � EXISTING ROOF PLAN ,� ,� " '$ � � � � � � � � � 1 � � � ' - - � -' - - - ' - - - - - �— - - - ' - - ' - � - ' - - I- - - I � X1.5 sca�E: 1/8" = 1'-0„ I ��6" 6'-9%" 10'-7Y" , 14'-T' 22,_�,� 14'-7 i' 9'-1 n' 9'-4" 1 p'-4" , 7'-0" 1.1 1.5 2.3 � 3.2 4.9 5.9�, 6.6 7.2 � ia_4 14-0, �4-0, �4.-0. �4-0, �4-0. �4-0, �4-0. � O O O O O O � O Q�P�o ����! O o y� 0 0 0 0 0 6 0 z �= � . a O D U=3 N � �C/ - M . � � . 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AND RELOCATED UNIT ZO7 � LIVING ROOM . 0 ° � BED F.P. - ;o \ I FLAT ROOF . ROOM \ BELOW • � \ I . I � I \ � � � UNIT 208 ISSUEDFOR: DATE: � � LIVING ROOM � . SCHEMATIC DESIGN 12.20.11 \ . � HOA PRESENTATION 1.26.12 � I . T.O.SLAB � . EL: 114'-1" I I I PRELIMINARYPRICING 3.19.12 \ . HOA RESPONSE 4.9.12 O � � TOV FINAL REVIEW 9.10.12 N _ _ � - � � TOV FINAL RESPONSE 11.12.12 � � c� � BUILDING PERMIT 3.11.13 , I I I N' _ I � . �v/ ALL3RIGHTS RES RVED.RCHITECT,LLC. I � I SCALE: 1/4"=1'-0" � DRAWN: MDS � ' � PROJECT#: 901 � SHEET TITLE: FLOOR PLAN I � I I I � 0 � 1 1 � X4,1 X32 I I I I Q�P�o ����! O o y� 0 0 0 0 0 6 0 z �= � . a O D U=3 N � �C/ — M . � � . I �6'.0 g L�G� . � � o . � � � N I n U � � N c', ;� r. � ' °` V F� _ __ � � - - - - o � I � � � � � O- : _ � � � . � . �r : �� .� � � � : t �� a � � � � : � � � � � : F.P. � � � � � � � o UNIT 309 UNIT 310 � � � � ;� LIVING ROOM I � i LIVING ROOM I � - ABANDONED FIREPLACE 0 . FLUE FROM BELOW . \ �� i�.. i� � � � BED / � � : / �� �\ ROOM I I / u� \ I � ' 0 � � � � . / O- _ � oo - o Z DINING � UNIT ELECTRICAL e �O I I � ROOM : PA�iE� HALL O • � Q . , 0 00 O : � - ��M ° � � O . � � � v o� � � o \ . � � a M ° � : � • • > Z "' X3.1 : I C7 Q . Z � � o� ° � KITCHEN I I I � � � � M � � L� o � � I � CO RM OR ~ � � y � N ao . a � �� , W W z O . . � ' ' y ' . • • z � � � � UNIT ELECTRICAL � � O � �� � � . � � _,�' PANEL J Z � � S A R ROOM KITCHEN ROOM � � a � - � : � � 0 0 � � � - N Z � DN WOOD TILE O � � O O : � • s � � � � o . � oo � W O- \ \ m „ ,,, _ . , � I , �� � . / � �V � / / � �\ � 1 EXISTING THIRD LEVEL PLAN : '�� , -�� , o � X2.3 sca�E: 1/4" = 1'-0" � . � . UNIT 307 � LIVING ROOM . EXISTING WOOD � 0 � . 0 sTOVE BED � ;� � . ROOM � � i � O I � FLAT ROOF � F P I � BE�ow . UNIT 308 ISSUEDFOR: DATE: �\ : LIVING ROOM I SCHEMATICDESIGN 12.20.11 \ . � HOA PRESENTATION 1.26.12 � I . T.O.SLAB � . EL: 123'-2" I I I PRELIMINARYPRICING 3.19.12 \ . 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F� . , ,, , ,. • . ... „ . , • . ,- � �.- � , . . , . , . ;. , : �_ _ . , _ .. , . .r , `i r . •- • se. z. . . , , • . ... . . , , . , , . , . �� . . . d .. . � .i a� . . �' . . . . . . ���' , , . Y . . . � . . . . . ., .. . _ . . . . . . . . .. . .. . . . ... ... _. . , . •- �. . , . _ . . .. . . . _ , . • ._ . . • ._ . _ _ . • . .. .. . _ . . SCHEMATIC DESIGN 12.20.11 HOA PRESENTATION 1.26.12 PRELIMINARYPRICING 3.19.12 � E X I S T I N G S O U T H E L E VAT I O N HOA RESPONSE 4.9.12 X3.2 SCALE: �/4" - �'-Q" TOV FINAL REVIEW 9.10.12 TOV FINAL RESPONSE 11.12.12 BUILDIN�PERMIT 3.11.13 O2013 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. SCALE: 1/4"=1'-0" DRAWN: MDS PROJECT#: 901 SHEET TITLE: ELEVATION � Q�P�o ����! 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SLAB - Q N EL: 114'-1" � �� �� � � W � Z STAIR = H � � � � J �� � O � � _ � � I J Z J — � Q � � O � ° I � O � v v I I RESTAURANT � I � � W 0 I m n �T I I � J y I I I 1 ST LEVEL T.O.SLAB � EL: 100'-1/2" _ �� I � � I � I � COMMERCIAL � ISSUED FOR: DATE: I I I I SCHEMATIC DESIGN 12.20.11 HOA PRESENTATION 1.26.12 PRELIMINARYPRICING 3.19.12 HOA RESPONSE 4.9.12 PARKING LEVEL T.O. SLAB TOV FINAL REVIEW 9.10.12 EL:88'-6 1/2" I TOV FINAL RESPONSE 11.12.12 BUILDIN�PERMIT 3.11.13 � EXI TI N E TI N �v/ ALL3RIGHTS RES RVED.RCHITECT,LLC. 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I II _ II � I � O _ .- � � I � I I L i I � _i �i I� � � -- ��� � L -� I, � ��-- I � - �� � - - I�� _� - I � � � I � I_ I �LI I _ _ - - - - - - - - - - - - - - - - - 1-- - - - ----� . �=- I � � I � Q - - - -- � _ - O I I ! �\ � � � � � / I i � �� � / ' � � / ; ' � � / � � � FI i- -�� � � � ��i i � � I I _� i I °' �� � / I � � � � � � V / � � _ � � � � i i � rli_ �� � � ��i� � Q i � � / i �i T i � � i� i i- A �� � - � � � � � �'i _� � � � �� i � � � / � - 1 - , � / , - - - � / - 1 � - - - � \ /� �� i�� � i � J O _ - __�_ � � -- - -- -- -- o �I �� ! ��� � i �� / � � �� ! � i � � �� / � __ --�- 1- _�- �.-- -_- .= -- � � �i i �" {� � M I /�\ �I � i / �� � i �� i_� �� /� �O /�� - -- -- � � -- - � i r'� ! � � �ii � � � _ _ , � i � _ _ _ i � O � � I / I / i � / � _ _ � ��� � � N / i / i _ / i / � li� o r I � � _ - � , P G N ' _ � � - � � , _ � , � � � , � , � ,' -� � � W W � I , : , , _ , : , ; I�i � 4 z — — I ! i i I � _ _ _ r -J� i i _ � -- - - � - � � - V� � - _ � _ i , _ � ii Z i � � � � � � � � �� � H � ,� � � � � I � - � ii a ' ��li __ � � .��_I _ _ � �---- BATH QO � BATH ��BATH � � - ----, � J Z _ _ --- --- ---� I RO ROOM OM ��BAT�M BATOM . ... . . .O ��. . . . . . . . L . . . . .��I � 03 � � UNIT 310 � UNIT 311 � UNIT 312 � J � �'d` I �, � LOFT LOFT LOFT O • � . . . .- � .-. � '- .- �-.. ^ °- ..��� - � Q I UNIT 309 O O O � O � O � ROOM� I � I �` � I BEDR�OOM 0� I _ -. I _ � :i I � / Q n I . � -.- . . . .�.I _ � � -. _ - - I u - - , � I - - I � i '+ II V O_� II - - _ - - - - - - - - - - - -� - - - - - ,- r jI O � UNIT 307 UNIT 306 UNIT 305 I � M I I UNIT 308 LOFT LOFT LOFT . �. �, � � .. , , ... � .. . .. , � I W LOFT O � O i . . . . . . . . .. . _ . _ . . NI O TFRRA(` F TFRRAf I F TFRRA(` F II I I � � � � � � � � � � � - � � ___ _J I � � � � � : �-- -- --� O r �---- � �'�; � � N o I ,, , , ° —�,--- _ _ - _ _ , �__ J � L - - -- - - - � _ L � � � O I I I J I �4 O � i ! „ \ � � I I - L If , � � - i - i � i � i i i i i i i � i i i i i i i i i_ i i � i __ -- � - �— _ - I � \ �_ . - L. . 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I . . _ .I � �� /� \ � � - i �� 1 � �� `�. j � � .� � �ii � i � ; � � � \ � � J-'� / � i � � i _ / i�i i � / � - � � i � i �� /� \ � � ' i i / �� �� � i i -- � � \ 1 �� i � / \ i�i_� � - ��i � � , - _ � \ I I _� � � I � � � ,� �� � � � i i i � � � F i i '� �I i ISSUED FOR: DATE: _ __ � i i q _ -- - - - -- - -- � _ — � 0_ � i � i � i ' i i , r �, : �� � : r _ �� - _ r�=- � r _.�� � �r� - �� li. � i < � � � i i i I i ii � i I I iI ii i � � i I � ii � i ii � i , � i �ii i�i : ili _ li _ : ii SCHEMATIC DESIGN 12.20.11 � I I I I L- j I I L------------------ I J 1 I _ _ I f I � , � I I I I I I, I I I ----- � � I , _ l � � -------�� � I ._ ,- _ I � � L----------------------- - I � III ---- - _ lU f I _� I � - � f N f _I_ 1 I I I l I �---a -L- --- --'----- ----_� � -�: i : _: � L-------------------- : I I I _ I � L I f l -- I J I f-- 0 � � � -i i I_ii � I ---- � f i I -i i L----------- ------ -� i -i{= _ �I� I � - , i i _JJ � HOAPRESENTATION 1.26.12 i i i ii i �i � � i i -_ a E - i ! i E PRELIMINARYPRICING 3.19.12 � i I �L � i �L i i ��i f�i. � � I i i _ i I' _ � _ ��i O i- - . - _ _ - - - _ -- -- =_��' Oo HOA RESPONSE 4.9.12 , i I r� � i _ � f i� _ L---- --- � -- - - -- - - � � }�� � ��! � � � j �4 E! j� � - � - � i TOV FINAL REVIEW 9.10.12 i_ i_ il_ i i i i � i i � i � - - - - - -- -J�- L - L -= - - - - -- -� �� -- _�-- --�il � �--�-- - - -- - - _ i -- - - - -- - - _ - - -- - - �� � ---___i_i, _ -__� iri - i � i �i TOVFINALRESPONSE 11.12.12 - - - L -—- � _- -- � � � � I ia-0° ia-0° ia-0 i4-0 o � I. _ � I ,4-0 ,4 i i i BUILDIN�PERMIT 3.11.13 10 11 12 13 14 . 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I I -��_. _ I I -I - � �_ I - I {� I� � ��I P !R � I _ I _I_ � � _ I 4 V Q I _ � I f!i - � II � Z � I - f � � I �j r _ I � J � II I , f � -----------'----------------------- - �: � � � � =- --- ;- _- :-- --- ._ __ r - ; ; O ,� � M o - - __ _ C _ � , , � _ � i i � . i � N 0� _ 0 . ___ _ __ __ _ _ - � � ___ � _' i i y i i � O _ _ _ N I _� T _ _— I o _ � II! I I� I , _ __. _ _ _ L � �� I I I I_ - - -- � - - - -- I _L i I I -- --- -i- -- - — -I_ _ , � P � � � � I � i � � i i � � i � � i � � � � � � � � i i � i i � � i i � � i i _ . - � a � _ . _. . _�__ �__ � _ I-� -��I I I i I J_ I � I - -� I I � _ I_� I � i i _. _ � I {V - � �� - W � _ � _ � = Z i _ _- _ _ _ _ _ _ _ _ _ _ - __' - - _'_ _�- -- -- I_- - -_ -_ - - -- - - - - - - --- -- - - -- - - -_ -_ - - -- - - _ - - - - - -- _- - - --_ - - _-- - _- - - -_ - - - - - - i . - - - �: � - i Ji i 0 , ; , � y � _� � � �--� - i i i i � _ _;_ � � � � � � ' � i i ___ : ------- - _ - _ ii i " � . _ _ _ _ _ _. . a � il � � � � - -- _ -- -- -=I =- _ -� - _ _ _ - - --- - O � Z , i , J � - i � ii li � � � �� � � � � � a O o �� � � � � — J I — I L — I I I ', II � Q I� i � i i � � � � �I� � UNIT305 � I TERRACE � '+ I II � � I O_� - - -- - - - - - - -- - - - - - - - I I - - - - -- - - - - - - -- - - - � - -- - - - - - - -- - - - - - - - - - � - - - � - �a -- O V i � , � , J W i ii - i m UNIT 308 UNIT 3Y0- I UNIT 307 UN�IT 311 � � UNIT 306 UNIT 312 I �- I II � n � TERRACE TERRACE i TERRACE TERRACE TERRACE TERRACE � ! I K T � o 0 0 0 � � o � o � 0 � _ � � � „ � - _ _ . ; O ' — _ - _ _ ._-_ ', , � � � _ � �---; � y - !— - - - -- - - , � - - �-� - - - - � - _ _ - � _ _ _ : , , �----� � -- - - - - - - � � � _ _ _ � � �.�— � � -�- -- _ � � . � -_ _ _ �_ , � � I , �__ _ : __ __ --- __ __ _ _ _ __ __ —_ -- _ - � ' � - _ ' _ L_ 'I � - _ _ _ � � o � � ��, i � � _-' � i _ i ii _ i , i T 309 I I -__ I I I � I I ° I � I ao� � I I I I � II I � o O I O . I O _ � __ � � _ , - � � \ i I I I I I� I � I � — � --- -- ------- � O � I I I I : i _ I M � � - O _-- =:- ------- I I L I O 0 � � �� i i ii I i � � i�i �� : il i I I I- _ 4 �_ ._ � �I � I � - i � f�- � �I I � -I i i i i __ i i i I i _� I - f _ 1 I � � _ i T � I i I�� 1 i �i � ISSUED FOR: DATE: i i i i i_ i -- _ --- -__ _ ----_ _ ___ ___ _ ___ i_: N _ , � - - - - - - - I -- � - - - r -'- - - - - - - - -- � r -- - - -_ � _ r � O_ � _ . _ . . . . .. . . . . . . .�- - . . . . _ _ .. . . . _ a � � i I I ir � i ir � i ! i�-- I ii i�� �I : � i Q " i � � i ---- , . i --_ _ i i - i �i i i i i i � i ' _ i l � i i - i � SCHEMATIC DESIGN 12.20.11 � i i i . L----- � -:-- -- --- I . . . L ---.-�--- ---�----- --.-- 1 . . � �._� I �I O I - - - - - �=-1-L- ---�-L --------i - - - -- �--- '-- -- -- -- --- i , - - - - - - - � --------:------- --: -� i - - - - i1 ' � ' - - - - - : � =J� ' O HOAPRESENTATION 1.26.12 _ � i _ r r- _ �ii � � �� � ! ! i E PRELIMINARYPRICING 3.19.12 ��i: � � � i I'i i li i , i i Oo i i � � - - - Oo HOA RESPONSE 4.9.12 i i I�i i � , 4I i - i - i � � i i � � i TOV FINAL REVIEW 9.10.12 - - - - - - -- - - - -- - - - - - - - - - - -- - - - -- - - - - Fli i - -- - - -- - - - -- - - - -- - - - ii _ i i r;i ' li I, TOV FINAL RESPONSE 11.12.12 ,4-0. „-0• „-0. „-0. „-0. !�i �-i � i ,4-0° � � - � BUILDIN('i PERMIT 3.11.13 � I � i _ I 10 11 12 13 14 � � I_ � �`- � � - I I I I I I I � �_ I _Ili I � � I � I I II i l - ,- - ,- - ,- - - I � _ I � � I I I I I I I � � ------ -- - - - - - � � �� �� ALL3RIGHTS RES RVED.RCHITECT,LLC. �__- i i _I_; - _ _ i i SCALE: 1/4"=1'-0�� Q � - - - - - - - - - - - - - - - - - - - - - Q i � _ i�� DRAWN: MDS 0 i 0 i i i-ii � � � � � � � � � � _ __ _ - _ - � � I � I �- i i i i i O f �—- -= -- _=J� - - - - O PROJECT#: 901 SHEET TITLE: ROOF PLAN - 5�_5%�. 8�-5r.� ,6�_,�,� 15 16 17 18 I I I I I O _ � O i,b° 6,-s%" �o�-�Y" ia,_T� 22,_i.� 14�_�y,� � y�_�y�� g��.� �o���. ��-0�, � 1.1 1.5 2.3 3.2 4.9 5.9, 6.6 7.2 � ia_4 14-0, �4-0, �4.-0. �4-0, �4-0. �4-0, �4-0. � O O O O O O � O Q�P�o ����! O o y� 0 0 0 0 0 6 0 z �= � . a O D U=3 N � �C/ - M DC34� S�H��UI� - L.I+DNSHEAD CENTRE UNIT 208 �.�.t3 � � Dt]+DR RC]C►1N TYPE SI�E HINGE TEMP MATE�d�AC GLASS �C�TES . ��6''�S `�G�� I`ilhl^fF'��.i_i��ii��i . I NCa. NpME �-VALUE II . _'t=�l E'EC�F+.1+`�p:�1 HII Ic�E❑ �� ,,:� ` L 4wi C}C:�C� P;S.�T Fi E':_;T II I�.C�`:��`�F:Ci�SfGf J � 2C1? �BA,T HR��7[]I'dl HI f l�ED `�"`+ti r� F I�V C.°?C7L� A11.4 T CFi E:�15T 111.�``-LlC3C>F'GESIGf�J ' � � � � � �G� t�LC?:�i FC7t�p..ET ?''A,�' W�c�C� r,�M1ATCH E!;IST If IG dC�+�R.D��Ir;tJ . �o C7 � � N I n U � � N c', ;� r. � ' °` V F _ __ � - - - - � � I . , � N � ■ � . � O- : I _ ' � � . : � . �r : I �� � � � , : � •t �� a � I � � � � � : : � � � � � BED � �° � � . � � -� ._ o UNIT 209 ROOM ; UNIT 210 � � � � � LIVING ROOM 0 I LIVING ROOM I �O � I F.P. � � WP1 . . I � . i . I . � T � . � � O- : : _ _ Z DINING � . 00 , , o ROOM : � � HALL � • � Q ; � � � o o � 0 0 __BATH � . � R�3QM BATH J . � I ROOM p : � � � 0 v p� _ � � � � � � I � � � � � � � � J O � Q � ° � . r . '� . > W � "' A3.1 : I � � a OO � • � � � � � � � � � � � � � � � � � � � � Z � � J � � KITCHEN i I � 0 0 � . � I I I � � M I I C O M M O N I N O CORRIDOR � a� I 210 PORTABLE FIRE EXTINGUISHER � r N � TO BE PROVIDED IN UNIT a � . � W W Z J' — — — — — � _ _— � — ---- — — — — — — — — — — — — — — — — — — ��� �-�-� �-�� � � -� O . _ r y � . . . E�YSTING Z UP � � � � � UNIT ELECTRICAL STEAM � O � � �� PANEL � S�WER � J Z � � . S A R ROOM KITCHEN ' � Q � O � 206 O I I � . 209 I 205 CPT TILE � BATH a N Z �, � �N wP� o � ROOM � � � o o p 3'-0" 35�$ � 6'-�1 3/4" 35/$' 3, 6„ DECORATIVE SLIDING � 207 s � � V _ DOOR o . � oo � W � _ �� . . . . . . — . . o . , ,�-�_ , J ol m STACKED WASHER/ II � O � � W�� � DRYER COMBO I �-J r � NEW ��� T � PROPOSED SECOND LEVEL P AN ' ��oSET �' o '� o 1 � �� _ � �� 203 CPT I "' STORAGE CABINET I A2.2 scA�E: 1/4 - 1 -0 NEW FURRING WALL 2'� 3/s' 2'-4" 2� 3�a� I i y GENERAL NOTES: FOR PLUMBING Z 1. PLAN ELEVATIONS REFERENCE ORIGINAL CONSTRUCTION DRAWINGS M 203 � I UNIT ZO7 2. DIMENSIONED WALL OPENINGS ARE ROUGH OPENING DIMS. U.O.N. TILE _ � I _ � COORDINATE INTERMEDIATE POST DIMS. WITH WINDOW �� � � �' _ I � ■ LIVING ROOM MANUFACTURER ROUGH OPENING DIMENSIONS. o � � 24 x 6 NEW I� I � I � 3. C O N T R A C T O R T O V E R I F Y A L L W A L L/F L O O R/R O O F S Y S T E M S,A N D � � B A T H R O O M �-o� � � NEW OPENING IN gEp F.P. — MECHANICAL/ELECTRICAL SERVICE LOCATIONS AND ROUTING. EXISTING WALL ROOM * � 4. SMOKE DETECTORS TO BE INTERCONNECTED PER IBC CODE �� FLAT ROOF _ 202 208 5. CARBON MONOXIDE DETECTORS TO BE INSTALLED PER IBC BELOW o n r �o � WP1 JACUZZI 201 6. DO NOT SCALE DRAWINGS, IF DIMENSIONS ARE IN CONFLICT OR DO � � ° 202 W z � NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT. � `�' T�B ILE m Z � UNIT 208 ISSUEDFOR: DATE: 7. ALL PLAN DIMENSIONS LOCATING PARTITIONS ARE TO FACE OF STUD OR � - - 26 x 6$ � �26 x 6$ LIVING ROOM SCHEMATICDESIGN 12.20.11 BLOCK WALL FACE, U.N.O. � � -���', � _ � � 8. FINISH DIMENSIONS ARE TO THE FINISH FACE AND NOTES"FIN"OR"CLR". � � � � � �\� � � � • � • � � � � � � � � � � � � � • � • � �'� � � � ��'� 5'-6%2' 2'-6" 2'-1�/8' 3'-0" � � � � � � � � � � � � � � � � � � � � � � � � � � � � • � • • 204 , HOA PRESENTATION 126 12 9. REFER TO LIGHTING AND LOW VOLTAGE DRAWINGS FOR COORDINATION. A4•2 \ � T.O.SLAB 10. COORDINATE BLOCKING FOR BATH HARDWARE WITH INTERIOR � � 35�$ EL: 114'-1" I I I PRELIMINARYPRICING 3.19.12 ELEVATIONS \ 1 HOA RESPONSE 4.9.12 1 1. NEW INTERIOR PARTITIONS TO BE WP5 U.N.O. � / T O \ _ _ TOV FINAL REVIEW 9.10.12 MODIFY EXISTING TOV FINAL RESPONSE 11.12.12 PARTITION LEGEND: � BEDR OM BASEBOARD HEAT TO c� o ACCOMODATE NEW BUILDING PERMIT 3.11.13 NEW WALL CONSTRUCTION N� _ N 201 - OPENING IN WALL I I EXISTING WALL CONSTRUCTION SHADED AREA- 344 SQ. FT. CAREFULLY REMOVE EXISTING � � � EXISTING 1 HR RATED SEPARATION WALLS TO BE MAINTAINED WOOD SIDING AND STORE FOR 2013 MICHAEL SUMAN ARCHITECT,LLC. W � 6„ ADDIT�ION �, �„ REUSE PRIOR TO CONSTRUCTION � n��Ri�HTSRESERVE�. � ■ � EXISTING 1/2 HR RATED SEPARATION WALLS TO BE MAINTAINED I � I I I SCALE: 1/4"=1'-0" SLIDING WINDOWS LEVEL FLOOR THIS AREA I � - DRAWN: MDS � ■ ■ � NEW 1 HR RATED SEPARATION WALLS - TO ELIMINATE EXISTING � � . � SLOPE o` � co PROJECT#: 901 - . � � SHEET TITLE: FLOOR PLAN 13'-6" I I I b" EMERGENCY ' THICKENED WALL FOR REPLACE EXISTING GLAZING ESCAPE WINDOW � DEPTH TO WINDOW RETURN UNITS WITH BROKEN SEALS 0 N I � � ■ A4,1 A32 I I I I Q�P�o ����! O o y� O O 3 REPLACE EXIST G INDOWS 5 O O z ao'° L� � • a WITH IMPROVED COUSTICAL = = o � PERFORMING UNI�S � U � N M � DC3C3R S+�HEDU LE - L1C3�JS�iEAp CENTRE_U NI�' �4�8 s.�.�� � � G� avo� RQDM r�r�� siz� ,+��n�������, i�MP nnaf��i�1 ��ss � wc�i€s �y�S `� � N�. NAME t1-'JAII�E . 3C11 BEDF'�.v��=:��.�1 HII IGEC� �"�:._,' L +,h'!�,�:��D f�.^�,.i�v€i E:;I;TII I��D�=?�::��F'C'�E�IGI I REMOVE EXISTING ' 3�^_ cE��SEr sLiG�EP s`'.:h�' �;� w���C� r.�.,r�:y�E:�ISTir•i�aCOP,pESiGr� WOOD WALL FINISH. . �y � PROTECT AND STORE.TO � `� p 3c+� �s�,���nrr4a Hlflr,��� -���„ h F' N ��v��,��� r,,��b.z+�r�Exi�r�r.ic��?��R oES�cr� BE RE-USED AT FIREPLACE � '• � � r N 3r,a CL{-aSET Hiia�_Ea �°,;,r," F� tivt�a��C� r����.rcwr�Eti.isr�i i���ot�p DESU��t I OPENING INFILL ON I � I I I I " � OPPOSITE WALL � � . � � V F' - : - - -- ° � � � � � � � O — — — — - - - I- — - ° � . � . •r � . ��, �. a I I : � �� � � . , � � BED ■ � � �, � I ROOM . I � F.P. � .� � � � � � o UNIT 309 I UNIT 310 � � � � � I LIVING ROOM I � LIVING ROOM I � REMOVE ABANDONED 0 FIREPLACE ENCLOSURE • J AND INFILL WALL OPENING REPLACE ALL UNIT THIRD . � LEVEL FLOOR FINISHES � i` i� WITH NEW STONE TILE ' ! � � � I � / � \ I WP1 I / � \ I ' i� �UP � �UP REPLACE EXISTING CARPET STAIR TREADS ' Q WITH NEW STONE TILE / � I DINING � I UNIT, ELECTRICAL O I � � I I � ROOM : A,P��E� HALL ° � a 0 � : � �aTH � o PORTABLE FIRE • R�QM O EXTINGUISHER � � I TO BE PROVIDED IN UNIT � / TILE � � V � � � • J � oI D.W. I : � � � � � � � , � � � � � a �"� "' A3.1 REPLACE ALL KITCHEN � . CPT w/D � � ' Z FIXTURES, CABINETS, AND � I � � Q FINISHES I� ' COMMON � � � � � � � � � � � � � � � � � � � � Z � � KITCHEN I CORRIDOR REPLACE ALL BATHROOM I � J O I I� 0 : 311 I INFILL EXISTING DOOR. � FIXTURES, CABINE�S, AND I I � � M INEW CLOSET WITH STACKED FINISHES I � � WASHER AND DRYER y � I r � N � O O REF. I CPT PORTABLE FIRE EXTINGUISHER � ' � � � TO BE PROVIDED IN UNIT Q N �� _ _ _ � _ _ � __ _ �_ � �_ _� _ W W z � woo� � H � � � / • • Z � � i � UNIT ELECTRICAL � � � O � . � � �' PANEL J Z M EXIT � BATH � J � DINING KITCHEN ROOM � � a � O � STAI R ROOM 30� 3os > � � I � : 310 I 306 I � — N Z M � pN Wp� WOOD TILE O � � O O � a • • s � 3%s" � 13' 23/s" � � � V o . � oo � W � — - � .-. s-.-.�-. - J � �i� i� m I NEW FURRING WALL � / \ / � � T . i i � FOR PLUMBING -� I I PROPOSED THIRD LEVEL P A � � NEW � � '�� , -�� , o � � � 304 EXISTING STAIR J � A2.3 SCALE: �/4" _ �'-Q" W/D CLO S ET : Ti E2 6 X b a TO REMAIN GENERAL NOTES: � - Z 1. PLAN ELEVATIONS REFERENCE ORIGINAL CONSTRUCTION DRAWINGS � � o � � UNIT 307 2. DIMENSIONED WALL OPENINGS ARE ROUGH OPENING DIMS. U.O.N. v ��j W LIVING ROOM COORDINATE INTERMEDIATE POST DIMS. WITH WINDOW - �o • �---- � MANUFACTURER ROUGH OPENING DIMENSIONS. o ° � � NEW J - I I EXISTING WOOD �� 0 3. CONTRACTOR TO VERIFY ALL WALL/FLOOR/ROOF SYSTEMS,AND � � � _ : BATH w � I I O STOVE TO REMAIN gED — MECHANICAL/ELECTRICAL SERVICE LOCATIONS AND ROUTING. � , Z � o ROOM * , \ � 303 ; I NEW OPENING IN � 4. SMOKE DETECTORS TO BE INTERCONNECTED PER IBC CODE � I � -� I . � � ' EXISTING WALL I 309 WP1 F P I 5. CARBON MONOXIDE DETECTORS TO BE INSTALLED PER IBC \ FLAT ROOF 6. DO NOT SCALE DRAWINGS, IF DIMENSIONS ARE IN CONFLICT OR DO - -� NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT. \ BELOW �° ���� .� TILE � I UNIT 308 ISSUEDFOR: DATE: 7. ALL PLAN DIMENSIONS LOCATING PARTITIONS ARE TO FACE OF STUD OR \ _ _ 302 303 Q301 LIVING ROOM SCHEMATIC DESIGN 12.20.11 � BLOCK WALL FACE, U.N.O. � � � � o s e s 6 $ 305 8. FINISH DIMENSIONS ARE TO THE FINISH FACE AND NOTES"FIN"OR"CLR" \ c� � I 5, x. 6. . 2. x. 6. . . . . . x. 6. . I� � � � � � � � � � � � � � � � � � � � � � � � � � � � • � HOA PRESENTATION 1.26.12 9. REFER TO LIGHTING AND LOW VOLTAGE DRAWINGS FOR COORDINATION. A4•2 \ � I 5�-�03�4� ' 3'-0WD 1'-0" 3'-0' I EL��. 123A2' I I PRELIMINARYPRICING 3.19.12 10. COORDINATE BLOCKING FOR BATH HARDWARE WITH INTERIOR \ I ELEVATIONS \ <�s/$�� 3s/8�� HOA RESPONSE 4.9.12 1 1. NEW INTERIOR PARTITIONS TO BE WP5 U.N.O. � • SOFFIT ABOVE TOV FINAL REVIEW 9.10.12 N -� � %�-N�W � � - - - O MODIFY EXISTING TOV FINAL RESPONSE 11.12.12 PARTITION LEGEND: � BEDROOM : BASEBOARD HEAT TO � � 0 301 ACCOMODATE NEW BUILDIN�PERMIT 3.11.13 NEW WALL CONSTRUCTION N� `�' _ _ • — _ OPENING IN WALL EXISTING WALL CONSTRUCTION I SHADED AREA 344 S�Q. FT. CAREFULLY REMOVE EXISTING � � � EXISTING 1 HR RATED SEPARATION WALLS TO BE MAINTAINED � WOOD SIDING AND STORE FOR 2013 MICHAEL SUMAN ARCHITECT,LLC. ADD�TION � REUSE PRIOR TO CONSTRUCTION � ALLRIGHTSRESERVED. � ■ � EXISTING 1/2 HR RATED SEPARATION WALLS TO BE MAINTAINED I I W 2 6 �2�_p�� 1'-0" I I I I SCALE: 1/4"=1'-0" SLIDING�WINDOWS � � — DRAWN: MDS � ■ ■ � NEW 1 HR RATED SEPARATION WALLS I � - � �n °� � co PROJECT#: 901 � � SHEET TITLE: FLOOR PLAN I 13�_6�� I I I 6�� EMERGENCY � THICKENED WALL FOR ESCAPE WINDOW � DEPTH TO INDOW RETURN 0 N � � ■ A4,1 A32 I I I I I I Q�P�o ����! O o y� 0 0 0 0 0 6 0 z �= � . a O D U=3 N � �C/ [304R S�HEDULE - LI{]NSHEAD CENTRE UIVfT 3v9 �.°.�� � � — �+ � � - - ' — i — � - - -�— i — ' - - - - - - - - I � �� b�C3R ROQM TY�E SI�E HINGE YEMP MATERIAL GLASS NC7TES �� — — — .— — — — — — - -�i i�- — — — 'I — —I—�� I��—'I—� — � �6'�S `�G� �JU. NAME �;,r,Mt�,.,:,,.���� U-VALl1E I � I � I I �. � � i f i . I i � � � i il � ao� �C�f:r�nr��i :;LIaEF 1.^">. �°` T �:��,��J�La,SS [�..�� �•:,r�T��HE:<:i�TI�iGGr7��Ra�SIGri I I . I_ � IIII _I II I � . � I � � III � � II � � c°� _ I � . �v � I I � ii I. �v _ I � U � � I � � I I � _I � � � I � � . . . � I I _II � . �' V . I � F� _ __ � � _ � � � - -- - - -- -- - - - II --- - - — -- - � ll'i � � �- -1 � O �_� � _ r � � � r - - - - - - - - - - - - � � I �: � i . 1 � � � I I I I I li � I� I I I � � � � . � � �J � � i � l . . li � � � O- : : __ _ � _ ��- _ -- _ � � . ' � � � U . / � '� / \ : � � �� -3 �, . � —i ,� � i �� : %� i � \ � i � �' .� ,� � . � _ � � � � � : � _ _ � � � BELOW � � I . � � � � � w � � o ��� � � �� ' � � � � �n ? � � � 1 � � -� � : O� _ O ' � � EXISTING STAIR � � � � TO REMAIN � � � � � � � % � � L' � OPEN TO I REL�UCATE EXISTING BELOW B�XSE BOARD HEATER � � I � TO SERVE NEW �N DN Q � BEDROOM AREA � -' ' ������� � � � � � � � � / � � � � � � � - ' RE: MECH DRAWINGS � � � � / . I i O- _ . �� o Z � W � � I . I . � . � EXISTING V�INDO REMO ED Q AND REPLACED WITH WALL • • INFILL TO MATCH ADJACENT � REPLACE ALL BATHROOM - (� I I I � FI�TURES, CABINETS, AND BAT � • �BATH ■ �I BATH O � � FINISHES RO �I ROOM OOM _ �� : 4os wP3 � � �- � U N IT 310 J � LOFT � � � � ' : � • � • � > W o � • � / s o "' A3.1 : UNIT 309 O � I � a . BEDROOM ■ � ■ Z � � : 402 � � J O . � WP3 I I I � � M ■ n - I - I H O . WP1 r N ■ ■ � � NEW WINDOW INFILL AT EXISTING a � � GLAZED OPENING NEW ADDITIONAL LAYER OF 5/$' W W J, �� —� � TYPE"X"GYPSUM BOARD ON Z � EXISTING WALLS BETWEEN = ' � WP3 UNITS 308 AND 309 Z � � � �� EXISTING EXTERIOR WALL � UNIT 3O7 TO BE REMOVED AND NEW UNIT 3OH LOFT � � WALL C.ONSTRUCTED AT GRID"L" � LOFT � j Z � � wP S ADE�D AREA= � 0 a Q � � 115 SQ. FT. T.O. SLAB i i > o . � E L: 132'-4" ADDITION � � o � v SLIDING DOOR 4�2 ��I � � O_ � � � � NEW NARROW ROOF SECTION 12'- " x / � m TO FLUSH WITH EXISTING ' — - - � _ -�-3" _ _ ■ / � v � ROOF SLOPE ABOV - PROPOSED FOURTH LEVEL P AN W�FCTI NOF I DN , _ _ �, oN o � EXISTING ST IR � A2.4 SCALE: ��4" _ �'-O" INSI E F CE TO H WITH ■ TO REMAI� � � SIDE F CE OF W � GENERAL NOTES: ovERF�ow scuPPER � . � � I I � 1. PLAN ELEVATIONS REFERENCE ORIGINAL CONSTRUCTION DRAWINGS BELOW NE ' / \ 2. DIMENSIONED WALL OPENINGS ARE ROUGH OPENING DIMS. U.O.N. - i COORDINATE INTERMEDIATE POST DIMS. WITH WINDOW T RR CE � � I_ � / MANUFACTURER ROUGH OPENING DIMENSIONS. o = 401 I _ W _ 3. CONTRACTOR TO VERIFY ALL WALL FLOOR ROOF SYSTEMS AND _ � � O � � �/ — / / � � .. MECHANICAL/ELECTRICAL SERVICE LOCATIONS AND ROUTING. � \ � \ 1 _ N _ / \ NEW PRIVACY � � � 4. SMOKE DETECTORS TO BE INTERCONNECTED PER IBC CODE \ WALL BELOW � OPEN TO I _ I � I I / OPEN TO 5. CARBON MONOXIDE DETECTORS TO BE INSTALLED PER IBC � �W F• • ■ � BELOW � -� - � � � � BELOW � 6. DO NOT SCALE DRAWINGS, IF DIMENSIONS ARE IN CONFLICT OR DO OVERFLOW SCUPPER BELOW NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT. � � � _ � � � ISSUED FOR: DATE: 7. ALL PLAN DIMENSIONS LOCATING PARTITIONS ARE TO FACE OF STUD OR � FLAT ROOF SCHEMATIC DESIGN 12.20.11 BLOCK WALL FACE, U.N.O. ,� � BELOW N W ST NE • � � I � � � 8. FINISH DIMENSIONS ARE TO THE FINISH FACE AND NOTES"FIN"OR"CLR". A4.Z � � • � FI.N�I H � � � � � � • � �� � � � � � � � � � � � � � � � �\\ • � � • �• � / � HOA PRESENTATION 1.26.12 9. REFER TO LIGHTING AND LOW VOLTAGE DRAWINGS FOR COORDINATION. \ I � I �� I , \� PRELIMINARYPRICING 3.19.12 10. COORDINATE BLOCKING FOR BATH HARDWARE WITH INTERIOR ELEVATIONS \ � � I � � � � � � � HOA RESPONSE 4.9.12 1 1. NEW INTERIOR PARTITIONS TO BE WP5 U.N.O. \ • � � TOV FINAL REVIEW 9.10.12 - -- N _ � � � 1 1 I � I 1 ._ - �-- - _ _ � I � � � i I � � � I TOV FINAL RESPONSE 11.12.12 PARTITION LEGEND: � . � �_ � _ . _ _ � c� � � I BUILDING PERMIT 3.11.13 NEW WALLCONSTRUCTION N' - I � ' I L----- -- - - - - - �- - - - - ----- � I II . O �- � - - - - - - - - - - - - -�- - - - - - - - - - - - - J � � �_ � -� � EXISTING WALL CONSTRUCTION I I I �- . � � � EXISTING 1 HR RATED SEPARATION WALLS TO BE MAINTAINED . i I - � - � . �� 2013 MICHAEL SUMAN ARCHITECT,LLC. I, � ALL RIGHTS RESERVED. I E W R O F R E A � ^� ^� I I j � ■ � EXISTING 1/2 HR RATED SEPARATION WALLS TO BE MAINTAINED I TO AT H E.XI TIN SLO E, I I I I I I I SCALE: 1/4"=1'-0" FI ISH ND ETAIL � � ! � I I _ DRAWN: MDS � ■ ■ � NEW 1 HR RATED SEPARATION WALLS _I . - - - - - - - - - - - � � r �_ _� � � _ I � I L - - - - - - - - - - - ---- - - - I_I . �' �- - - - - - - - - - - . - - J PROJECT#: 901 , � - _,- - - - - - - - - -J � - - - - - - - - - - - - - - - - - SHEETTITLE: FLOORPLAN I � I . 0 � 1 1 � A4,1 A32 I I I I Q�P�o ����! O o y� 0 0 0 0 0 6 0 z �= � . a O D U=3 N � �C/ — M � r - - - - - - - - - - � - - - - - - - - - - - ��6"� ��,�'� � I � S L I � o I ' II I I � � � � I n U � � � � � . G"' V Fi _ _— _ _ I � - - - - - - - - --' —li- -- ----- - -- -- � _ I __ _ �— —1 � O � � � . � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ; r - _ _ _ _ _ _ _ _ � ; r - _ _ _ _ _ _ _ _ _ _ � � � , . �- , � � , ; � � - � _ _ . � � , , . , � � I li _ I� _ O- — - � —� J — �—��.— � — — — � I � II I I � . •� I I II I I � �, � I ; . 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DIMENSIONED WALL OPENINGS ARE ROUGH OPENING DIMS. U.O.N. FLASHING DETAILS TO MATCH ,�, I I I ,;, COORDINATE INTERMEDIATE POST DIMS. WITH WINDOW EXISTING MANUFACTURER ROUGH OPENING DIMENSIONS. 0 401 W _ 3. CONTRACTOR TO VERIFY ALL WALL FLOOR ROOF SYSTEMS AND _ ' O �, O � / / , � \ � MECHANICAL/ELECTRICAL SERVICE LOCATIONS AND ROUTING. ^� � 4. SMOKE DETECTORS TO BE INTERCONNECTED PER IBC CODE \ j � � I 5. CARBON MONOXIDE DETECTORS TO BE INSTALLED PER IBC � I O 6. DO NOT SCALE DRAWINGS, IF DIMENSIONS ARE IN CONFLICT OR DO \ FLAT ROOF I I NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT. � BELOW � I � ISSUED FOR: DATE: 7. ALL PLAN DIMENSIONS LOCATING PARTITIONS ARE TO FACE OF STUD OR � I � SCHEMATIC DESIGN 12.20.11 BLOCK WALL FACE, U.N.O. � 8. FINISH DIMENSIONS ARE TO THE FINISH FACE AND NOTES"FIN"OR"CLR". � � � � �\� � � � • � • � � � � � � � � � � � � � • � • � � � � � � � � � � � � • • • • • • • • • • • • • • I � � � � I HOA PRESENTATION 1.26.12 9. REFER TO LIGHTING AND LOW VOLTAGE DRAWINGS FOR COORDINATION. A4•2 � NARROW SECTION OF ROOF ' PRELIMINARYPRICING 3.19.12 10. COORDINATE BLOCKING FOR BATH HARDWARE WITH INTERIOR \ ON TOP OF NEW PRIVACY WALL. � ELEVATIONS \ INSIDE FACE TO FLUSH WITH . I � HOARESPONSE 4.9.12 1 1. NEW INTERIOR PARTITIONS TO BE WP5 U.N.O. \ � INSIDE FACE OF WALL. N \ I � I ---� � —_- TOV FINAL REVIEW 9.10.12 O � i � TOV FINAL RESPONSE 11.12.12 PARTITION LEGEND: � �, I I I . I __ _ _ - c� � � � _�- I � BUILDING PERMIT 3.11.13 NEW WALLCONSTRUCTION � I I � � - -- - -- ---- - - I - -- - - - - -- - - - I � I I . O— — — - �— — - — - — — — — — — - — -, — - — — - — - — - — — — — � EXISTING WALL CONSTRUCTION 42 TALL GUARD WALL AT — I SOUTH END OF TERRACE � � � � � EXISTING 1 HR RATED SEPARATION WALLS TO BE MAINTAINED I I �� 2013 MICHAEL SUMAN ARCHITECT,LLC. I I �„ I ALL RIGHTS RESERVED. � ■ � EXISTING 1/2 HR RATED SEPARATION WALLS TO BE MAINTAINED ! � I SCALE: 1/4"=1'-0" NEW ROOF AREA EXTEND ! � I I I � DRAWN: MDS FROM EXISTING TO THE WEST. � ■ ■ � NEW 1 HR RATED SEPARATION WALLS FINISH TO MATCH AND TIE INTO — — — — — — — — — — — � EXISTING PROJECT#: 901 �� � — — - - - - — — - - — — — — — — — — — — — SHEET TITLE: ROOF PLAN � : — - - — — - - — — — I - - — — — - - — — — NEW GUTTER TO MATCH EXISTING . AND TIE INTO EXISTING DRAIN • m O SYSTEM � � w m p � D c:� I 1 1 �° m � A4,1 A32 � � I I I I Q�P�o ����! 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WINDQW SCk�D�J�E - C�'C3NS�EA'D C'�'�''w�TR� CC�'I'"+�'QQM�NII�MS �•h•�� � EXISTING WOOD SIDING TO REMAIN � • • . . �. • ' ' � W��F R00M TYPE N�IIA.R.O. HfNG� tiEMP GG,4ZING [1- Pl�TES ISSUEDFOR: DATE: I�Q. NAME W �I �';a�'.''°� "' �"°, VALU E ' SCHEMATIC DESIGN 12.20.11 1 � EXISTING STONE SIDING TO REMAIN t E�ED����a�r:+, sl• ",a`' L�rn�-E DC�r_�FS�E �;�:;:? t��H.TCH ExiSTlriL, HOAPRESENTATION 1.26.12 �� FA�H ��r.E�E ��"�,a'` � T L���NJ-E Q�aFL1BL� C�.33 M�TCH ExI�TIf1G EXISTING ROOF FINISH TO REMAIN 3� PRELIMINARYPRICING 3.19.12 ? E�EGFUCiM :-A5E ?r'r;A'�' L L���+V-E GFC'f�16LE 0.3:i hM1ATCH ExICTIf•IG a ��r�s ��sE �'xa"� L T L��N�-EDC�UBLE ��+?�� f�IP,TCHEXI�TI�I�� HOARESPONSE 4.9.12 � RECLAIMED SIDING FROM EXISTING BUILDING AND/OR TOV FINAL REVIEW 9.10.12 � aED�c��M ca_s� �",��" � ��w-E o�u��� ��.�a nnArcH ExisTlri�:� NEW WOOD SIDING WITH FLAME STOP TO MATCH EXISTING , TEP,RACF FIy .f",?'' T LC�VV-EGc7U�L� �:1.�3 MATCHExI�Tll1C - ;.�r�,T ��;D�� 5� NEW CLASS A ROOF FINISH TO MATCH EXISTING TOV FINAL RESPONSE 11.12.12 BUILDIN�PERMIT 3.11.13 n TER�?ACE FI?' :}",?° T LC�k^1-E C�r=�U6LE Ci_:<3 NIATCH EXISTIP-IG '= BEGR��+M. �ix t?F �"�a" �I��GER �����v-Et�+r�ue�E u.3:? MATCH Ex��Tii�1G O NEW DOOR OR WINDOW GROUP 1+�� &EOf.`O�ih1 FI�' ��f i";{��� SLIdCR — L��'�^1-E Gr��UBLE C+.3:i MATCH EXISTII IG 1 i &ECrRQrJ�vl �Ik ?"<3�� T Ll`�V�J-E D+��U6LE D.33 NIATCH EXISTIf 1G „ GENERAL NOTES: 1� B�C�k���M �Ix t?M 3";r,,� SLIDER L!�vW-E f]�LMBLE D,3;{ MATCH Ex15Tl�l� 1) ALL WINDOWS AND EXTERIOR DOORS CLAD WOOD -COLOR TO MATCH EXISTING �� 2013 MICHAEL SUMAN ARCHITECT,LLC. ,� i i - - - ALL RIGHTS RESERVED. �� H.EDF'0����.� �li: ��}i :a SLI�ER L�"�th+-E C�!'�±�B�E 0.��3 hM1ATCH EXISTIf IC 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO MATCH EXISTING ia aEC�c�c�r��+, �i>.. ,",�.�" r ���3�+�-E oou��� o:=.� r�n�rcH�xisTira�= 3) DIMENSIONED WALL OPENINGS ARE NOMINAL. SCALE: 1/4"=1'-0" WINDOW REP.TO FIELD VERIFY ALL OPENINGS. DRAWN: MDS ���; 5) EXTERIOR LOUVERS/VENTS TO BE PAINTED TO MATCH ADJACENT FINISH �.��S+.�rl!Tfi FA.C1hdG WR1D{�W HEIGMT!;T LEVEL2 Ario 3TC���tATCH?G�.�.CEr�T E�.:ISTIha{=Wi�d�!�w HEiCH�•� 6) ALL VENT STACKS ABOVE ROOF SURFACE TO BE PAINTED TO MATCH ROOF FINISH PROJECT#: 901 7) ALL NEW TRIM DETAILS TO MATCH EXISTING SHEET TITLE: ELEVATION � Q�P�o ����! O o y� z �� � . a O D U=3 N � �C/ — M � � �y�S ``�� __ _ _ _ _ _ _ i i � I ! I � _ � i I I I I I � E __._- - _ -- _� - I �_���_���C�.��.��� I � ° r N NEW ROOF AREA II II � � °�` V I � . � . � I -- -� - � � � � � � I I I I I (� a ao2 I �° _ � I I I � I . I � O I - I i � 6 8 NEW WINDOW/DOOR 12°X 76 �� I 'O I � G R O U P T O N E W U N I T 3 0 9 - I I � a TERRACE , -� T T T �� _— -- i - , - _ � - I ,,_ �] .�► r� � NEW EXPANSION LINE � T _ � - I a � � �' NEW ROOF AREA 5 r� � I I I I I I I . I � `� � � � � � T.O. 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""'". � 1 . . .. .fs? . . . . ..a�� _ . _ . _.. _. . f �_.r _ . . i4 ... . _ .. . , .. .t . • .;. . . . . . .. ��. .. . r� . . . . . i . � .. "y '.f' 1 .�. .. � . . .. . r ..b i t _ .. . . . . . . _ . . . a . . _. . ..� . . , . . . . .. . . . � •. . .� ... . . . . � . . .� .. . � HOA PRESENTATION 1.26.12 PRELIMINARYPRICING 3.19.12 � PROPOSED SOUTH ELEVATION � EXISTINGWOODSIDINGTOREMAIN HOARESPONSE 4.9.12 A3.2 scA�E: 1/4" = 1'-0" � EXISTING STONE SIDING TO REMAIN T V FINAL REVIEW 9.10.12 TOV FINAL RESPONSE 11.12.12 � EXISTING ROOF FINISH TO REMAIN BUILDIN�PERMIT 3.11.13 ¢� RECLAIMED SIDING FROM EXISTING BUILDING AND/OR NEW WOOD SIDING WITH FLAME STOP TO MATCH EXISTING 5❑ NEW CLASS A ROOF FINISH TO MATCH EXISTING �� 2013 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. O NEW DOOR OR WINDOW GROUP SCALE: 1/4"=1'-0" DRAWN: MDS GENERAL NOTES: PROJECT#: 901 1) ALL WINDOWS AND EXTERIOR DOORS CLAD WOOD -COLOR TO MATCH EXISTING SHEET TITLE: ELEVATION 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO MATCH EXISTING 3) DIMENSIONED WALL OPENINGS ARE NOMINAL. WINDOW REP.TO FIELD VERIFY ALL OPENINGS. 5) EXTERIOR LOUVERS/VENTS TO BE PAINTED TO MATCH ADJACENT FINISH 6) ALL VENT STACKS ABOVE ROOF SURFACE TO BE PAINTED TO MATCH ROOF FINISH 7) ALL NEW TRIM DETAILS TO MATCH EXISTING � Q�P�o ����! O o y� z �� � . a O D U=3 N � �C/ — M � � �y�S ``�� � o " F F' G I J' L A4 2 N N' " Q �' � � � N n � � � • �, � . h. � . °'' V I . � . � I I I � � I � I I � � C�7 m � � � �� � �� k��� i � � � � � r 4 NEW EXPANSION ASSEMPLY NOTES: ' � + � A6.1 ROOF CEILING ASSEMBLY � �'� � � � � � � -. � � � '� � � �'� ; � , � I I • ROOF FINISH AND ASSEMBLY TO MAT�CH EXISTING OVER � � � � a I I � � � � ��� ' �,�r� �� I • ICE AND WATER SHIELD OVER �' � � � � � � � � � •STRUCTURAL PLYWOOD SHEATHING OVER (RE: STRUCTURAL) � '� a � , � � � � � ' � � � � � I • 9%4"STEEL ROOF JOISTS UNLESS NOTE�OTHERWISE (RE: STRUCTURAL) � � � � � � - \ � � � • 6"SPRAY FOAM INSULATION AT BOTT M SIDE OF SHEATHING- R-38 MIN. � � �° � � ' � � � � � -\��---� 2 • 2 MIL SMART MEMBRAIN VAPOR RET IRDER � �° � ' � � � � � ' � � � ' A6.1 • (1� LAYER%$'TYPE"X"GYPSUM BOAR � cv � � � � � � � � � � I I � � I I � � � � ' BEDROOM TERRACE` � � , ----_� FLOOR CEILING ASSEMBLY � � � � � � •SEE PLANS FOR FINISH ^ �� � �� � � � ' � 309 ° 309 �: � � � �` • 2 z'CONCRETE SLAB ON � � � � ' � I • � � ' � � \ � �%6'STEEL DECKING OVER � •STRUCTURAL MEMBERS(RE: STRUCTUR L) � �I� � � • i-°� � �* A6.1 • gLOWN-IN-BLANKET BIBS INSULATIO�AT JOIST CAVITIES- R-38 MIN. - / , � � � � � ' FC1 FC1 -- � � FC2 ' � � �p� � �� -----�. ( ) - , ' � , .` , � �' ' �'"� ' � I • (2) LAYERS 5/$'TYPE"X"GYPSUM BOARD �4TH LEVEL T.O.SLAB � ' I � � ' I � I � � � � � � � � � EL: 132'-4" �. ��� -� � � — � � �r Y Y r� r� �� ��Y � Y � � , � � � ���� %�, v � �� ;� �i_� ,.� . , � � i � i FRAMED EXTERIOR WALLS � s � % ��� � • 2"SPRAY FOAM INSULATION AT INSIDIE FACE OF SHEATHING- R-12.5 MIN. � ' �-----'� �� � I � � i . � • - - - - BL WN IN BLANKET BIB IN LATI �J R 14 7 MIN . . � O S SU O . . � ( ) I 3 ` / : FRAMED INTERIOR WALLS � - I I A6.1 . • BLOWN-IN-BLANKET (BIBS) INSULATION� N �� LIVING ROOM CLOSET �BATH BEDROOM � 309 309 . 309 309 � Wp� STAIR WP3 � WP2 � � ' �FC2 � FC2 3RD LEVEL T.O.SLAB . I O E L: 123'-2" � .. Q� J O � �„� � , : � W o ' � ' c� a , I I , SHADED AREA REPRESENTS I ? � " �. CLOSET �BATH BEDROOM NEW GRFA AREAS J p 209 . 209 209 � � M n I WP1 WP3 � WP2 y O . r � N 2ND LEVEL T.O.SLAB � W ~ EL: 114-1 � , ,,_,,. ,,_,, ,,,_,,.,,,,_, , , �_ _,, , ; ,., , . � Z ` �' �' �' STAI R __,� `x�k_, _�\_, �� : _ .� _ ��� � _ � _ _ _ � � , �� � H �� �'� Z � I � � � � � J Z � I I I J Q � : EXTEND EXISTING �IRE ; SEPARATION SYST�M I Q . TO NEW FOOT PRI�'NT N Z o I . I � � � � WI I RESTAURANT I I I I m WP1 � � � . I T . r I I , ' O � I I I I I 1 ST LEVEL T.O.SLAB I � I I Z EL: 100'-1/2" ' _ �_ �_ � � � � � � � � � � � �,� � � I : �\�� \�� ��� ��� ,�I� ,,� _ „ „ � I I I � COMMERCIAL ISSUEDFOR: DATE: 0 SCHEMATIC DESIGN 12.20.11 I I I I I HOA PRESENTATION 1.26.12 PRELIMINARYPRICING 3.19.12 HOA RESPONSE 4.9.12 PARKING LEVEL T.O. SLAB TOV FINAL REVIEW 9.10.12 E L: 88'-6 1/2" � � ' I I TOV FINAL RESPONSE 11.12.12 • BUILDIN�PERMIT 3.11.13 I O2013 MICHAEL SUMAN ARCHITECT,LLC. P R O P O S E D S E C T I O N ALL RIGHTS RESERVED. 1 SCALE: 1/4"=1'-0" A4.1 SCALE: �/4" _ �'-�" DRAWN: MDS � � � EXISTING 1 HR RATED SEPARATION TO BE MAINTAINED PROJECT#: 901 � ■ � EXISTING 1/2 HR RATED SEPARATION TO BE MAINTAINED SHEET TITLE: SECTION � ■ ■ � NEW 1 HR RATED SEPARATION � Q�P�o ����! O o y� z �� � . a O D U=3 N � �C/ - M 1 � � O O 3O A4.1 O �e ��� �S L� � � o I I � I � � � r N • � U . � �l . h, � . °'' V � NEW EXPANSION ASSEMPLY NOTES: � � � ROOF CEILING ASSEMBLY '� . • ROOF FINISH AND ASSEMBLY TO MATCH EXISTING OVER � � I . I • ICE AND WATER SHIELD OVER � •STRUCTURAL PLYWOOD SHEATHING OVER (RE:STRUCTURAL) m . • 9%4'STEEL ROOF JOISTS UNLESS NOTED OTHERWISE (RE:STRUCTURAL) � . • 6"SPRAY FOAM INSULATION AT BOTTOM SIDE OF SHEATHING- R-38 MIN. •r � --- -� \ • 2 MIL SMART MEMBRAIN VAPOR RETARDER � � . � \ • (1) LAYER%$'TYPE"X"GYPSUM BOARD .? . � � �. � I � � � FLOOR CEILING ASSEMBLY � r'� � � TERRACE i i •SEE PLANS FOR FINISH °p r� � �' I// \�I � 309 _ ; , P1 • 2 2' CONCRETE SLAB ON � � `� i i � i i � •9/6'STEEL DECKING OVER � �° 2 i i ' i i 1 •STRUCTURAL MEMBERS(RE:STRUCTURAL) � � � A62 i i � i i A6.2 • BLOWN-IN-BLANKET (BIBS) INSULATION AT JOIST CAVITIES- R-38 MIN. � � �y � I 4TH LEVEL T.O.SLAB ' i FC1 i i • (2) LAYERS 5/$'TYPE"X"GYPSUM BOARD � � � � � i i ^ EL: 132'-4" ; � FRAMED EXTERIOR WALLS I � � •2°SPRAY FOAM INSULATION AT INSIDE FACE OF SHEATHING- R-12.5 MIN. � � � � � � � � � ��-- - �' • ��-- >s �' • BLOWN-IN-BLANKET (BIBS) INSULATION - R-14J MIN. � . FRAMED INTERIOR WALLS y I I � • BLOWN-IN-BLANKET (BIBS) INSULATION � � BATH ;; LIVING ROOM . 309 309 WP2 . � � � FC2 � � � 3RD LEVEL T.O.SLAB '' • E L: 123'-2" � � a . oc � o . � � o I SHADED AREA REPRESENTS NEW � C� � �� GRFA AREAS : BATH � LIVING ROOM J p . 209 209 a � � � I WP2 � Q u • Z � � � � 2ND LEVEL T.O.SLAB � � J O � EL: 114'-1" X,.� �� � � .� �.� � � � M '���`,� ;��` �"� � � ,_ ,_ N � �_ �� �� � ����� .� � _ _ _ _ _ � � � G N : , W W � • EXTEND EXISTING FIRE = Z � SEPARATION SYSTEM y ' TO NEW FOOT PRINT Z � , � � . J Z J Q � � RESTAURANT � Q : � � � . N Z � � O � � W � . o . , � . m = � 1ST LEVEL T.O.SLAB ' " EL: 100'-1/2" r �. ._� _� _ ��. , �_ ' '���. �_ '�� ' � J _ o y � Z COMMERCIAL � � � � ISSUED FOR: DATE: PARKING LEVEL T.O. SLAB SCHEMATIC DESIGN 12.20.11 E L: 88'-6 1/2" � � j HOA PRESENTATION 1.26.12 � PRELIMINARYPRICING 3.19.12 HOA RESPONSE 4.9.12 TOV FINAL REVIEW 9.10.12 TOV FINAL RESPONSE 11.12.12 � PROPOSED CROSS SECTION BUILDIN�PERMIT 3.11.13 A42 sca�E: 1/4" = 1'-0" � � � EXISTING 1 HR RATED SEPARATION TO BE MAINTAINED O2013 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. � ■ � EXISTING 1/2 HR RATED SEPARATION TO BE MAINTAINED SCALE: 1/4"=1'-0" DRAWN: MDS � ■ ■ o NEW 1 HR RATED SEPARATION PROJECT#: 901 SHEET TITLE: SECTION � _ Q�P�o ����! � O ° y� z �� � . a � �;� � o �v V' U U=3 c°v i Q , — M � ��� ;� ,� �� - ���C �� � S L x x; \ \ � � ROOF DETAILS � � TO MATCH EXISTING � � � N � X� . / d' � �' �j 'H NON-COMBUSTIBLE w � \\� SHEATHING RE: STRUCTURAL °` V � � � C�7 m � � � MTL. GUTTER � � 'r � � NON-COMBUSTIBLE � �� � BLOCKING AS NEEDED ��� �' � •� r, � i � � � PAINTED MTL. FLASHING � � TO MATCH EXISTING � � l � � � � � � � � � � � � � ��, � SPRAY FOAM AND B.I.B.S. INSULATION � � lx CEDAR WD.SOFFIT 1 X CEDAR WD. FASCIA PER COM CHECK REPORT-TYP. :..� j � / TO MATCH EXISTING � / TO MATCH EXISTING 3/4"CEDAR WD. SIDING � � f/ TO MATCH EXISTING 0 � � AIR INFILTRATION BARRIER / �` ' NON-COMBUSTIBLE 1/2" PLYWD.SHEATHING G Q 5/8"GYP. BD.TO FOLLOW � 1/2"GYP. BD. SHEATHING GA FILE NO. WP 8002 ".•�� � • �� � � STEEL STUD FRAME WALL O � a NON-COMBUSTIBLE BLOCKING � ,�� ' . ROOF DETAILS � � WINDOW TRIM DETAILS TO TO MATCH EXISTING � MATCH EXISTING INSIDE &OUT C� NON-COMBUSTIBLE J � SHEATHING RE:STRUCTURAL � � WINDOW OR DOOR SYSTEM MTL. CAP FLASHING � � TO MATCH EXISTING � Za Z � � NON-COMBUSTIBLE BLOCKING j � � O 3/4"CEDAR WD.SIDING / _ L� M TO MATCH EXISTING / � � � � SPRAY FOAM INSULATION H N CONTINUOUS WATERPROOF ' � � � PER COM-CHECK REPORT-TYP. � � MEMBRANE- UP AND OVER WALL � % � � 4 ROOF DETAI L &TIE INTO ROOF W.P. MEMBRANE � '' � � � �� ROOF DETAILS W W Z A6.1 SCALE: 3" = 1'-0" / TO MATCH EXISTING = ' / V� NON-COMBUSTIBLE ZO � 1/2" PLYWD. SHEATHING � �� NON-COMBUSTIBLE � � � SHEATHING RE:STRUCTURAL � � j � Z 1/2"GYP. BD.SHEATHING � Q � � � z \ N Z �, � , MTL GUTTER � � � � V � � � � W � � . m STEEL STUD FRAME WALL • � � \ n DOOR SYSTEM � � � SPRAY FOAM AND B.I.B.S. INSULATION H � PAINTED MTL. FLASHING � PER COM CHECK REPORT-TYP. TO MATCH EXISTING O PAINTED METAL FLASHING @ SILL � STONE TILE ON CONC.SLAB STONE TILE ON CONC.SLAB k �� �..� • . �� % � CONTINUOUS WATERPROOF CONTINUOUS WATERPROOF � 1 X CEDAR WD. FASCIA MEMBRANE TIED INTO SILL MEMBRANE TO TWO-LEVEL � TO MATCH EXISTING — FLASHING DECK DRAIN � `:. � ��� 1 X CEDAR WD.SOFFIT SPRAY FOAM INSULATION SPRAY FOAM INSULATION � TO MATCH EXISTING � \ . / , � NON-COMBUSTIBLE ISSUED FOR: DATE: 1I v � ��• BLOCKING AS NEEDED � � � � / ' � � SCHEMATIC DESIGN 12.20.11 � � � � � �... 3/4"CEDAR WD.SIDING � � � � � � � ���� HOA PRESENTATION 1.26.12 �1 �••` / .::•. SPRAY FOAM INSULATION TO MATCH EXISTING PER COM-CHECK REPORT-TYP. AIR INFILTRATION BARRIER PRELIMINARYPRICING 3.19.12 \ \ a � �� � ' � :..` ( NON-COMBUSTIBLE HOA RESPONSE 4.9.12 � � � � � / :', 1/2" PLYWD.SHEATHING TOVFINALREVIEW 9.10.12 � ����''� �l 5/8"GYP. BD.TO FOLLOW . 1/2"GYP. BD. SHEATHING TOV FINAL RESPONSE 11.12.12 � : � �� GA FILE NO. WP 8002 BUILDIN�PERMIT 3.11.13 / � y� STEEL STUD FRAME WALL � ��.. � � � � . j� NON-COMBUSTIBLE BLOCKING � � � � � WINDOW TRIM DETAILS TO MATCH EXISTING INSIDE & OUT O 2013 MICHAEL SUMAN ARCHITECT,LLC. � ALL RIGHTS RESERVED. � � � SCALE: 3"=1'-0" � � � � �', � DRAWN: MDS :. .. .. �....:_.,�:. .... . _ . . . . . . . . . �:• ••.•. ::•. .... ... . ... .... .... .� . . . : .:•.. ..., . . .... .. .. .. . .._. ... ,. :. •. �.'��• . �� � ... . ._ . . . , . . . . . .. . , WINDOW OR DOOR SYSTEM 7/8" FURRING CHANNELS 7/8" FURRING CHANNELS PROJECT#: 901 SHEET TITLE: DETAILS � �.. 5/8"GYP. BD. 5/8"GYP. BD. • STEEL STUD FRAME WALL 3 WALL DETAIL TERRACE 2 WALL DETAIL TERRACE � ROOF DETAIL ' A6.1 SCALE: 3" = 1'-0" A6.1 SCALE: 3" = 1'-0" A6.1 SCALE: 3" = 1'-0" Q�P�o ����! O o y� z �� � . a O D U=3 N � �C/ — M � WP4 WP1 ��`b�S ����� .,,: FC 1 :.. ';: ' K::' BASE: ONE LAYER 5/8"TYPE X GYPSUM ( •e� rt i; ;:..;- WALLBOARD APPLIED PARALLEL OR AT �;.'r ` `;•. �y � ��� �``= RIGHT ANGLES TO EACH SIDE OF STEEL :- ``�` � � ;<;, ,,•: .:'�. ,;•: STUDS 24"O.C., WITH 1"TYPE S DRYWALL T �' � c ` � 9/16" DEEP 28 GUAGE CORRUGATED STEEL � ;; SCREWS 24"O.C. ,;`,, �t�, � � SUPPORTING 2"CONC.SLAB ' ;;�, ;�y; a � FACE: ONE LAYER 5/8"TYPE X GYPSUM EACH SIDE: 1-1/4"GYPSUM WALL BOARD a�. � f�;. � I;'� WALLBOARD APPLIED PARALLEL OR AT ��,;� � OPEN WEB STEEL JOISTS �� � ;� RIGHT ANGLES TO EACH SIDE 12"O.C. i ;' p , �.�; ( �.•: � � ��' W/ 1-5/8"T Y P E S D R Y W A L L S C R EW S 1 2° � BLOWN-IN-BLANKET (BIBS) `�'`� % '�`� O.C., JOINTS STAGGERED 24"O.C. EACH L;`; N INSULATION -TYP. ,�� \ LAYER ;�;� BLOWN-IN-BLANKET (BIBS) � �� �•.�- � -f� :,�. �F��� INSULATION -TYP. � ��:.; `'�' ���" BLOWN-IN-BLANKET (BIBS) i;y � �' .' •�•:. • • � :::�. ,E ..., .. . RESILIENT FURRING CHANNELS WIRE TIED TO •�: ��.. ..._,,.,... �.�:..:..:.:.. .:.• _.:.. .... : : � .,.a. INSULATION -TYP. .. OPEN WEB STEEL JOISTS @ 24"O.C. '�i. � i• �,;•�rI � �.•.. :.: �"` 3 5/8"METAL STUD WALL -:�` � ��� EXISTING METAL STUD �� s:;. C.1 ONE LAYER 5/8"TYPE X GYPSUM WALL J :t�� �'' FRAME WALL .;,; � � BOARD AT RIGHT ANGLES TO RESILIENT q w'y n4,j� � � .�r R FURRING CHANNELS 24"O.C., FASTENED � `% -°�� � -' � � WITH 1"TYPE"S" DRYWALL SCREWS @ 8" ;�-" ��`� ,y" � ,�.,. � O.C. AT ENDS AND 12"O.C. AT �'` J :,��� �'•�` � .� INTERMEDIATE FURRING CHANNELS. �� w � '�U� � _ � � � � .� � � � 6 1 -HR RATED FLOOR-CEILING 4 2-HR RATED WALL W/ ACOUSTIC - INTERIOR � 1 -HR RATED WALL - EXISTING A8.0 sca�e 1 1/2" = 1'-0" GA FILE NO. FC 1 100-1 HR FIRE A8.0 sca�E: 1 1/2" = 1'-0" GA FILE NO. WP 1522-2 HR FIRE A8.0 sca�E: 1 1/2" = 1'-0" � � � � WP5 WP2 0 a oc �� �� ��,;., EXTERIOR SIDING TO MATCH J FC� ' Y EACH SIDE: ONE LAYER 5/8"TYPE X '' � OR RE-USE EXISTING � ;• � � �s GYPSUM WALLBOARD APPLIED PARALLEL ;_ � OR AT RIGHT ANGLES TO EACH SIDE OF ', � BUILDING PAPER V � i STEEL STUDS, 24"O.C. W/ 1"TYPE S � .' �i 1/2" NON-COMBUSTIBLE SHEATHING J � ° � � ° ' DRYWALL SCREWS 8"O.C. AT VERTICAL ' � � 9/16" DEEP 28 GUAGE CORRUGATED STEEL •�. ;. ��:; DJ� Q SUPPORTING 2"CONC.SLAB JOINTS, & 12"O.C. AT FLOOR, CEILING �': ( � ' EXTERIOR GYP. BOARD: ONE LAYER 1/2" � Q ;. RUNNERS, & INTERMEDIATE STUDS ;: > � TYPE X GYPSUM WALLBOARD APPLIED � a •' �' x PARALLEL TO STEEL STUDS 16 O.C. WITH 1" � 1 OPEN WEB STEEL JOISTS ';� JOINTS STAGGERED 24"O.C. ON EACH � � �� CORROSION RESISTANT TYPE S-12 WAFER ? � SIDE & OPPOSITE SIDES HEAD SCREWS 8"O.C. -VERTICAL JOINTS J O BLOWN-IN-BLANKET (BIBS) STAGGERED 16"O.C., HORIZONTAL JOINTS li M INSULATION -TYP. >� ( .� � STAGGERED 24"O.C., ON OPPOSITE SIDES � � N O / �� �� -� � BLOWN-IN-BLANKET (BIBS) SPRAY FOAM INSULATION r � N RESILIENT FURRING CHANNELS WIRE TIED TO : ;�� �: �•° •� ��••�• � INSULATION -TYP. r• �; � PER COM-CHECK REPORT � y •.:.�..::•..:�..... : .,..,.,,,:. . .;.. ......:. ..,�: ....,,.:,,....::�•:�.:.,:•� .•::.: '�:�. ::':< OPEN WEB STEEL JOISTS @ 24"O.C. � •�. � � N .'� .�� 6"METAL STUD WALL W � 3 5/8"METAL STUD WALL = Z TWO LAYERS 5/8"TYPE X GYPSUM WALL BLOWN-IN-BLANKET (BIBS) INSULATION y � BOARD AT RIGHT ANGLES TO RESILIENT : ; PER COM-CHECK REPORT Z � FURRING CHANNELS 24"O.C., FASTENED ;; �< INTERIOR GYP. BOARD: ONE LAYER 5/8" O � WITH 1"TYPE"S" DRYWALL SCREWS @ 8" �: � `' TYPE X GYPSUM WALLBOARD APPLIED O.C. AT ENDS AND 12"O.C. AT `_ � � J �` Z INTERMEDIATE FURRING CHANNELS. PARALLEL TO STEEL STUDS WITH 1"TYPE S-12 a � DRYWALL SCREWS 8"O.C. AT VERTICAL Q O JOINTS & FLOOR & CEILING RUNNERS AND � Q 12"O.C. AT INTERMEDIATE STUDS � Z 7 1 -HR RATED FLOOR-CEILING 5 1 -HR RATED WALL W/ ACOUSTIC - INTERIOR 2 1 -HR RATED WALL - EXTERIOR � ° � W � A8.0 SCALE: 1 1/2" = 1'-0" GA FILE NO. FC 1 100-1 HR FIRE A8.0 SCALE: 1 1/2" = 1'-0" GA FILE NO. WP 1072-1 HR FIRE A8.0 sca�E: 1 1/2" = 1'-0" GA FILE NO. WP 8002-1 HR FIRE � J m �T � J y � WP6 WP3 � BASE: ONE LAYER 5/8"TYPE X GYPSUM � WALLBOARD APPLIED PARALLEL OR AT 1 s � RIGHT ANGLES TO EACH SIDE OF STEEL / ^`;' STUDS 24"O.C., WITH 1"TYPES DRYWALL SCREWS 8" O.C. @ VERTICAL JOINTS, & ISSUEDFOR: DATE: S � -���`' 12"O.C. @ WALL PERIMETER & ~ INTERMEDIATE STUDS SCHEMATICDESIGN 12.20.11 :�>� ` '�� HOA PRESENTATION 1.26.12 � WINDOW TRIM DETAILS TO MATCH :° '�'S FACE: ONE LAYER 5/8"TYPE X GYPSUM PRELIMINARYPRICING 3.19.12 � EXISTING ' �� WALLBOARD APPLIED PARALLEL OR AT ;: WINDOW UNIT � .' � RIGHT ANGLES TO ONE SIDE 12"O.C., HOA RESPONSE 4.9.12 � � JOINTS STAGGERED 24"O.C. EACH INTERIOR TRIM DETAIL EXTERIOR SIDING TO MATCH LAYER TOV FINAL REVIEW 9.10.12 TO MATCH EXISTING � OR RE-USE EXISTING � � � � � �� o TOV FINAL RESPONSE 11.12.12 NON-COMBUSTIBLE BLOCKING i WEATHER RESISTANT BARRIER ~' � BLOWN-IN-BLANKET (BIBS) 1/2" NON-COMBUSTIBLE SHEATHING � '�•`- INSULATION -TYP. BUILDING PERMIT 3.11.13 3-5/8"METAL STUDS @ >� INSULATED FRAME WALL � 1/2"TYPE X GYPSUM WALLBOARD RE: WP2 '' � ' ���� 3 5/8"METAL STUD WALL BLOWN-IN-BLANKET (BIBS) ,- SPRAY FOAM INSULATION ;' � � <:�' INSULATION PER " PER COM-CHECK REPORT ��� COM-CHECK REPORT SECOND METAL STUD FRAME WALL �. ` FOR OPENING DEPTH PER DRB �' � 2013 MICHAEL SUMAN ARCHITECT,LLC. INTERIOR 5/8"GYPSUM �' �'�" s" '��� � REQUIREMENTS ��� n��RicHTS RESERVE�. WALLBOARD RE: WP2 SCALE: 1 1/2"=1'-0„ DRAWN: MDS 6 1 -HR RATED WALL - EXTERIOR WINDOW 3 1 -HR RATED WALL W/ ACOUSTIC - INTERIOR PROJECT#: 901 A8.0 sca�E: 1 1/2" = 1'-0" A8.0 sca�E: 1 1/2" = 1'-0" GA FILE NO. WP 1052-1 HR FIRE SHEETTITLE: WALL DETAILS ■ DESIGN CRITERIA: LIONSHEAD CENTRE CONDOS JOB �: 1111-13 sequences and procedures for construction of this project. Notify structural engineer of omissions or conf�icts between the working drawings and existing conditions. Coordinate Roof Live Load (Snow) -------------------------------- 80 psf requirements for mechanical/electrical/plumbing penetrations through structural elements with Floor Live Load ------------------------------------- 40 psf structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods Deck Live Load ------------------------------------- 100 sf used for construction shall be in accordance with the latest editions of the IBC IRC. ^; :�=�*f�y'`�'� P � r!`�, rt--�'.,���'�� Wind (3 Second Gust) -------------------------------- 90 mph (Exp. B) e. Details not specifically shown on the drawings shall be constructed in a manner similar to the �r������a�f�°�,�o�� Seismic Design Category ------------------------------- B details that are shown for like conditions. These items shall be brought to the attention of �� �� IBC Edition -------------------------------------- 2009 the structural engineer as soon as possible for approval. Approval shall be obtained prior to ;��"'�� ° � � installation. � ��� �� SPECIAL INSPECTIONS: f. All waterproofing and flashing is the responsibility of the architect and contractor. � �� �' g. It is the responsibility of the contractor to contact the structural engineer at the appropriate `�����,���,��,�a���� a. Special Inspections shall be provided according to Section 1704.1 and the statement of special time to perform site observation visits. Observation visits to the jobsite by the engineer are �'6�'>���°� inspections as required by the Town of Vail. for determination of general conformance with the construction documents and shall not be ` b. Continuous Inspection shall be performed for field welding (except single-pass fillet welds less construed as inspection. than 5/6"), and anchor bolts where indicated on the foundation plan. h. Though every effort is made to provide a complete and clear set of construction documents, 03/08/13 c. Periodic inspection of steel construction elements shail include material verification in discrepancies or omissions may occur. Release of these drawings anticipates cooperation and accordance with these drawings, manufacturer's certificate of compliance, snug-tight bolted continued communication between the contractor, architect and engineer to provide the best � joints, Y4" and smaller welds, reinforcing steel, and anchors installed in hardened concrete. possible structure. These drawings have been prepared for the use of a qualified contractor � M � experienced in the construction techniques and systems depicted. a, d. The structural engineer does not provide special inspections. Periodic observations of � I construction by the structural engineer are not to be considered special inspections. i. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, •� � � framing, foundation and anything else that may affect the work shown on the drawings. � � a, Underpinning, shoring and bracing of existing structures shall be the responsibility of the �j � °'� contractor. Z ^O STRUCTURAL CONCRETE: - � ° � � rn � rn�• � p �. a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI � 318) as adopted by Chapter 19 of the 2009 IBC. z �' � � b. Structural concrete shall have a minimum 28-da com ressive stren th of 3000 si. Q •� Y P 9 P � c. Coid weather concreting procedures shall be provided as recommended in the ACI Manual of J � Concrete Practice. i � � � REINFORCING STEEL: � � I Z �' � � I O a� � � U N � a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI ', , I I i � _ � Manual of Concrete Practice. '� � I „ ' ' C7 � C° i � (E) PIPE 3 STD ' � � L � ao b. Except where otherwise noted on the drawings, reinforcing bars shail conform to ASTM (N) HSS3Y2x3Y2x3/6 ' � I I �� i � x Specification A615 and shall be grade 60. � �� ; � CONT. EDGE L2Y2x2Y2x3/s '� i � (N) PIPE 3"STD COL. � � m � c. Welded wire fabric shall conform to ASTM Specification A-185. Lap welded wire fabric a i, ' I � , i � minimum of one full mesh plus two inches. Laps shall be wired together. � ; I I � � L p J � , � i � � i (A � > ' I � BRG. h'-Y2"xBM. STRUCTURAL STEEL: '� � ' � I -2Y2" CONC. SLAB ON 9/6" ', ; WIDTHx 0'-6 WELDED a. Structurai steel shall be detailed, fabricated and erected in accordance with the most current �� ; STEEL DECK PER PLAN ' ' TO BM. I N W6x25 BEYOND NOT SHOWN � � editions of AISC Specifications and Code of Standard Practice. '� ' I � ) � , b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and BRG. R AND CAP R-Y2"x �� i I I � � angles shall be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade B. BM. WIDTHx 0'-10 WELDED � i I I (N) W6x25 �� � Y4" STFNR. �' EA. c. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and TO (E) W12x16 �� ; I I � '� ; SIDE OF WEB � bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4 diameter 'i � I I '� � unless noted otherwise. , ; I 114'-0 , , d. Typical framed beam connections shall consist of pairs of 1/4" angles using the maximum ', � I T.O. CONC. � � ° ° °°� � ° °° °° °° � ' ' ` _ ---------- ------ -- --------- - --------- --------- -- s number of bolts called for in Table II-A of the AISC Manual (ASD Ninth Edition). � I � 113'-7 �► e. All welding shall be done by an AWS qualified welder. I� ,�; T.O. BM. � � f. Delay painting within 3" of field welds until welds are completed. I ���� � � � � MICROPILES: I III � � �"� � �� 112�-C3/4 J L3x3xY4x0'-4Y2 W/� ' �� � � �--� T.O. BM. (4)-5/$"0� THRU-BOLTS, �i a. Micropiles shall be installed to resist the unfactored design loads as shown on Sheet S2. The I � I I � � factor of safety to be applied to the design loads to obtain the required ultimate load � ; WELDED TO W10 WEB � � capacity of each micropile shall be 1.67. \ I � i � I (N) 8K1 BAR I � � b. The sizes of reinforcement and casing to be used shall be as specified by the installer to I ', i � I JOISTS C� 2'-9 I � _ _ � achieve the loads required. Steel pipes used for casing material shall conform to the � - - - - - - - - �--� - - - - - - - - - - - - - — (N) W10x12 � � � � specifications of API N80with a minimum yield strength of 80 ksi. Reinforcing steel inside the � � � I I'� � pipes shall be Grade 75 all-thread rebar. �� � - Y4" FITTED STFNR. ' ' O I I REMOVE (E) CONC. AND I� �I E W12x26 I c. Installer Qualifications: Installation shall be done by an authorized installation contractor ' ' h' FAR SIDE ' � � � I I DECK AS REQ D FOR (N) experienced in the installation of the proposed type of piles. (E) W12x16 CANT. I' ' �� I�� ��I \�ADD Y4" WEB STFNR. R's AS � � � STUB COL. PIPE 3 STD d. A representative of the geotechnical engineer shall be present during installation of the �i ; I' �I CLOSE TO (E) BM. CONN. AS micro iles. � , � I (E) W12x22 LOCATED W/ CAP AND BRG. h' � w P , , � I� �I POSSIBLE, EA. SIDE � e. A written installation record shall be kept for each micropile, including reference number and , , � I 6" BEYOND SAME AS COL. ABOVE I� �I � location, type and dimension, date of boring and nature of strata where each micropile is ', ; / � � � bored, total penetration, length and position of cavities in each micropile boring, depth of 3 ' I I 3 �/ I� �I E W12x14 � (N) HSS5x5x/6 �� � I I (E) TS4x4x/6 REINFORCED � i , � ) p en e t ra ti o n i n b o n d z o n e, ti m e o f d ri l li n g a t i n t e rv a l s n o t ex cee di n g 1 5', d e t ai l s o f sp lici ng o r � ! j I FULL HEIGHT I� �I � � jointing operations, details of grouting operations, errors in position and inclination, and �, ; I I'� '�I � � amount of grout and pressure used. '� ; I i� �i � � f. Soil corrosivity and required mediation shall be determined by the geotechnical engineer and � � I I �° � � micropile supplier, respectively. � i I I � (E) PIPE 3 XXS g. Proof load tests of 1.67 times the design loads shall be carried out on 5� of the piles �� � I I� ^ ►-� installed plus additional piles as may be designated by the geotechnical engineer and in � � I I � � � accordance with ASTM D4945 or other approved standard. 3 �, ; � h. The micropile installation contractor shall strip and cut off the tops of the piles to the (E) TS4x4x/6 LOCATED � ,I i I I 3/6 2 � 8 � cut-off levels specified on plan and prepare the pile heads as shown. 6" BEYOND \ , � I I ADD C5x6.7 FULL � i. The maximum permitted deviation of the finished micropile from the vertical at any level is 1 �� , ; � I HEIGHT OF COLUMN a � ^ in 150. Should the deviation exceed these tolerances, the contractor shall submit a remedial � � ro osal for the a roval of the en ineer. Failin this, the fault micro ile shall be re laced � � �� � 3 � P P PP 9 9 Y P P � I'� (E) TS4x4x/s by additional micropiles as necessary in positions as determined by the engineer. Do not i , � r� force micropile tops into alignment. 'i '� I I j. Where a micropile has been damaged during installation, testing or by other causes, the � � I I � � damaged pile shall be replaced by additional micropiles as approved by the engineer. �, ; I I � � � I I 2 SCALE: 3/4" = 1'-0" � � STEEL DECK: ' ; � I S1 � � � a. Steel floor deck shall be the depth, gauge and rib type indicated on the drawings. '� � � I � � b. Deck shall be fabricated from steel sheet conforming to ASTM A.611 or A.446 having a i � I. I �.,� minimum yield strength of 33 ksi. li � I I c. Deck shall be manufactured and erected in accordance with standard recommendations of the '� ' I � Steel Deck Institute. � � i �"� d. Sheets shall be finished by phosphatizing and painting with a baked-on acrylic primer. Where �� i � I � deck is used as a concrete form, the side of the deck in contact with the concrete shall be �, � I CONT. EDGE L2Y2x2Y2x3/s � � phosphatized but not painted. � �� i I e. Openings larger than 6" in diameter shall be approved by the structural engineer prior to �� � I I PIPE COL. PER PLAN � ' �� being cut into the deck. �� �� I I W� BRG. �j'-Y2"xBM. � �� � � f. Use welding washers for deck with thickness less than 18 gauge. � I WIDTHxO'-10 W/ �� � --2Y2" CONC. SLAB ON 9/6" 4 -5/8"� THRU-BOLTS I � STEEL BAR JOISTS: I I � ) I� STEEL DECK PER PLAN � � � I I � a. Steel joists shall be designed, fabricated, and erected in accordance with °SJI Standard I I Specifications" for open web K and LH series joists. �� Ili � I W12x22 �� b. Provide special end bearings and chord extensions as shown on the drawings. ', ; � I � ', ; designed by KRM c. Provide all bridging, bracing and other accessories as specified by the joist manufacturer and BRG. R-Y2"x BM. WIDTHx �� i I I 123'-2 � ' � drawn by KRM SJI requirements. � � ! a � d. Provide sho drawin s, includin calculations, to structural en ineer for review rior to 0 -6 WELDED TO (E) � � I I T.O. CONC. � ' °" � '� __ ° a °° `° °° � � __ ______ �_' ' ' ' �_ _ T�H P 9 9 9 P W14x22 � , ---------- ---- -- ------ ---- ----------- ------- checked by fabrication. � I I (E) W14x22� � I I � � � issued LIGHT-GAUGE STEEL STUDS AND JOISTS: �� � I I � � � \ � PERMIT 03f08 13 a. Stud subcontractor shall provide bridging and blocking as required for stability and stiffness of '� ' I I � � % / the final wall or roof assembly. ' ; i � 99'-9y b. Metal studs and josts shall be of the type, size, gauge and spacing indicated on the drawings. � - - � _ � � % � " T.O. BM. ' � � c. Install "C" shaped headers over openings with webs back-to-back unless noted otherwise. i� � � � d. All 16-gauge and heavier structural studs and joists shall be formed from steel that conforms (E) W12x27 I i �i�i (N) 10K1 BAR �, i �� >, > to the requirements of ASTM 570-79 or ASTM A-446-D with a 50,000 psi minimum yield I �i �i'i JOISTS � 3'-1 ii i Y4 FITTED STFFNR. R s stress. I i u � i , EA. SIDE OF WEB e. All 18-gauge and lighter structural studs and joists shall be formed from steel that conforms _ _ _ _ _ _ _ _ _ _�,�,_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � �, ; to the requirements of ASTM 570-79 or ASTM A-446-C with a 33,000 psi minimum yield (N) W10x12 ' stress. I I I I I� � f. Structural studs and joists shall be coated with red zinc oxide paint, or shall be galvanized. �, i g. All field-welded joints or ground areas shall be touched up with similar rust-inhibitive material. I I I I � J L3x3xY4x0'-5Y2 W/ �, ; PIPE COL. PER PLAN (E) PIPE 4"XS � I I I I (4)-5/$"�D THRU-BOLTS, ', ; W/ CAP h'-Y2"xBM. GENERAL REQUIREMENTS: PREVIOUSLY REINFORCED \ I I I I WELDED TO W10 WEB ' ' WIDTHxO'-10 W/ W/ TS5x2xY4 EACH SIDE \I I I I (4)-5/8"� THRU-BOLTS sheet (VERIFY) �I I I a. Structural erection and bracing: The structural drawings illustrate the completed structure I I I I with all elements in their final positions, properly supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction I I I I to achieve the final completed structure. Contact structural engineer for consultation (not in contract) as required. b. Shop drawings: Submit shop and erection drawings for structural steel and steel joists to engineer for review prior to fabrication. This review is for general compliance with the intent 3 SCALE: 3/4" = 1'-0" 1 SCALE: 3/4" = 1'-0" of the structural design. The architect and/or contractor are responsible for checking S1 S1 quantities, dimensions and coordination with other trades. c. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not sca�e drawings. d. Construction practices: General contractor is responsible for means, methods, techniques, JOB #1111 - 13 I � (E) PIPE 4°XS �^ �'�-�,� � ��.�f /'`".� �.` ��f r iAy SC�9O4�P I � I I PREVIOUSLY REINFORCED - f�,��,� �a�f, �,��'�� I I � W/ TS5x2xY4 EACH SIDE �c��'��" ��^'��� � (2)—#6 GR. 60 BARS IN I � I � (VERIFY) � EACH GROUT HOLE I � I ���� e �� � � � �. �� �� I I I (E) 4" CONC. SLAB '`:.�y°��� �.�' I � I ������,�n�����9����� 6f���,•� .. I I FILL GROUT HOLES X (E) CONC. FTG. I i I W/ HIGH—STRENGTH I I EPDXY GROUT 03/08/13 I � I � I � � � 1 � °; � � ��-�-- - — — �- � T — - � � i .� � � � \�� �r �� / � � rn � ) � I � i 1 I U .-. �o I � i I z � o � � rn I /� I � � °�'X I�_ ,I z °' � � Q '� � °� � CAP �' DETAIL TO BE � � SUPPLIED BY MICROPILE z �� INSTALLER, SUBMIT SHOP � � DRAWING TO ENGINEER FOR � APPROVAL �= UNDERPIN FTG. W/ MICROPILES, SEE U — � � � PLAN FOR REQ'D CAPACITY � � � � -� X o � U m U � � O J � � � 1 SCALE: 3/4" = 1'-0" S2 � II � � II ' II II I I I I I I I I I � I I I I I I NOTE: CONTRACTOR IS TO FIELD VE�tIFY ALL I I I I I I I I I I � I I I I I I PREVIOUS REINFORCING OF EXISTING COLUMNS � I I I I I I I I I I I I � I I I I AND ENLARGEMENT OF EXISTING FOOTINGS I I I i I I I I I I � � ��I I�� ��I I � I� � � � - i i � I I I I ►-�� _ � _ � � I I I I ���� I I I I I III I I I I I � � � I I I I I � I I I � I I I I � � I I III � � � II II I � � � I � � I I � — I I � Q I � I � , I , I I � I I I I � II II � I � � � I � � I � o I o I I � III I � � I L 0 � I � — � I I I I (E) I W10x15 (99'-3�) I I (E) W10x15 (99'-3�) (E) W10x15 (9'9'-7) � I I o � o I � � I � I ,�d ,�Q ' ,�� � U� � � � � I I � � I I � � � �� I � I � � � � � � � � � I I � Q�� Q���+�,+ Q���+��� � O O I I � I I I I I I Q� I Q� �� I I i Q` %� I � � , > i I I � I I � ��,1 ��,1 ��,1 � � ��,1 ,�1 I � I (E) 3 —Ox3 —0 FTG. I (E) FTG TO BE I I I I I I I '� I x� PREVIOUSLY ENLARGED TO I ^ � UNDERPINNED WITH � I I I I � � � 5'—Ox5'-0 (VERIFY) MICROPILES TO SUPPORT 115K I I . I I I � � � � I I - � I � � I I I � i - I , I — � � � L� � � � � - -�T.°o� (°> coNC. I � A,yJ; � . . I � � N I � I I �N ' � 1� I � � � � � (E) FTG. TO BE � a� �I � � � (E) 3'—Ox3'-0 FTG. UNDERPINNED WITH \ , � � I PREVIOUSLY ENLARGED TO � I MICROPILES TO I I I I I N I -1-G'I � I ,,�� � � � I 5'—Ox5'-0 (VERIFY) I SUPPORT 95K \ I I I ' I � � +J�`'1 i � � � I � ,Q��P�° i � I � � � Q ��° ' ,� ���� ��� � ���� I ' � � - - - - - - � Q _- - - �- +� - � - � - - - - - _ _ _ _ _ - - - - � ,Q� _ _ � _ �,Q�;�� � � -Q�Q�;� � 1 - - - � ° � � � � � � � �� � �� �� �� �� I � � � � � � _ _ � _ _ ! �' � � __� ' _ ; � `� � , ,�> � � � �, � , � I � E W12x19 99 —6�) I X (E) �W12x19 99 —6 X E 12x27� 99 —�Y2) � � I v I T I I -- _ _ i T I�T i : 0. Do0— .. I I 0 0 � � I I � _ � i � � I __ I I � I � I I I I I I I S2 I I I I I S� ! ' I designed by KRM drawn by checked by TDH issued I I I I I i � I I I I I ! ! � I I I I I I I � ! I I I I I � � PERMIT 03 08 13 I I I I I I I I � ? � �- �) � � �- ) � , , ; NORTH NORTH �OU N DATI ON PLAN SCALE: � 4" = 1 �-0�° �I RST FL.00R FRAM I N G PLAN SCALE: � 4" = 1 �- 0�� sheet PLAN NOTES PLAN NOTES 1. ALL COLUMNS ARE LABELED AT THE TOP. 1. ALL COLUMNS ARE LABELED AT THE TOP. � 4. (E) INDICATES EXISTING CONSTRUCTION: (— —). (N) INDICATES NEW CONSTRUCTION: ( ) 4. (E) INDICATES EXISTING CONSTRUCTION: (— —). (N) INDICATES NEW CONSTRUCTION: ( ) 5. EXISTING CONSTRUCTION IS SHOWN AS ACCURATELY AS POSSIBLE FROM THE ORIGINAL STRUCTURAL AND 5. EXISTING CONSTRUCTION IS SHOWN AS ACCURATELY AS POSSIBLE FROM THE ORIGINAL STRUCTURAL AND ARCHITECTURAL DRAWINGS. REPORT ANY DISCREPANCIES DISCOVERED DURING CONSTRUCTION TO ARCHITECTURAL DRAWINGS. REPORT ANY DISCREPANCIES DISCOVERED DURING CONSTRUCTION TO ENGINEER FOR RE—EVALUATION OF DESIGN OR DETAILING. VERIFY ALL DIMENSIONS WITH AS—BUILT ENGINEER FOR RE—EVALUATION OF DESIGN OR DETAILING. VERIFY ALL DIMENSIONS WITH AS—BUILT CONDITIONS. CONDITIONS. J�B #1111 - 13 � ::`;��'� i` .�:.�'f y,f�. (E) PIPE 3"STD - f��,���a�f,P �,�'�� REINFORCED PER 3/S3 �c�����" ��'��� , � � ;c-�,a� � � 2Y2» CONC. SLAB ON 9/s" � � ��� ��? i STEEL DECK PER PLAN �. �,� �� i �`� ��° �� m�� ��: CONT. EDGE L5x3xY4 � �, �°���'S�Q�A°��� ; �-(N) 8K1 BAR JOISTS X (N) W6x25 ; � 2'-9 � 03/08/13 ' 114'-0 � °� I� - ` ' T.O. CONC. SHEAR �-Y4"x4"x0'-4 � . ✓ - � WELDED TO COL. AND ; � � M �i BM. WEB ' �i p� rn I I � – - - - - - - - - � rn � - - - - - - - - - � � � r_,,_,,_„_�,J�„�- � - - �^-^-^�- - - - - �j -p °' - - - - - - - - - - - - ^ 7 � �- � � � z �o // �� �� �� // �� - � ° � // \V �� �� // \\ „ � �� �i� - - - - ��1� ��ii - - - - ��1/= c� X — ~ � = a \ Z � � � � � �VERIFY (E) WEB STFNRS � a� (E) 12K1 BAR JOISTS � ' , ' � � � � A D D I F R E Q D W/ SLOPING CONC. � i � � � z . � � SLAB, REMOVE SLAB AS ; I � X I - - - � REQ'D BELOW (N) W6 / ; I � (E) PIPE 3"STD COL. TO o I � I � � O � � � � ' BE REINFORCED FULL j �II � I � � � � � HEIGHT � � � � (E) W12x26 BM. � (E) T w _� � � 00 ,-. � — � -� 0 O S 4X4k3/1 g I � I � _ _ I � U m v ADD C4x5.4 EACH SIDE, � I c° L J FULL HEIGHT OF COLUMN� N I cv � � � � \ � 3/6» 2»C�? 8„ X � � �F'J I ° ; _ - TS I � - o i o O � I � w � I I � � ����3��s I _ . `% � 1 Q�e� � .. � � ' L� � \ (E) PIPE 3"STD J ' I � ,-' �, I ; ._ � � . �I , �_ - � , , � i�r — T — — T � o � o � ,,6 ���� ' `° �� �I I I I � � � 3 SCALE: 3j4„ _ �'-0" 11 � � o ! 00 cy m I � � 0/ ' � -- -- _ S3 �2x� � -;- � I 'I I _ _ I I o � � o � � -� - �E1��� �- I — — i � � '--a ����16 I . N I � �s�0• � I� ��+��6 '-�-' � W � . �� ,, �- �- � w �— ��— e� _ , 2Y2» CONC. SLAB ON s/6» ; � '�`� � III Q�Q� O�G� I II �F,1�� � � STEEL DECK PER PLAN � �� (E) PIPE 3"XXS � � �F,1 � I � ��1 ��\� i [� i �i A E W 12x58 110'-6 3/4) , , � — — � � � � � � � � � � ,� . . � p — . � - M--1 � , �, � �p � (N) 8K1 BAR JOISTS � ' �� � � � 3 � � , RE�NF�R�3 X S � � 2'-9 � � , � � -' F X � i � � � � �� 53 2 � � � � - I I �� - � , � � - - - - - - ;.. � �i 114'-0 � �o = I // O S:��Q ; I > S3 � c,� - w � � , . , � ° ` i, � �„,,�,_�„J,r n „r ,, ,,..,t„_,,. T.0. C 0 N C. 0 F ' � , � —i- __ _ .— _ .._ — — -- � / Ft p � �I w � „� �� � - � I / ��E� %� � —� � �__� �`� � � �� ii �� A ,;- ' � /-- � � i - - - - - - - - - �. � �\\ ii �� / �' �� � ; ^ _ _ � _ _ � � / ; / �r I _� ^ - - - - - - - �- � � % � i- / "'c�o r N `v `� � 114'-0 � � � ✓ ,, , �' � � - C� - - � - - - -°-� ;.� T.O. (E) CONC. � O 7/ � � ' � 113.-� � r� cv ,�� ���� /� � `- �VERIFY (E) WEB STFNRS, � � , ; � �'� , T:O. (E) CONC. � � � � v� � X � � � . � , � � � � � ' ADD IF REQ'D � �� � , � `� �/� - - - - \\1/� i i � � � � co � p O ^ � �- rn I �'� % N I N � � z ^ � � i i ADD 3ja„ WEB STFNR. AT � � / / " �� / / / � � _ a . Q .f- � ; � � � � �i -�, , ,-, , , , (3) COL. LOCATIONS � ^ � X ROUT SOLID , z , - � G : � � � cv � � �- -- . _ i i �� � Y � BELOW (N) BM. � � w � ABOVE (E) COL. i lii i � � � � aYO N .. � , , � , / � N ^ / �, � 113'-OY \ �� � - ' � � z w :� ' � ,, 'I��' L� EACH END i i li (E) PIPE 3"XXS COL. TO T.O. O CONC. -' rn � � > / � N ��� �� ', ; BE REINFORCED FULL � , � � � 114 -0 � N �P I � �1 ��, � � HEIGHT � / T.O. (DI��CONC. x- _ i I I N � i-�-1 E TS4x4 COL. 1 � ) � � � \ / / �� � — , � � 6 � � - ' � - �; �1 � - - - - 1 � � � � � - � � � �'- � � S5 � / � / - - - -_ �,�,5 � � � �� ,-- , � -- _. '� � � � ADD C4x5.4 EACH SIDE, � I �-� � FULL HEIGHT OF COLUMN \� I � �}�` I (E) W 12x14 (112'-6 3/4) � ! E) W 12x14 (112'-9 1/4) ,�,�6 I ' � �.,� 3/6 2»p 8�� ,`� +�,�6 �+� I � � +� �+ I I � � �`�°` ��'�' ��' -- — I � E-'+ 0 � ������F� a � � I � » I U � � �(E) PIPE 3 XXS � � 3 _ _ _ _ � I I � � � (N) W10x12 (113'-9Y2) I S1 I I � 2 SCALE: 3/4" = 1'-0" ' / II S3 2Y2" CONC. SLAB ON - - �-_ - - - - - - = - - - - - - - - - - I 9/6"x26 GA. STEEL DECK I 2Y2" CONC. SLAB ON 9/s�� (0.6C26) REINF. W/ 2 I I I KRM STEEL DECK PER PLAN I 6x6-W2.1 xW2.1 WWF I I S� I I I designed by drawn by KRM (N) 8K1 BAR JOISTS checked by TDH , � 2 -g 2 � � d 5 �;, issued 114'-0 �-/ ° ° ° ° �� � ` T.o. coNC. PERMIT 03 f08/13 �� _ —� - - - -� � - ii �� �� ii �� - - - - - - - - - -, �ii � � � __ _ _. _ - -- = — _. NORTH rv�..�-�.�.n_r�n_r�=ns=.�-�n_n.= . ._.. — ,� �„ � L A M I N LA N SCALE: 1 4" = 1 �—o�� ���� ������ (E) �oH2 BaR �oisTS w/ PLAN NOTES � 2Y2" CONC. SLAB 1. ALL COLUMNS ARE LABELED AT THE TOP. (E) 12K1 BAR� � (E) W12x16.5 2. (E) INDICATES EXISTING CONSTRUCTION: ( - -). (N) INDICATES NEW CONSTRUCTION: ( ) JOISTS 3. EXISTING CONSTRUCTION IS SHOWN AS ACCURATELY AS POSSIBLE FROM THE ORIGINAL STRUCTURAL AND sheet REMOVE (E) (N) W6x20 BM. AND ARCHITECTURAL DRAWINGS. REPORT ANY DISCREPANCIES DISCOVERED DURING CONSTRUCTION TO CONC. AS REQ'D CONT. L5x3x3/$ SIM. TO ENGINEER FOR RE-EVALUATION OF DESIGN OR DETAILING. VERIFY ALL DIMENSIONS WITH AS-BUILT SECT. 1/S4 AND 2/S4 CONDITIONS. (E) W12x22 0 0 1 SCALE: 3/4" = 1'-0" S3 JOB #1111 - 13 � ::`;��'� .� i` .�:.�'f y,f�. �f�"���g a�f�P s'���,� .d¢r•"��'4��^ ������' +�C..,�w!� o �y � �d� ��r . �y���� �� CONT. EDGE L2Y2x2Y2x3/6 \ r��� ����������- � ��'aSl�1�3 A`� . � X \ 03/08/13 2Y2" CONC. SLAB ON 9/6" STEEL DECK PER PLAN � \ � ; FIELD VERIFY SPLICE a, � c � � 1 RET. � i LOCATION AT (E) PIPE � �, � 3js�° I — I � � � . 123'-2 , , , , � � � � rn � T.O. CONC. ° ° � U � -=— --=—=----=--_—_--= - ------ I -�o I z -o o � � „ � �� � �I 3�6 � X z � � L�i I I � � � � I a a� � J � � � � � � � rnl rn rn � .� (N) 10K1 BAR � I I NI _N N z c JOISTS @ 3'-0 I �, " � � � N a�o I �I � � � � � (N)W12x22 � I I � (E) PIPE 3" STD I t°I c°- `° � 0° � TO BE REINFORCED cil �c�t c� � �' o � / T. � � C� � � m � � � SHEAR R-Y4"x5"x0'-8 � � � � .� o Q ^ ^ u� � > w� w w — ��p `_' _ . o " — (E) PIPE 3" STD.� � � �� I / 3 » » Q r� � / �s„ 2 C�? 8 I � ���P� � O� I � I � _. - - - - - - - - - - - - _ _ - - - -_; ADD L3x3x5/s FULL `� I I HEIGHT OF COLUMN �� I I� I I � � � BELOW THIRD FLOOR I I I I I � � 3 SCALE: 3j4„ = 1'-0" I I _ °° � S4 , I � — � l i o � � rFJ ,� ', I I � I �.s w � - �� = . _ � � 2Y2" CONC. SLAB ON 9/6" STEEL� 3'' I �A F,tiFo�c ST I I I I I Q�e�-� Q�Q� �' DECK PER PLAN I F O ��1 ��1 � � � - - -, � '� � — — � — _ p �n - - - - _ � - � � 3/6„ 2„C�?12" � 3 � 2Y2" CONC. SLAB ON S4 � I \ I 9/s��x26 GA. STEEL DECK . --��-] Q 1 123'-2 (0.6C26) REINF. W/ � � Q�i � ° ' �4 - , — — -- — — — ` T.O. CONC. I 6x6-W2.1 xW2.1 WWF �` ! w �i � � S4 rn � � // \V � � - � \� // �� N � � �\Lii — — — — ��11_ 123'-2 � .-. 123'-2 �_ � '� ^ T.O. (N) CONC. � ^ °' T.O. (E) CONC. � � O � rn - � � r--� I � MATCH E � I N � � � �I �I � � � � � � � 3�6�� 2�>C��2" �� �� �(E) 10H2 BAR JOISTS W/ � o � � � ^ � / 2Y2" CONC. SLAB N � � � � � � F--� / c� m oXo -� � �1� 3 „ » » � Y/ /s 2 �12" �� �� CAP R-Y2 x BM. WIDTH � Y � x 0'-8 WELDED TO (E) I '� .�O � ' ' z �1 ° z w S � " ADD 3/8" WEB STFNR. AT I I BEAM •J P�p� z � ,� � (3) COL. LOCATIONS � � I eF' _ _ Q� �� � 4\ �\ � � � �� ��� ��16 I ��� � � i � (N) HSS3Y2x3Y2x3/s 2 � � � � �� � � s� � � � O ��e�e ���� _ _ I � � i � � � � � � � � I - 2 � � � S4 `� . _ I � .� � z I � U I � � 2 SCALE: /4 I S4 3 „ _ �'-0" .� (N) W10x12 (122'-11Y2) I � I ; I � 2Y2" CONC. SLAB ON 9/6" STEEL� DECK PER PLAN � ' I i I I � I I i I I S� I I designed by KRM drawn by KRM 3/,s" 2"c��2" \ checked by TDH �� 2 ,3 � 5 issued � 123'-2 � �� � - � � � � � u �,� T.O. CONC. �� — - - - -� � — -- PERMIT 03 f 08/13 � � �i �� � ii �� ��ii _ _ _ _ ��1_ — NORTH TH I R D F�LOOR �R AM I N G P LAN SCALE: 1 4" = 1 �—o�� (N) 10K1 BAR JOISTS C�? 3'-0 �(E) 10H2 BAR JOISTS W/ PLAN NOTES 2Y2" CONC. SLAB 1. ALL COLUMNS ARE LABELED AT THE TOP. (N) W8x28 BM. TUCKED UNDER (E) EDGE L TO (E) W12x16.5 2. (E) INDICATES EXISTING CONSTRUCTION: ( - -). (N) INDICATES NEW CONSTRUCTION: ( ) BUTT AGAINST TOP FLANGE OF (E) BM. / 3. EXISTING CONSTRUCTION IS SHOWN AS ACCURATELY AS POSSIBLE FROM THE ORIGINAL STRUCTURAL AND sheet ARCHITECTURAL DRAWINGS. REPORT ANY DISCREPANCIES DISCOVERED DURING CONSTRUCTION TO ENGINEER FOR RE-EVALUATION OF DESIGN OR DETAILING. VERIFY ALL DIMENSIONS WITH AS-BUILT CONT. L5x3x3/$ (SEE � CONDITIONS. SECT. 2/S4 FOR WELDS) � SCALE: 3/4" = 1'-p„ S4 JOB #1111 - 13 � ::`;��'� .� i` .�:.�'f y,f�. �f�"���g a�f�P s'���,� .d¢r•"��'4��^ ������' +�C..,�w!� o K ¢ � � �� � � � �� `��'�,�����������'�= ���'aSlO�i A`�� � 03/08/13 � � � � � � � � � � .� � � U � °' z �o _ -p o � r � � ��. � p � I ��I � Z °' � � ;I I— — _ Q '�- II J � � I � .� ^�- � ^ ^ O � � � � � � I _i � I _� _� U – ; o � I � � o � I o � o � L � � i " i " i � " o �I_ I N. Cfl— . N -tU— —N � U m C� � � I N N � N j I � � � � � � -+� � Q � j I � � � �n � > � � � � � � ^�_I� _ o — w_ � _�,_� � "� I � v 132'-4 � � � CONT. L4x4xY4 I I I m T.O. (E) CONC. m m 132'-2Yz �� � I 131'-10Y2 T.O. CONC. _ � J - - - - - - - - - - - �-__ _ �_ �. __ _. .�- _e _ � � _� ____ . _� �_ �_�._ _- �_ __ _ T.O. (N) BMS. (SLOPES) I I o 0 0 � I ^ � � w w w .� .� .� � � I I �\ �(N) W6x12's � 3'-3 I �� � � L4x4xYax 0'-4 WELDED � I � � TO BOTH BM. WEBS � I ~ � I Q � F � � � — ,__, - A -- �A , I � � F I G� � �+ „ 3� �Q� p� �Q N PIPE 3 STD W CAP I I Q F P � ) � S � „ > I To I �� �� ��-� � � � � �j'-y2 x BM. WIDTH x 0 -8 I � � E"� —5 " — W/(2) /s � THRU BOLTS � - - - - - - � - - - - - ; - ._ _ - - _- - - - - - - - - - - - -� - -_ _ - -. - ._ - _. _ ._ - __ - - - - - - - - - - O � i � I I I � 7 I � I I � � � � 1 2 II � I � 3 SCALE: 3/4" = 1'-0" 1Y2" MAX. STONE ON SLOPING � S5 S5 ; I I I I � I �_ I � � I . _ � � Q S5 I 4 -2Y2' CONC. SLAB ON 1" x � � I I I � � I 24 GA. STEEL DECK (1.0024) I � � REINF. W/#3's�12" O.C. EA. `�`� I I W WAY OR 6x6-W2.9xW2.9 WWF � � o � I I �I � (WATERPROOF MEMBRANE o �' � o I I z I � � U� PER ARCH.) I X � I I I � � (N) SLOPING 4"-2Y2»— � � � � r� I I � II � � � CONC. SLAB ON 1" I " � `�' I I �• N � � STEEL DECKING PER N � N I I cv I � ►-� PLAN i � �- (E) PIPE 3 STD. I o o I X I I � � � � � ^ '� � i � � � i � i o � � 1" RET. I .. .. � I � �- �- - � z z c� � ,� 3�6�� � I " " � I W I � I 132'-2Y I I 1 I , I ,, S�� � I ,, S�� �1 � � � � � S�OP OS C. � - °_ � ° _:I 131'-10Y2 —�-�. 131 -11 �� I I �� � � � a � ° ° � � ) � a � � � T.O. (N) BMS. i �- � T.O. (E) BM. � I Q�� I I Q�Q I P�Q � _ � r--�i ��1 W6x15 (131'-10Y2) I ��1 I `�1 � � > , i � II I � ; - � N W6x12 s � 3 -3 � � � � � � � ) / JL � 3 � � I / -- �—�� - - - - - - � , I I I � � L4x4xY4x 0'-4 WELDED � I I SHEAR �j'-Y4"x8"x0'-8 � 'I I � I � S5 , I� I I I � � � � � TO BOTH BM. WEBS I I 'I I I � I ' I �, I I1I- � .. � I I 'I I �E) W14x26 � � , � � N W10x26 W CONT. , ( ) / I I ;I I``� �; ', L4x4xY WELDED TO TOP � » 4 I I ;I I (E) PIPE 3 STD � 'i I I —�—� [� FLANGE i �i I TO BE REINFORCED i i I I i i ,l I � � I ' I ' � I � � I L�------------------------ ---------�- �I I � (E) PIPE 3" STD.� � I I � � 3��» �»� 8» � � I �� SEE SHEET S6 FOR LOW � ADD L3x3x5/s FULL ROOF BEAM HEIGHT OF COLUMN I I I I I I I I designed by KRM 2 SCALE: 3/4" = 1'-0" drawn by KRM s5 checked by TDH 2 � � 4 �J � issued � � � � PERMIT 03 f 08/13 3/,6» 2„c��2" NORTH F�OU RTH �LOOR �RAM I N G PLAN SCALE: 1 4" = 1 �-0�� \ 132'-4 PLAN NOTES � 132'-2Y2 T.O. CONC. T.O. CONC. ° � L °�, - -dT�-- - -- -------- 1. ALL COLUMNS ARE LABELED AT THE TOP. _ , =- , (SLOPES) ------------ Ii� 2. (E) INDICATES EXISTING CONSTRUCTION: ( - -). (N) INDICATES NEW CONSTRUCTION: ( ) � � (E) 10H2 BAR JOISTS W� (N) SLOPING 4"-2Y2" 2y2" CONC. SLAB 3. EXISTING CONSTRUCTiON IS SHOWN AS ACCURATELY AS POSSIBLE FROM THE ORIGINAL STRUCTURAL AND sheet CONC. SLAB ON 1" ARCHITECTURAL DRAWINGS. REPORT ANY DISCREPANCIES DISCOVERED DURING CONSTRUCTION TO STEEL DECKING PER ENGINEER FOR RE-EVALUATION OF DESIGN OR DETAILING. VERIFY ALL DIMENSIONS WITH AS-BUILT PLAN CONDITIONS. (N) W6x12 W/ CONT. L4x4xY4 WELDED TO TOP FLANGE ° � 1 SCALE: 3/4" = 1'-0" S5 JOB #1111 - 13 5/s" NON-COMB. PLYWD. ;�„�'����,;' �,�, .i!`�,� rt..-T ,.� � SHEATHING �r��a����a��' ��,��� � e � �. ;�.-�a� � K � ' � �� � 9Y4"x15/$"x 16 GA. STEEL �,������ '� �` ° ��� JOISTS � 16" O.C. SIMPSON A34 AT EACH �. an 9 �� a� � LOOKOUT � ��69���,•� .. � / 03/08/13 � O '� � � � � � � � .� � � / U -p °' / ^ z �o ; � CONT. 9Y4„x1y4„x20 _ p o � � rn � rn�• � GA. TRACK � (N) W8x10 ; Z � � � HEADER BEAM ' � , Q - � � � ; � i I I ' J � , . I _ � � � � � •�, � �-. I N PIPE COL. PER PLAN Z � ) � I � I c W CAP p-Y"x4"x0'-8 ' z I O � o0 � 'L 2 I I ; I W � — U N � W/(2)-5/s (� THRU-BOLTS ' ' I � . I m I I � � � I I � I II � L � � � � � I _ �,_ —{-� � � m o 3 SCALE: 3j4" = 1'-0" � S6 z� II � � �� � .� o � m I �,- � u� � > �I " I I �II � I I I � I x� . � _ �� I � I 5/$�� NON-COMB. PLYWD. J � - - - - - - I - - - - �I I - - - - (E) RIDGE _ � J � — . . -_ J �-I I I -�- w SHEATHING °� � � � I � N � 9Y4"x15/8"x 16 GA. STEEL REMOVE (E) WALL BELOW � I � I - - X JOISTS C�? 16" O.C. AND (E) LOOKOUT � ! I N �► � CONNECT (N) STEEL JOIST FRAMING AT ROOF EAVE I I II I DBL. JOIST I � BLKG. BTWN. RAFTERS � TO (E) 2x10 RIM W� � � AT BRG. TYP. � #10x3/4" SELF-TAPPING � � � I � � SCREWS C�? 12" O.C. I I ��O � � II I 1 (N) 9Y4„x15/s»x16 GA. � I - �� - � � 1 FT___ __________________= I STEEL1 JOIST4 C�? 16" I I � I �1 F�Q � Q�P '� '�� (925S 62 5 ) W10 12 � - � � � � � _ _. - - - - -- i i � — — — — — — ... —. _ - . . i i c�'� i I I � _ . .. .. _ _ �y �� - - -- Yyi ------------- \Q�� � I � I I I � M--1 Q I 2 - - Ifi � (E) 2x10 RAFTERS C�? 24" ��'1 I I Sg I I � I I � � II � I N- I Q � „ „ � � I � � I � � � I 9Y4 x1Y2 x20 GA. CONT. TRACK � � � w (N) W10x12 HEADER I I I � I o z I I BEAM (W8x10 AT I I (E) W12x16 SLOPING I � X � I � � ,>SIM") / I I BEAM I � I z `� o � I � � � ,-. cn � ,1 - - � SHEAR TAB: Y4"x � I I � 1 � i� I � � �I � � 6"x0'-4 WELDED TO I � � � � I S6 � I � I I � � BOTH BEAM WEBS I � (E) PIPE COL. � I � � I � _ I � � I I I III � IIIN ��� II � \ � �- N I ^ � I NOTE: AT "SIM" PROVIDE (N) PIPE I (N) BRG. WALLS BELOW: I_ I � �I � � � � „ >, , COL. PER PLAN W/ Y2 x4 x0 -8 �5Y2"x15/8"x20 GA. STEEL � I w � S L O P I N G C A P �' W E L D E D T O (E) B E A M � I STUDS (550S162-33) � 16" � I� � � i / W/ 5/$" GYPSUM SHEATHING - ; I - � � ^ � I I EACH FACE � II -� �'� I I� � z 3 „ , „ ! � I � � i ��Q�Q� I � �Q�Q� � � � SCALE: /4 = 1 -0 � � � I I I I L � � � � I � � S6 � � „ � I � � (N) 9Y4 X�5/s��x16 GA. —� � I _ II _� � � STEEL JOISTS � 16" I �ALIGN ROOF PLANE , TYP. I I � � (925S162-54) III II II I � � � I �I _ _ T � I � � I � II I I I � � I � _ I II . �o _ I I � I ,� S I I —�—d E� ss � � iI Q�eF.� � I O � I I I ��� I � � `� I - - - - - - - W8x10 - - - - - � _I \� I I � �,y s � G' 2 - I � � �Ifi � , 5 „ l P�Q 9Y4"x1Y2"x20 GA. CONT. TRACK �I I� S6 _ J I 9Y4 x1 /$ x 16 GA. STEEL / �� � � � � � JOISTS Q 16" O.C. � I i i I ,.,=%'�/// I � � I � � � 5/$" NON-COMB. PLYWD. ,, % I I � SHEATHING -%' I I I I designed by KRM ,� ;-�� drawn by KRM ��� checked by TDH \ � � � ,,,� � � �' �� ? � 4 5 issued � � SIMPSON A44 W�(4)-#10 \ � � SCREWS TO RAFTER AND � ,�% � O � � �� � � � �� (4)-DRIVE PINS TO STEEL ��%' / � � � � DBL. JOIST AT PERMIT 03 f 08/13 BEAM ��� � � BACKSPAN OF , -�� 0 � ' LOOKOUTS ���% � � � � NORTH � ROOF FRAMING PLAN ;;- �% � �I � SCALE: 1 4" = 1 '-0" �,�% ' � O � � SIMPSON S/JCT � � BLKG. BTWN. RAFTERS HANGER, TYP. ,��� O � � � CQ? BRG TYP. PLAN NOTES � � � ` 1. ALL COLUMNS ARE LABELED AT THE TOP. � \ � ' � / \ 2. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20, NON-COMBUSTIBLE. ` W10x12 HEADER 3. (E) INDICATES EXISTING CONSTRUCTION: ( - - - --). (N) INDICATES NEW CONSTRUCTION: ( ) 4. EXISTING CONSTRUCTION IS SHOWN AS ACCURATELY AS POSSIBLE FROM THE ORIGINAL STRUCTURAL AND sheet CONT. 9Y4"x1Y2"x20 GA. ARCHITECTURAL DRAWINGS. REPORT ANY DISCREPANCIES DISCOVERED DURING CONSTRUCTION TO TRACK ENGINEER FOR RE-EVALUATION OF DESIGN OR DETAILING. VERIFY ALL DIMENSIONS WITH AS-BUILT CONDITIONS. e � SCALE: 3/4" = 1'-0" S6 JOB #1111 - 13 ��� N �p(3C� �t� � 1������� ���N:� � f � f 1�� ���N�� ��N�� ��� ���N�� � �N� ����� � f �� f �1�� � � � f�1� �ON�� f � f �1�� �^ �, �;��,�.,�s�;�;��-��;:s� � � r :��i8i �<,: � � I * �.{.�� j�?` 5 : SINGLE LINE DESCRIPTION DOUBLE LINE AFF ABOVE FINISHED �LOOR WINTER DESICzN TEMP�RATUR�S: INDOOR: 7m � DB 4�1 ^ `Q 11-� ; ������ � �� ���1� f ��� ��1��0� � -� : . �- 90° ELBOIU DOUlN ABV ABOVE �1 � � � � �►. `�' . OU7DOOR: -20 � DB � 4'-�*, �� ^��' � � �� OR �� �sAt� VAL VE � ` `.� � ' �-�; ~ � `���A�Et� �/� OR � GHECK YALYE OO 7HERMOSTAT BLIU BELOIU SUMM�R D�°vICxN T�MP�R4TURE5: INDOOR: N/A � � O � F��'"�''�� � G,4RBON DIOXIDE CG02) SENSOR GFM GUBIC FEE7 P�R MINUTE C�41R G2U�4NTITl') � � U �- -4 9m° ELBOUI UP � -�- OR �- BALL vALvE � NUMIpIStAt GO G�.�ANOUt OUtDOOR: N/A � ` �l OF�SET TO CHANC�� �LEVATION � BUTTE��1' V,4LVE � � � � � SD SMOK� D�T�CTOR GONG CONCRE7� �1.EVATION 815m FEET C At 3m° UJF-IEN POSSIBL�. , w � � � �' �,� OR �� PLUG V�4LVE • � c �; �, ARROIU SLOP�S DN. ) �� O SENSOR DN DOWN � � " � '` � GIRCUIT SE7T�R WIT1-E CsPM � � � � 1 i � � POfNt OF DISGONN�GtION EA �AGI-I `� � " ROUND RADIUS ELBOW � GzLOBE vALVE � � � � � � e POIN7 OF NEIU CONNECTION EC ELECTRIC,4L CONTRACtOR W � � � � ,,_, � OR �- S7RAINER CY-tYPE) UJITH BLOIU-DOUJN - � � E � O FLOOR DRAIN �Cs �TI-4Y�,�N� GLYGOL � � � � � 90° STRAIC�I-It TE� OR � TlUO-UJ,41' ,4UTOMATIC GONTROL VALV� �` � FLOOR SINK ETR �XIS71NCx TO REMAIN � � � � � � OR �� THREE-UJAY AUTOMATIG DI1/ERTINCs VALYE � 6y X i � �I �-40RfZONTAL GLE,4NOUT EXI-I EXI-IAUST � '� 90° GONIGAL T�� � pR �� SOL�NOID vALY� � �,�y� � � OR � VERTIGAL COR SLAS) GL�ANOUt FD FIR� DAMPER OR �LOOR DR/�,IN �, � 1JU � -�- OR �i PR�bSUR� RECsULAtOR lOR R�DUGINCs VALV�) �� �PC FIRE PROTEGTION CONTRAC70R '�""`f` � � � � 45° BRANG+-I �- tNERMOST,4tiG MfXINGz vALv� �� qC� � � � � ` � � � � � �� CsPM CxALLONS PER MINUTE IIUATER FLOW RAT�) � � � �, M THR�E-lU,4Y MODULATINCx MIXINCx vALvE I ��� � � ��� � � +. MOD MOTOR OP�RATED DAMP�R �'`'► � o r- � 45° CONIGAL T�� �P DIF�ER�NTIAL PRESSURE VAL1/� � � � f���� f �� � � ; OA lOR OSA) OUTSID� AIR � � � w S� OR S}~ PRESSURE RELIE� VALVE � �� SIZE OR SI-IAPE TRANSITION T PG PLUMBING GONtRAGtOR S�� DESGRIPTION � � � � � \/ MANU�4L �41R VENt � ~ '� � �. SIZE IINCI-IES) R4 COR R/A) RETURN AIR Mm.m M�CN GOV�R SI-I�ET r � � �v' AUtOMAtIC AIR �/�Nt 1•IOTE: FOR S7ANDARD i"IODUL� SIZE MI.(d SCI-I�DULES E SCI-IEMATICS -���� ROUND �L�XIBL� DUGt � R�CxIStERS, SIZ� CzIvEN IS N�CK SA COR S/A) SUPPLI' AIR PUMP SIZ�. REF�R TO A,IR D�viG� SGI�EDU�� M2.1 �IRSt LEYEL M�GHANICAL PLAN S. DMPR SMOKE DAMP�R � OR C`�-�- PRESSURE C�AUC�E WITI� CaAUC;E COCK SI-lEET �OR MODUL� SIZE. S1/ StUDOR VENT CSIZED B`r' CONTRACTOR) M22 SECOND LE1/EL MECHANICAL PLAN � � 90° �LBOLU DOUJN � � PRESSURE SENSOR "' = AiR QUANTITI' IGFM) t1'P TYPICAL M2.3 THIRD LEVEL M�GI-IANfG,4L PL�4N I�V � GA = GOMB. AIR '�` PRESSURE / ?EMPERAtURE TESt PORt OSA = OUTSID� AIR 12/6 D-25m �T = R�TURN TRANS TRANSITION M2.�4 �OUR7N L�vEL MEC+-IaNICAL PLAu � 9(d° �LBOIU UP � � T�MP�RATUR� S�NSOR EXI-1 = �XI-IAUST t�A TI-IROUJ AU1�4Y I�I MUA = MAKE-UP AIR Q DROP/ RISE DROP/ RIS� tNE�"IOMET�R W�LL UNLESS NOT�D OTI-4ERUJISE OF�SEt t0 CNANCx� ELEvAtION C,4t 30° UNO � LUHERE POSSIBLE). ARROW IN DIRECTfON � 0- THEI�"IOMETER TYP� OF AIR D�VIC�. OF AIi�FLOW. INDIGATE DROP OR RISE. � RE: SCHEDULE SHEET �R tRANSFER � B BtU METER I�LOUJ 4 tEMPERAtURE DIFFERENGE) � � ROUNp RADIUS ELBOW �_ FLOUJ MEtER a FS FLOU! SIUITCH GENERAL MECHA1vICAL SPECIFICATIONS o � R�GtANCxULAR ELBOW UJItN ,� tURNINCx vANES � AC�UASTAT General � �000� OR --��� FLEXIBL� PIP� CONNEC70R Pi in /� n VI SPLIT BRANGN TAIG�-OFF 1. Immediately notify the engineer of any discrepancies. J p uJftl� SQUARE ELBOW a ��� -� � I- PIPE UNION 16. Domestic Hot, Cold&Recirculation piping inside building- Type 'L' copper water tube, Q � SPL ITTER DAMPER 2. Do not scale drawings. Verify dimensions in field prior to commencement of work. wrought copper fittings and no lead solder. � G �� QUICK GONNECT CCxAS) OR NOSE BIB CUJATER) SPLIT BRANCI-I TAIG�-OFF � Q IUfTH RADIUS ELBOW a � OR � RADIANT OR SNOUIMELT MANIFOLD IUITI� ACCESS 3. Work shall be performed in a workmanlike manner to the satisfaction of the architect& 17. Waste&Vent piping- Standard weight, C.I. soil pipe, and�ttings, or hubless, C.I. soil Z � ePL ITTER DAMPER the engineer. pipe and fittings. Up through 2-1/2" may be standard weight, galvanized steel pipe with � 00 � PIPE UP OR PIPE UP E DOU1N black, C.L drainage fittings. � � � � BRANGH TAIG�-OFF WITH � OR � PIPE DOIUN 4. Labor, materials, and equipment shall conform to the latest applicable editions of local, .. RApIUS I-4��L AND DAMP�R � � y O State of Colorado, and National Codes and ordinances. If conflict between those 18. Heating Water piping- Type L copper water tube,wrought copper fittings, and no lead publications exists, the most stringent requirement shall apply. solder. r � N � B�N�� �,��-� ��t� � f � f 1�� ��� f��1�� � Ol�� o y AIR �XTR4GTOR 5. Provide record drawings to architect. Drawings shall include all addendum items, 19. Drain Pan piping - Type 'M' copper,wrought copper fittings, and no lead solder. W � N_ CIUS/R GHILL�D IUATER SUPPLl'/R�TU�I change orders, alterations, re-routings, etc. = Z LIN�D DUCTUJORK GS/R GOND�NSER WATER SUPPLI'/REtURN 20.Copper pipe Valves and Specialties: y � CUNLESS NOTED OTNERIUIS�) �� �4U15/R HEAtINCs lU,4tER SUPPLI�/R�TURN 6. The drawings show the intent of the mechanical systeins but do not show all details Z � HWS/RCNT) HEATINCx W�4T�R SUPPLI'/R�TU�1 NfCxN T�MP required. It is the responsibility of the contractors to install complete &operable Gate Valves: Bronze, Class 125, 200 lb. W.O.G. � � SQUARE N�GK GEILINC� DII�USER HWS/RCLT) HEAtINGs UJAtER SUPPLI'/RETU(�1 LOUJ t�MP systems, which conform to the manufacturers' installations instructions & industry Ball Valves: Bronze, Class 125, 200 lb. W.O.G. J � 4-WAl' DfR�GTIONAL T�4ROUJ � SMS/R SNOUJMELt SUPPLI'/REtURN standards. Checic Valves: Bronze, Class 125, 200 lb. W.O.G. J Z UNLESS INDICAt�D Otl-4ERWISE � Q � RS s RL REFRICxERANT SUGTION � REF. LIQUID Balancing Valves: 125 psig w.p. for 250F service tight shut-off, Illinois dual-purpose, Q O ROUND NEGK C�ILINCrt DI�FUSER �� ----------- DOMESTIG GO�p lU,4tER CDCW) 7. Systems shall be tested for proper operation. If tests show work is defective, contractor balancing/shut-off valve, Hoffman, Sarco, or equivalent. � 0 � 4-IUAI' DfR�CTION,4L THROIU � OI ------------- DOMEStIG NOt UJAt�R CDNUJ) shall make corrections necessary at no cost to owner. � Z UNLESS INDIGAT�D OTI-4ERlUISE �' ----------------- DOMESTIC HOT WATER REGIRC CDI�R OR DIUR) 21.Support pipe with rod and clevis or clamps. No pipe tape allowed. � Q T 180 DOMESTIG HOT IUATER AT TEMP SHOWN 8. Coordinate architectural structural electrical landscaping, fire protection and interior � V SIDEUTALL SUPPY GRILLE ' ' ' ' V � OR RECxISt�R WItN W lUAS7E CIN FLOOR) design drawings with mechanical drawings prior to installation. 22.Dielectric Unions -Furnish and install a dielectric union at all connections where � AIR EXTR4G70R - - - - -Y- - - - - V�NT CIN GEILINC�) non-ferrous material is in contact with ferrous material and fluid in not protected with m CzW CxR�AS� WAST� 9. Offset piping, ductwork, etc. as necessary to accommodate structure,beams, columns, corrosion inhibitors. � m SUPPLI' DUGT RISER m PW PR�SSURIZ�D WAStE and existing equipment. r IW INDIRECt U1AS7E 23.Install plumbing clean-outs as required by applicable codes. N BD BUILDINC� DRAIN 10. Refer to ComCheck report for additional mechanical requirements. j � � RETURN, �XHAUST OR � BS �UILDINCx SEWER 24.All penetrations of fire-rated assemblies shall be made with metallic pipe. Seal annular OUTSID� AIR DUCT RIS�R SD StORM DRAIN Remodel&Demolition space with fire sealant,by Hilti, 3M or approved equal fire stopping systems. � OD OV��LOUJ DRAIN CSTORM) ��� GEILINCs R�TURN AIR SOD SEDIM�NT k OIL DR41N 11. Visit site prior to bid and verify the conditions. Include m the bid, costs required to 25.Install shut-off isolation valves at all hydromc baseboards. Valves shall be accessible. CsRILL� OR R�CsISt�R ��� Cs NAtUR,4L C�AS make work meet existing conditions,whether indicated or not. MPC� MEDfUM PR�SSURE NATURAL C:AS 26.Install one 2-way zone valve at each hydronic baseboard zone. Valve shall be accessible LPC= PROPANE CsAS 12. In as much as design for remodel and/or rehabilitation requires that certain assumptions and shall have a minimum Cv rating of 3. - DOOR C�RILLE D DRAIN be made regarding existing conditions and because some of these assumptions cannot be CD CoNDENSATE DRAIN verified without destroying otherwise adequate or serviceable portions of the building. Ductwork � � FIR� SPRINKL�R The engineer cannot assure the owner ar the contractor that the professional consulting MANUA� BALANGINC� DAMP�R - GA COMPR�SSED �4iR services herein encompass all contingencies. Field coordination during construction is 27.Duct sizes shown on drawings are outside (sheet metal) duct dimensions. -CxSS/R- GzEOtHERMAL SOURGE SUPPLl'/REtURN imperative. Contractors bidding this work must make reasonable allowances for unseen ISSUED FOR: DATE: SIUS/R SOLAR WAT�R SUPPLY/R�TURN conditions. 28.All dryer and bath exhaust ducts shall be rigid round sheet metal ducts, 26 gauge or COORDINATION 0226.13 MOTORIZED DAMP�R - �E� EXISTINCa heavier. Flex duct shall only be used for the final connection to the fan(3 feet maximum CUCs) UNp�RC�ROUND 13. Field verify locations of all existing piping, equipment, ductwork, etc. length), for vibration isolation purposes. COORDINATION 0228.13 PERMIT 03.08.13 14. All new ductwark,piping, equipment, etc. is shown with dark lineweight. All existing 29.Seal all ductwork joints and vapor barrier penetrations at all exterior walls. SMOKE DAMPER - ductwork,piping, equipment, etc. is shown with light lineweight. 30.Provide backdraft dampers at any and all ductwork penetrations through exterior wall � � �� � Insulation (except outside air and combustion air ductwork). FfR� DAMPER - 15. Insulate all new HEATING WATER,DOMESTIC HOT WATER&DOMESTIC HOT 31.All ductwork or surfaces which are visible behind a grille,register, or diffuser shall be � � � ����� � �� � � ; WATER RECIRCULATION piping with Armacell AP/Armaflex flexible elastomeric painted flat black. GOMBfNATION �IRE AND SMOKE DAMPER - thermal insulation. Insulation shall have a thermal conductivity of 0.26 Btu in/(h ft2 F) ��g F�g or less and must have a UL 94 SV-A rating. Insulation thickness shall be as follows (in 32.Sheet metal and fittings to be pursuant to SMACNA and ASHRAE standards. pUGTINCx: IP PfNCx: compliance with the 2012 IECC,refer to footnote "a"). GEILINCs RADIATION DAMPER - OA - OUTSIDE AIR GH - GHILL�D/HE�4TINCz UJATER 33.Seal offall ducts during construction. O 2012MICHAELSUMANARCHITECT,LLC. T� - TOIL�T �XN,4UST DW - DOMESTIG WAT�R Pipe Service Insulation Thickness ALL RIGHTS RESERVED. C� - CsAS HWS/R 1 inch ontro s SCALE: N/A CsENERAL: SM - SNOUJMELT CsRA1/IT1' BAGKDRAFT DAMP�R - US - UTILITY SHAFT SD - STORM WATER CSD AND/OR OD) DHW 1 inch DRAWN: BJH u1v - UJASTE �4ND/OR v�NT DHR 1 inch 34.Mount all thermostats 5-0 above finished floor. 35.All thermostats shall have a temperature range suitable for the application and have PROJECT#.• 13014.00 S DUC7 MOUNTED SMOIGE DEtEGTOR O p� adjustable set points. The thermostats shall be able to display temperature setpoint and SHEET TITLE: MECH COVER SHEET � RIS�R NUMB�R room temperature. All thermostats shall be approved by the owner. \ / GEILINCx AGGESS PAN�L \ / 36.See Sequence of Operation for additional control information. � lUT1-I�IN E�sR B BAGKDRA T�DAMPERST � _ � SEQUENCE OF OPERATION ��� � .;�p.�aa �l��,�, ��1�1�f� ll�l� � f X�l��� �01�11�1��� f ON �����1��� �X��l��� ��1�� `^ �n ��:�•�'�-'��'�F�������� 1. EF-1 Bath Exhaust Fan � � r ;��/8/ .`jj} W � i . : t' � a. Fan shall be controlled by a separate line voltage on/offwall switch. �IXTURE A�REV1�4TfON NW CW IUASTE V�NT D�A N Sl'M. DESCRIPTION �AN MANUFACTURER REM,4RKS � � `Q � � ,��` �`� ' � �`� CFM SP a SL UJ/A/NP VOLT SONES � MODEL NO. � � �, � .�. + ��; . 2. BB-1 Hydronic Baseboard Heat � `����� '" �' , . r,� GL07HES LUASNER ROUC�N-IN GWRI 1/2" 1/2" 2" 1_I/2" _ � � � , '� �..;���,�`� � a. U on a call for heat from wall mounted ther�nostat, zone valve located inside ��TN �',gN�cJ01��C �,;, � p ( CN) EF-1 S� �.1" 15 UJ 115/1 �.4 C� � � � . baseboard enclosure on heating water supply pipe) shall open to flow finned tube DECK DRAfN DD -- -- __ __ 2" �XI-�,4l,�SY FV-�SVQ� � � � �— element. Valve shall close when call for heat is satisfied. REMARKS: � � � � �, �AV,4TOR1' �.AV 1/2" 1/2" I 1/2" 1 I/2" __ 1. INTEC�zRAL C�RAI�ITY BAGKDRAFT DAMP�R. � � � 2. UL 555C RA7�D CEILINCs RADIATION DAMPER CP�4N,4SONIC PG-RDf��G3). � \ � ,� ,. � � � � � � tuai s�owER rtue v2�� v2�� 2�� � in�� -- � � � � ° � � � Wfi,TER G�OSE7 Cl.m C�P�, ��USN TANK) WG -- 1/2" �" 2" � � � -- p� � �- � � o � � � � SIZES SHOWN ARE MINIMUM PIPE SIZES TO A SINCsLE FIXTURE. ����� I y� �� ��� ��� W +-` MINIMUM PIPE SIZE TO 2 OR MORE �IX7URES IS 3/4 . �� � � � +� � �7 � � � � �� Sl'M. DESCRIPTION GAPAGfTY MANUF. 8 MODEL REMARKS � (�➢ � � � � � E � � � ��\ �I /$�� _ POLISNEp 2"ro PIPE SIZ�, 6"x6" StR41NER, � � � (� �� � `e� ��� pD � DEGK D�AIN gRONZE SQU,4RE zU�N tOtAL ADJUS7ABLE RANGE IS 1 t0 2-19/32 �� CSTORM DR�41N) StRAIN�R ZB�1�-2NN-�S O '�` � � � � � � � �' Sl'M. USE LOC�4TION FINfSH AGC. i"IANU�. � MODEL REMARKS � � � o � � � � � SEE PLANS �OR pUGt SIZ� � '° �u� r�-i TR�4NS�ER u�,��L #2� _ _ TITUS ��1����� ����N�� ,� z � ° C�Rf LL� UJNITE 25 fizL � � � � N r � f^-1 U) r� NOtAtION DESIGcNATION ��������� ���� � ������ � �� C�4> >4B,4NDON - �XISTINC� TO B� ABANDON�D IN fi�LAG� fi� � S`r'M. AVC�. lU,4TER TEMP CzPM BTU/N PER L� �IN � 7UBE MANU�. � MODEL REMARKS (p) p�MO - �X I ST f NC� TO B� pEMOL I SNED �� �iNS P�R �t. NAYDON 18 ���� C�� EXISTINC� - �XISTfNCx TO REM�4fN Q (N) BB_� �S�°� � S�j� 3/�" GOPPER FRONT GOVER tUB� N I-OUTPUT 9�8-2 CR� RELOG,4TE - �XISTfNC� TO 8� RELOG,4T�D z O � NO T�4C� Oi� CN� NEUJ - NEUJ �NTI��L�r' a OC O � O v � o gS I F� � � �"� �SS iF� o �`� 4o System N0. F-E-1004 °o REFER TO �LOOR > o � � System No. F-E-5004 o c us F Rating — 1 Hr W PLANS �OR RISER � Q � � LOGATION. � c us F Rating - 1 Hr u, classified by T Rating —0 Hr D� Z � li UndenNriters Laboratories,Inc. � Classified by T Rating - 114 Hr to UL 1479 and CANIULC-5115 � J � 0 Underwriters Laboratories,Inc. � � to UL 1479 and CAN/ULGS115 � 4 �q FOURTN L�VEL � N O . . , . . a . . � . - . a . . a r � N 3 . � �• . �� ,� �A — — —� NEW BATHROOM � Q � CIURI AT UN I t 308 W W A �• . .: : . �i;� . �. _ — _ 4 � ''� � j. . ��'° — ,.� .., ,,��. A . . � . . . � . = Z � a . a . y ' C � 3 2 a. , ' . ' �: . . v. . . ' ' �: ' PROVIDE AGGESS 3/�" DCIU � � 3 ��• 2 ..::.:....: PAN�� IN GEI�INCx OF � � 3/4" DHW J � � � GLOSEt �OR ACG�SS � Z �B TO SHUT-OF� VAL1/ES I � 3/�" DNR J � � Q C t1'P. O� 2). � ; � � � q I ., . 2 , _ ., , _ .a _ _ _. _ : - �, $ _ , - . a __ , ., . � O TNIRD LEVEL 4 �a r ., a . ° . �� ooi � � . . . a � v v SECTION A-A 3 1 C I � I j y A �� NEUJ BAtNROOM � � ��� — GIURI AT UNIT 208 m 1.Floor-Ceiling Assembly—The 1 hr fire rated concrete and steel joist Floor-Ceiling assembly shall be constructed of the materials in the 3 I " � individual G500 Series Design in the UL Fire Resistance Directory,as summarized below: 1 C 1" DCUJ N 2 1�� pHW 3/4" DGUJ � y A.Concrete Floor—Normal weight or lightweight(100-150 pc�concrete over metal lath or steel deck as specified in the individual 3/�" DNR J G500 Series Design.Diam of floor opening to be 5-1/8 in. 3 � � 3/�" DNUJ SECTION A-A 3i��� DHR � B.Joists Steel—Joists or Structural Steel Members*as specified in the individual G500 Series Design. Un Q Q C.Gypsum Board*—Min 5/8 in.thick,screw-atfached to furring channels as specified in the individual G500 Series Design.Diam of �IREStOP PEN�tR4tIONS PER ceiling opening to be 1-1/2 in.largerthan OD of insulated pipe(Item 2 and 3). DE7AILS Ml.m/B IBARE PIP�) � 1 Ml.m/G IINSULA7ED PIP�� lTl'P). I 2.Through Penetrant—One metallic pipe or tube to be installed within the opening.Penetrant to be located approx midway befinreen joists 1. Floor-Ceiling Assembly—The 1 hr fire rated concrete and steel joist Floor-Ceiling assembly shall be constructed of the materials and in the . , e -- . . _— , .. - . --, . -- . � -- n__ a __— SECOND LE1�EL and rigidly supported on both sides of floor-ceiling assembly.The following types and sizes of inetallic tubes or pipes�nay be used: ° ° � � � � ' ' °. � manner described in the individual G500 Series Design in the UL Fire Resistance Directory,as summarized below: � � A.Concrete Floor—Normal weight or lightweight(100-150 pc�concrete over metal lath or steel deck as specified in the individual G500 Series I � � A.Copper Tube—Nom 2 in.diam(or smaller)Type L(or heavier)copper tube. Design. Diam of floor opening to be max 1 in larger than OD of through penetrant. `� I B.Copper Pipe—Nom 2 in.diam(or smaller)Regular(or heavier)copper pipe. B.Joists—Steel joists or Structural Steel Members*as specified in the individual G500 Series Design. , �� C.Steel Pipe—Nom 2 in.diam(or smaller)Schedule 10(or heavier)steel pipe. C. Gypsum board*—Min 5/8 in.thick,screw-attached to furring channels as specified in the individual G500 Series Design. Diam of ceiling �(EE 1�/2'DDNW ISSUED FOR: DATE: 3 Tube Insulation-Plastics+—Nom 3/4 in.thick acrylonitrile butadiene/polyvinyl chlor�de(AB/PVC)flexible foam furnished in the form of opening to be max 1 in. larger than OD of through penetrant. �—CE) 3/�" DNR tubing,The annular space befinreen the insulated through penetrant and the periphery of the opening shall be a min of 1/2 in.to a max 1 in. 2.Through Penetrant—One metallic pipes,conduit or tube to be installed either concentrically or eccentrically within the opening.Annualar space COORDINATION 0226.13 to be min 1/4 in.to max 3/4 in. Penetrant to be located approx midway between joists and rigidly supported on both sides of floor-ceiling assembly. COORD�NATION 0228.13 See Plastics+(QMFZ2)category in the Plastics Recognized Component Directory for names of manufacturers.Any Recognized The following types and sizes of inetallic pipes,conduits or tubes may be used: PERMIT 03.08.13 Component tube insulation material meeting the above specifications and having a UL 94 Flammability Classi�catior�of 94-5VA may be A.Steel Pipe—Nom 6 in.diam(or smaller)Schedule 40(or heavier)steel pipe. I I used. B. Iron Pipe—Nom 6 in.diam(or smaller)cast or ductile iron pipe. I C.Conduit—Nom 6 in.diam(or smaller)steel conduit or nom 4 in.diam(or smaller)steel electrical metallic tubing. 4.Fill,Void or Cavity Materials*-Sealant—Min 3/4 in.thickness of fill material applied within the annulus,flush with top surface of floor.Min D.Copper Tubing—Nom 4 in.(102 mm)diam(or smaller)Type L(or heavier)copper tubing. 5/8 in.thickness of fill material applied within the annulus,flush with bottom surface of gypsum board. E.Copper Pipe—Nom 4 in. (102 mm)diam(or smaller)Regular(or heavier)copper pipe. 3. Fill,Void or Cavity Materials*-Sealant—Min 1/2 in.thickness of fill material applied within the annulus,flush with top surface of floor. Min 5/8 in. HILTI CONSTRUCTION CHEMICALS,DIV OF thickness of fill material applied within the annulus,flush with bottom surface of gypsum board. HILTI INC—FS-ONE Sealant HILTI CONSTRUCTION CHEMIGALS, DIV OF I I *Bearing the UL Classification Mark HILTI INC—FS-ONE Sealant FIRS? LEVEL *Bearing the UL Classification Mark . .. . . ° . . . � . � . a . , ° . Reproduced by HILTI, Inc.Courtesy of O 2012 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. Underwriters Laboratories, Inc. SCALE: N/A December 02,2002 Reproduced by HILTI, Inc.Courtesy of Hilti Firestop Systems Underwriters Laboratories, Inc. DRAWN: BJH Hilti FireStOp Systems July 16,2008 PROJECT#.• 13014.00 I. ALL VALVES 8 APPURTENANGES SHEETTITLE: SCHEDULES&SCHEMAlICS f 1��1������ 1������ f � � f � f 1�� ���� 1�� ��� � f � � f � f l�� �01���� f � UJ���� � f � f 1�� ����1��� I � ARE NOT SHOWN. PROvIDE ,4S REQUIR�D �OR PROPER NO SC,�L� � NO SC�,LE � NO SCr4LE INSTALLATION AND MAINTENANGE. � ■ - i i ��� : Il? � r����P��r��C���` � C7�'�,*�,��i,i.f.��a�+5`�: � � �`���8� ��o'� � '<�. 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COORDINATION 0226.13 COORDINATION 0228.13 PERMIT 03.08.13 � I OALLZRIGHHS RES RVED.RCHITECT,LLC. 3/4" HWS 3/4" HWR SCALE: 1/4"=1'-0" DRAWN: BJH PROJECT#.• 13014.00 � � I � SHEET TITLE: MECHANICAL PLAN ���, FIRST LEVEL MECHANICAL PLAN M2.1 scA�E: 1/4" = 1'-0" ,� � � NOi�TN ��� N .,, p.f�4 (.j���• C>�'„........�,�; 4�'1 � �}�',''�*.�,�.fi��1,.a;C � � � � ; y �,aF� � � r ;��/8/ �►;�: � C�Y i : ��, �` : ^ 4 Sl ' .l�l : ! � � ��i � �` • CC r � � V'1 � � ►,���'• , .� �'. i � C,y - � � ��.��t�� � � � ��..,,ti V.�;,:.:�`� I c� � O � � � � � � � . � � � `� �. � X c �' � .� � � � � � � � � � � ` � � � � � � � � - ac ,� � � � � � � � � �. 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O� 2) DRAWN: BJH B�4S�BOARD MUST B� SPL f T PROJECT#.• 13014.00 INTO tUJO S�GtiONS DUE TO i i — � SHEET TITLE: MECHANICAL PLAN �OUJER WINDOUJ I-l�R� �� SECOND LEVEL MECHANICAL PLAN M2.2 sca�E: 1/4" = 1'-0" ,� � � NOi�TN ��� N ., . �;���7 �.lc � C�l ��� ° � 'R'��`�' .*'� � � � ��,qj��8�����`�s�=� � : . � C�Y I : �;�� ,>�j ' � : ' � -C :� ; t7� . � ^ 4_ � 1-lal � �- -� . C� � `• �. . � h� . � � r���. — � � ����t�� I p� � -� :k,��,.,- �~ a � � � � � � U � � � � � . � � � `� �. � X c �' � .� � � � � � � � � � � ` � � � � _ � � � � � � � � � � � � � � �. W � � E � � � � � � � X � , �. � r � � � '� � � �- �� � ' � � � � � � � ,� „�° �, � � � - o � � BED � � �' '� RD❑M `� � 0 � P � � � � UNIT 309 UNIT 310 � r � � �IVIN���M � � �IVING�R❑❑M � \�� \�� � / \ / \ / ��\ / � �\ �UP �UP � � - - - - �-� o . z WALL GAP WITH BAGKDRAFT D 1 N I N I� C2) 2�0/4 TC�-1 TRANS�ER C�RILL�S ( � ) � � Q DAMPER. MAINtAIN MINIMUM 3 �EEt P❑0 M fNStALL�D �4BOV� DOOR, 8.4CK 70 H��� �� � CLEAR t0 OPERABLE WfNDOWS. � 8,4GK �OR DRl'�R tR4NS�ER Al�l 0 q T H o o � Tl'P. O� ALL BATN � DRl'�R -' M O EXNAUSt tERMINfi,tIONS. � R J _ � � � C� /� / � n VI _I. o J e0 ,r� W'�D � o 0 � 0 f �"� DR`t'ER CWRI - � Q � KITCHEN Z � _ � C�) 3/4" NIUR C� n L 0 M M I�N GONNEGT NEW 1/ENT PIPE � DOM�STIC J 0 CN) GAP C�R R 1 D CI R UJAtER PfPINCx t0 EXIStINC� PLUMBINCs � � � � a�n�i� �uic,tir�� BA7NR��,�"r N Cp 3/4" NWR UP o � *� � N �� � G N CD) 3/4" HWS/R � � � W � � UJIYN BARE . 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O� 2) DRAWN: BJH B�4S�BOARD MUST B� SPL f T PROJECT#.• 13014.00 INTO tUJO S�GtiONS DUE TO i i — � SHEET TITLE: MECHANICAL PLAN �OUJER WINDOUJ I-►�R� ���, THIRD LEVEL MECHANICAL PLAN M2.3 sca�E: 1/4" = 1'-0" ,� � � NOi�TN ��� N .r-� �,a�0 CJ�+_� : � � �,�; �] �/�(5 ,��ase.s �} � ^ � V�y*'�yly� �i.�jr1°.1��1}+�. i i+ +" `, u,� �s �.�(���8� � �;t��� y � I • • � � � � � , S;�:F„� : �s: ; o- . � . 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J � m _ � � � � T �N / � � � / � / � � EW � Tr RR CE � � \ CN) " � � � � � — � � � � � oPEN T� \ � � BE�❑W � \ / \ ISSUED FOR: DATE: � �L�1T R�OF \ B E�❑W I I / \ COORDINATION 0226.13 I�� S ❑NE � I N I H \ COORDINATION 0228.13 � / PERMIT 03.08.13 � � � � � � I I � I I � � I I I I I � O2012 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. � I SCALE: 1/4"=1'-0" DRAWN: BJH � I I _ PROJECT#.• 13014.00 - - SHEET TITLE: MECHANICAL PLAN _ _ _. _ ���, FOURTH LEVEL MECHANICAL PLAN M2.4 sca�E: 1/4" = 1'-0" ,� � � NOi�TN Q�P�o ����! O ° y� z �� � . a O D U=3 N � �C/ — M " i � � _ _ �y�S ``�� � � � o � � r N � U . h•�• .� cr. � � � � � cn � I : C p � U 'r � � � �' � � �r� a � � � � � � � � � BED � �° � � ,� ._ UNIT 209 ROOM UNIT 210 � � � LIVING ROOM 0 LIVING ROOM � 0 � � � �- �� � O Z DINING � � p ROOM HALL � 0 0 BATH �- � �� �1 c �� � R�3QM BATH � � � ROOM p o � �, � � o � a "' . W > o c� a z � .. �' _ KITCHEN J O ; � � � M COMMON y o CORRIDOR � � PROPOSED SECOND LEVEL PLAN � � 210 o N W W � E2.2 sca�E: 1/4" = 1'-0° = Z \ _ V> > , � � `I - GENERAL ELECTRICAL NOTES : ��� � _ �� ���, , o � 1) ALL RECEPTACLES IN KITCHEN TO BE GFI PROTECTED. � J Z THIS INCLUDES RECEPTACLES IN ISLANDS. �� J � 2) ALL RECEPTACLES AT BATHROOM COUNTERS TO BE GFI PROTECTED. S A R ROOM KITCHEN I,� .' a Q O 3) ALL EXTERIOR RECEPTACLES TO BE GFI PROTECTED, AND HAVE 209 205 206 � Q WEATHERPROOF COVERS. � 4) SMOKE DETECTORS TO BE INTERCONNECTED PER IBC CODE ' ROOM rl' ( _' � O 5) MINIMUM 50%OF NEW LIGHTING TO BE HIGH EFFICIENCY PER 2012 IECC I �' 207 ` I � � V V b) All new 120Volt, single phase, 15A and 20A branch circuits supplying outlets in O � �- bedrooms, hallways, closets, living rooms, etc, shall be protected by a listed J arc-fault circuit interrupter. — m 7) All new 120Volt, single phase, 15A and 20A receptacles shall be listed F r = � NEW � F tamper-resistant. CLOSET 203 � � � \� �-- � � J � � � � _ � � I � I I � NEW � CENTER RECEPTACLES UNDER UNIT ZO7 � QBATHR00� \ LIVING ROOM ELECTRICAL KEY: 202 � ( GFI � - SCONCES-TYPICAL o � _ I � 1 — — 1 �� ` GFI Q � BED � � PENDANT LIGHT � SWITCH �\ � �I ` soicoo ROOM � C3� DIRECTIONAL LIGHT �KP KEY PAD SWITCH � \ II I_ 4 VAPOR Q CEILING MOUNTED LIGHT � MULTIPLE SWITCH PROOF � UNIT 208 ISSUEDFOR: DATE: � so LIVING ROOM -�- WALL MOUNTED LIGHT �� DIMMER SWITCH � � SCHEMATICDESIGN 12.20.11 \ I �\ Z�4 HOA PRESENTATION 1.26.12 I-� WALL MOUNTED SCONCE � DUPLEX RECEPTACLE � �� � PRELIMINARYPRICING 3.19.12 � RECESSED CEILING LIGHT � HALF SWITCHED DUPLEX RECEPTACLE / �J � � HOARESPONSE 4.9.12 GFI � / � RECESSED PINLIGHT � GROUND FAULT DUPLEX RECEPTACLE � —� / � �\ i TOVFINALREVIEW 9.10.12 L� RECESSED WALL LIGHT � QUAD RECEPTACLE I NEW \� S I TOVFINALRESPONSE 11.12.12 o UNDERCABINET LED STRIP LIGHT Ts THERMOSTAT I , ' BEDROOM CONFIRM HEIGHT OF DATA BUILDIN�PERMIT 3.11.13 I 201 � � RECEPTACLE WITH ARCHITECT OF FLUORESCENT LIGHT � SPECIAL DEVICE OUTLET \ � PRIOR TO INSTALLATION � i � 1 � ---- LED STRIP LIGHTING O DUPLEX FLOOR RECEPTACLE � � � SPECIALTY PENDANT �-❑� CATEGORY 5E CABLE \ ' � � � ` � � � � �� 2013 MICHAEL SUMAN ARCHITECT,LLC. �/ � � � ALL RIGHTS RESERVED. -a-a-�6 TRACK LIGHT I-�2c 2 CATEGORY 5E CABLES � � SCALE: 1/4"=1'-0" \ �vr DECORATIVE WALL MOUNT I-❑T� 2 RG6 COAXIAL � � � / DRAWN: MDS � I � / I STAKE MOUNTED LANDSCAPE LIGHT �❑S STRUCTURED CABLE (2 CAT 5E & 2 RGb COAX) � � \ � � PROJECT#: 901 � PIER MOUNTED LIGHT _ - - - - � i "_ SHEET TITLE: ELEC.PLAN I-� TELEPHONE OUTLET SMOKE DETECTOR � CAMERA SD �s SPEAKER � WALL MOUNTED EXHAUST FAN . �F BATHROOM EXHAUST FAN Q�P�o ����! O ° y� z �� � . a O D U=3 N � �C/ — M " i � � _ _ �y�S ``�� � � � o � � r N n � � � � � h'• � cr. � � � � � cn � I : C p � U 'r � � � �' � � �r� a � � � BED ROOM � � � � � � � � � UNIT 309 UNIT 310 � � � � LIVING ROOM LIVING ROOM � � 0 - - - � i , � � �;� �� � �� � � \ � _ � DINING � � �� `; � � G ROOM HALL � � 0 0 � �� �� ��' R�QM � O Il D.W. �' � � � — — — — all � � > W o GFI � _ V Q � Z � � �ARBAGE KITCHEN � � ISPOSAL 0 COMMON � � M CORRIDOR � � �F� u H O r � N � PROPOSED SECOND LEVEL PLAN � MICRO. GFI REF. W � E2.3 sca�E: 1/4" = 1'-0° � � � W = Z ��� � - y � ( ��' � ��%� Z � GENERAL ELECTRICAL NOTES : _ ������.. �� ° _ �, , o � 1) ALL RECEPTACLES IN KITCHEN TO BE GFI PROTECTED. �� � J Z THIS INCLUDES RECEPTACLES IN ISLANDS. BATH J � 2) ALL RECEPTACLES AT BATHROOM COUNTERS TO BE GFI PROTECTED. S A R ROOM KITCHEN ROOM � � ' a � � � 3) A L L E X T E R I O R R E C E P T A C L E S T O B E G F I P R O T E C T E D, A N D H A V E 3 0 7 3 0 8 � � WEATHERPROOF COVERS. 310 306 4) SMOKE DETECTORS TO BE INTERCONNECTED PER IBC CODE N O 5) MINIMUM 50%OF NEW LIGHTING TO BE HIGH EFFICIENCY PER 2012 IECC I � � I � � � � b) All new 120Volt, single phase, 15A and 20A branch circuits supplying outlets in I I O � bedrooms, hallways, closets, living rooms, etc, shall be protected by a listed J � — - - arc-fault circuit interrupter. _� " � .-- m � 7) All new 120Volt, single phase, 15A and 20A receptacles shall be listed ; / / % r tamper-resistant. _ ,i /� i � /�i ��� � NEW � — � � �li � I � CLOSET � � �� 304 �� � � . , , � � —__ � � GFI GF CENTER RECEPTACLES UNDER F � SCONCES-TYPICAL UNIT 307 B��rH� � � � � LIVING ROOM ELECTRICAL KEY: Q�;a�� R `� � ` � � � ° � �� � � Q I � ' BED � � � — � � I � so�coo� ROOM � PENDANT LIGHT � SWITCH � / � 309 � C3� DIRECTIONAL LIGHT �KP KEY PAD SWITCH / � CLOSET � � CEILING MOUNTED LIGHT �4 MULTIPLE SWITCH 302 � UNIT 3O8 I UED F R: DATE: p � I LIVING ROOM SCHEMATICDESIGN 12.20.11 WALL MOUNTED LIGHT DIMMER SWITCH � � {{p" � \ � \ / �Qp 305 I-� WALL MOUNTED SCONCE � DUPLEX RECEPTACLE �` / � � � � HOAPRESENTATION 1.26.12 PRELIMINARYPRICING 3.19.12 � RECESSED CEILING LIGHT � HALF SWITCHED DUPLEX RECEPTACLE / � \ � - - - � / I HOARESPONSE 4.9.12 GFI � � RECESSED PINLIGHT � GROUND FAULT DUPLEX RECEPTACLE � I TOVFINALREVIEW 9.10.12 FLAT SOFFIT I � — / ��'I � TOV FINAL RESPONSE 11.12.12 L� RECESSED WALL LIGHT � QUAD RECEPTACLE I VAULTED CEILING / s CONFIRM HEIGHT OF DATA BUILDIN�PERMIT 3.11.13 o UNDERCABINET LED STRIP LIGHT Ts THERMOSTAT I , ' / RECEPTACLE WITH ARCHITECT OF FLUORESCENT LIGHT � SPECIAL DEVICE OUTLET I NEW � PRIOR TO INSTALLATION � � BEDROOM / ---- LED STRIP LIGHTING O DUPLEX FLOOR RECEPTACLE \ 301 � - / � / SPECIALTY PENDANT �-❑� CATEGORY 5E CABLE ' i �� 2013 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. � / SCALE: 1/4"=1'-0" -�6 TRACK LIGHT I-�2c 2 CATEGORY 5E CABLES _ _ _ _ _ � � .�vr DECORATIVE WALL MOUNT I-❑T� 2 RG6 COAXIAL � � DRAWN: MDS � -� STAKE MOUNTED LANDSCAPE LIGHT �❑S STRUCTURED CABLE I (2 CAT 5E & 2 RGb COAX) : 901 � PIER MOUNTED LIGHT i "_ SHEET TITLE: ELEC.PLAN I-� TELEPHONE OUTLET SMOKE DETECTOR � CAMERA SD �s SPEAKER � WALL MOUNTED EXHAUST FAN . �F BATHROOM EXHAUST FAN Q�P�o ����! � ° yt� z �,�% [� . a � U U=3 N � �C/ — M � � � - - - - - - - - - - - - - - - - - - - �b�S L�G � � 1 I �� I I � � I I � 0 I I I � � n U � � G ;� I � I I I I I I I I I � � (1 � � � � I � I I I I , I I I c�n � I � � - - — � — - - � � � � .� � I � � �' _ a �� -� �. �] � � ��� a � _ i � �: � � � � � ��- � � � ° � � _ � � � � �� � � _ � � _= -� _ � / � � / i : � , � , � _� , / _ - ',, , � � �� � - � � ' � � �� i � O . . . _i � � �� �� � � �� �� � � � , _- . _ � � -- _ - o � °a — oc � o BATH� � I o BATH BATH , v ROC�/I - ROOM �OOM ., p� � 03 UNIT 310 � � LOFT � W � UNIT 309 S � BEDROOM Z a � " 402 ALL EXISTING RECEPTACLES IN J � ROOM TO REMAIN � � M Nn NEW TRACK TO - H O � r � � PROPOSED SECOND LEVEL PLAN � BEONEXISTING . N CIRCUIT �` a � E2.4 sca�E: 1/4" = 1'-0" � - W W Z .�' � I y � GENERAL ELECTRICAL NOTES : UNIT308 UNIT307 o � VAULTED CEILING LOFT LOFT � � 1) ALL RECEPTACLES IN KITCHEN TO BE GFI PROTECTED. EXTENSION OF EXISTING � UNIT 308 UNIT 307 � � Z THIS INCLUDES RECEPTACLES IN ISLANDS. I TFRR�(:F TFRR�rF J � 2) ALL RECEPTACLES AT BATHROOM COUNTERS TO BE GFI PROTECTED. `� `\ 1 � J a O 3) ALL EXTERIOR RECEPTACLES TO BE GFI PROTECTED, AND HAVE � > WEATHERPROOF COVERS. � � 4) SMOKE DETECTORS TO BE INTERCONNECTED PER IBC CODE N O 5) MINIMUM 50%OF NEW LIGHTING TO BE HIGH EFFICIENCY PER 2012 IECC \\���� � � b) All new 120Volt, single phase, 15A and 20A branch circuits supplying outlets in - O � bedrooms, hallways, closets, living rooms, etc, shall be protected by a listed J arc-fault circuit interrupter. i �_ - ! - _= m � _ � � � 7) All new 120Volt, single phase, 15A and 20A receptacles shall be listed �� I I r tamper-resistant. ��� _ I O J � � Z — -� � � �� - � � � � _ �� � � , � LINE OF ROOF ABOVE II \ Z� _- i Z � � NEV'J UNIT 309 I ELECTRICAL KEY: _ � TE=RR��cE i - - � ��� � � � -� � � PENDANT LIGHT � SWITCH � � + - C3� DIRECTIONAL LIGHT KP KEY PAD SWITCH - '- � I I - � CEILING MOUNTED LIGHT �4 MULTIPLE SWITCH � � I ISSUED FOR: DATE: � � ' I II SCHEMATIC DESIGN 12.20.11 -�- WALL MOUNTED LIGHT � DIMMER SWITCH = I I I-� WALL MOUNTED SCONCE � DUPLEX RECEPTACLE �� I HOAPRESENTATION 1.26.12 � I PRELIMINARYPRICING 3.19.12 � RECESSED CEILING LIGHT � HALF SWITCHED DUPLEX RECEPTACLE � I I i HOA RESPONSE 4.9.12 � RECESSED PINLIGHT �FI GROUND FAULT DUPLEX RECEPTACLE II \ TOV FINAL REVIEW 9.10.12 L� RECESSED WALL LIGHT � QUAD RECEPTACLE I I I I � TOV FINAL RESPONSE 11.12.12 o UNDERCABINET LED STRIP LIGHT Ts THERMOSTAT Z� � � I BUILDIN�PERMIT 3.11.13 OF FLUORESCENT LIGHT � SPECIAL DEVICE OUTLET _ � � � � ---- LED STRIP LIGHTING O DUPLEX FLOOR RECEPTACLE Z I I SPECIALTY PENDANT �-❑� CATEGORY 5E CABLE . �� 2013 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. -�6 TRACK LIGHT 2c 2 CATEGORY 5E CABLES � I � I SCALE: 1/4"=1'-0" .�vr DECORATIVE WALL MOUNT I-❑T� 2 RG6 COAXIAL � DRAWN: MDS -� STAKE MOUNTED LANDSCAPE LIGHT �❑S STRUCTURED CABLE I I (2 CAT 5E & 2 RGb COAX) � PROJECT#: 901 � PIER MOUNTED LIGHT _ _ _ _ _ _ _ _ _ _ _ _ _ _— _ _ _ _ _ _ SHEET TITLE: ELEC.PLAN I-� TELEPHONE OUTLET � SMOKE DETECTOR � CAMERA Op � � ! ! ! �s SPEAKER � WALL MOUNTED EXHAUST FAN . �F BATHROOM EXHAUST FAN