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HomeMy WebLinkAbout25 GERBERRevisions z D v -TOIL T EXH S R UTING T❑ILET AND DRYER 1 I EXHAUST R❑UTING I BEDROOM BATH \/ HALL .1P 4" I DV KITCHEN IMI 1/4' H&C LIVING 3/4" &CW TEES -SEE 1/4" CO F SCALT DRAWINGS FOR CONTIN ION ONE T FOR EACH FLOOR (T PICAL BATH BEDROOM HALL 4' z } 3 I LIVING F owlKITCHEN = r3EEXHAUST 3 3 PATIORA (TYPICAL) Rp GAS METERS �- (TYPICAL) PATIO LIVING as w I a_ 70ILET AND DRYER z EXHAUST ROUTING BEDROOM PI NG IN CEILING B PLUMBING CONTRACTOI LIVING P ATI O 4" SOIL LINE- i BEL❑W SLAB w a. GAS METE(TYPICAL) HALL v r/ I BEDROOM I TOILET AN \/ AT I EXHAUST R 'I TEL TERM\CAB FOR ENTIRE BUILDING E \� T ro 1 1/2' H&C KITCHEN 1 1/2' H&C BEDROOM 1 1/2' H&C I.E..=213.2 (BUILDING #1) rwt i GRADE CO 4" E' 6' ECTRICA OUT TO MAIN IN STREET 6LMETER U.G. ELEC. BANK TV, AND TEL. TOILET AND DRYER NOTE: EXHAUST ROUTING SEWER LEAVES HERE FOR BUILDING # 1 METER MODULE 120/240/iPH, 800A BUS, NEMA 3R 3C #3, W #8 GRND. W/ METER BYPASS NMC (TYP FOR ALL PANELBOARD FEEDERS O 0 O rnn O 0 0 O rir B❑X 0 � TYPICAL APARTMENT LOAD CENTER - SEE CIRCUITRY SCHEDULE YPICAL APT BREAKER 1e (100A 2P) W/ BYPASS F-GROUND PER N.E.C. NOTE: THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL WORK WITH THE POWER CO. AND THE INSTALLATION UNDERGROUND FEEDER SHALL CONFORM TO ALL 3# 300 MCM, 4'C (281A) POWER CO. REQUIREMENTS LOAD CALCULATION 22KW/APT X 6 APTS = 132 KW CONNECTED LOAD NOTE: SEE NOTES ##19 &##20 0 132,000w X .45DF = 59,400W / 240 = 248 AMPS DRWG E-4 6 METER BANK DETAIL — 6 APARTMENT METERS NOT TO SCALE 3/4' H&CW TEES -SEE 1/4' SCALE DRAWINGS FOR CONTINUATI❑N 3NE SET FOR EACH FLOOR (TYPICAL 3/4' H&CW TEES -SEE 1/4" SCALE DRAWINGS FOR C❑NTINUATION ONE SET FOR EACH FLOOR (TYPICAL I� -= M,►WN �7:uia�it:�r.��r,�n�m • . � vA ��wu�,mrm 'BEDROOM NOTES 1, REFER TO THE 1/4' SCALE PLANS FOR ALL BRANCH SANITARY AND WATER PIPING. 2, REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL APARTMENT TYPES, 3, VERIFY ALL SANITARY INVERT ELEVATIONS IN THE FIELD, 4. ALL SOIL PIPING BELOW SLAB TO SLOPE AT MIN, 1%, 5. ALL WATER PIPING IN MECHANICAL RM, SHALL BE COPPER, WITHIN THE BUILDINGS SHALL BE WIRSBRO PEX F.F.E. BUILDING ##1 = 218.0 F.F.E. BUILDING ##4 = 234.0 o JBATHn KITCHEN HALII CEIL FCO ROUTING FOR ❑❑D HALL EXHAUST DUCTWIRK LIVING LIVING BEDROOM (UNIT TYPE-2B) (UNIT TYPE-IC-HC) 3/4' H&CW TEES E 1/4" SCALE DRAWINGS F C❑NTINUATION ONE SET FOR EACH F OOR (TYPICAL KITCHEN LIVING TOILET AND DRYER EXHAUST ROUTING, 2" H&C BEDROOM 2' H & HALL BEDROOM TOI E AND DRYER EX UST ROUTING 1 1/4' H&C 1 1/2' H&CW, 3/4' HW OUT TO MAIN IN STREET (UNIT TYPE-2C) BUILDING #1 & #4 — LOWER LEVEL FLOOR PLAN SCALE: 1/8'=1'-0" HALL BATH HALL III LIVING -3/4' 1 1/2' H&C -IN CEpLING BEDROOM 1 BEDROOM I \ 1 I\ LIVING 3/4' H&CW TEES -SEE 4' SCALE DRAWINGS FOR C TI ONE SET FOR EACH FL❑ R C YP CAL — TOILET AND DR R = EXHAUST ROU ING LIVING I RANGE EXHAUST (TYPI >PATin (TYPICAL) 11 IF TOILET AND DRYER EXHAUST ROUTING PATIO LIVING KITCHEN Q 4' SOIL LINE cu BELOW SLAB w a_I- 3/4' 1 1/2' H C z 2" H&C BEDROOM A BEDROOM HWR CW OILET AND D ER EXHAUST R❑U NG SPRINKLER SERVICE OUT TO APARTMENTS ELECTRICAL 9 METER E " FD Am BANK IRE PROTECTI❑N WATER SERVICE FROM SITE MAIN GRADE CO o OMESTIC WATER SERVICE FROM SITE MAIN DOMESTIC WATER BOILER AND INDIRECT HW HEATERS ARE TO BE LOCATED IN THE UTILITY ROOM U.G. ELEC.&TV NOTE: SEWER LEAVES HERE FOR BUILDING # 4 GRADE CO (BUILDING #4)=228.75 Deveoper, THE METRO REALTY GROUP LTD 10 EXECUTIVE DRIVE FARMINGTON, CT 06032 ASSOCIATED ARCHITECTS P.C. 16 SPRING LANE- FARMINGTW, CT- 06032- (860) 677-28M This drawk�p Is tht property of the Architects has been Prepared specifically far the ONner for this project at this site, and Is not to be used for any other purpose, ioRd 31, ,C`* 04,��'' �aVa 9®'oo NVV� o.12567 � , v��j'' A `4E�tio'o Coruylr Cants, MECHANICAL AND ELECTRICAL ENGINEERS EA3 ENGINEERS 3004 SHELBY STREET SUITE 120 BRISTOL, TN, 37620 PHDND 423-217-0494 f Ak 423-217-0494 EA3ENGINEERS@ADL,CDM Hillcrest Adult Housing; 25 Gerber Road East South Windsor, Ct Assodated Architects Project NO, MECHANICAL & ELECTRICAL BUILDING #1 & #4 LOWER LEVEL Date OCT 3, 2008 state 1/80 = 1' Drawn HPE 1 D. CONTE Checked GGG Revisions d N I W a- I- H Z h (U W CL t- z D LD N I W W I— z E, METER MODULE 120/240/1PH, 800A BUS, NEMA 3R W/ METER BYPASS 2P350A MAIN CB- RANGE RANGE 00 00 HOC, �I UNDERGROUND FEEDER 3# 500 MCM, 4'C (344A) LOAD CALCULATI❑N 22KW/APT X 8 APTS = 176 KW CONNECTED LOAD 176,000w X ,43DF = 75,680W / 240 = 315 AMPS FTRE ALARM HF11RN AND STROBE T❑ILET AND DRYER T❑ILET AND DRYER CVIJAI ICT Dill ITTAIr- rVUAI ICT Ont ITTKIr: NOTE: THE ELECTRICAL CONTRACTOR SHALL C❑❑RDINATE ALL WORK WITH THE POWER CO. AND THE INSTALLATI❑N SHALL CONFORM TO ALL POWER CO, REQUIREMENTS NOTE: SEE NOTES #19 &#20 DRWG E-4 RANGE EXHAUST (TYPICAL) PICAL) 'ICAL) r. CU W 0- I- f-I z Y (U I W CL r H z 3C #3, W #8 GRND. NMC (TYP FOR ALL PANELB❑ARD FEEDERS TYPICAL APARTMENT LOAD CENTER - SEE CIRCUITRY SCHEDULE YPICAL APT BREAKER OWNERS (100A 2P) // BYPASS R N.E.C. PANEL '❑P' OWNERS LOAD CENTER - SEE CIRCUITRY SCHEDULE DeVetope, I THE METRO REALTY GROUP LTD 10 EXECUTIVE DRIVE FARMINGTON, CT 06032 0 ASSOCIATED ARCHITECTS P.C. 16 SPRING LANE- FARMINGTON, CT- 06032- C660) 677-26 his drawing Is the property of Ww Arch ttct) has boon repartd specft4y for the Owner for this project at his site, and Is not to be used for any other purpose, a No-12567 NAL'��; CCVWAldnts, MECHANICAL AND ELECTRICAL ENGINEERS EA3 ENGINEERS 3004 SHELBY STREET SUITE 120 BRIST❑L, TN, 37620 PH❑NEI 423-217-0494 f AXI 423-217-0494 EA3ENGINEERS@A❑LIC❑M Hillcrest Adult Housing 25 Gerber Road East South Windsor, Ct THEEELECTRICAL CONTRACTOR MECHANICAL & ELECTRICAL (UNIT TYPE-2H) <UNIT TYPE-2I) SHAALLLWORK ❑ WITHTHEPOWER BUILDING #1,#2 #3 & #4 RM,4C380A) SHALL CONFORM TO ALL ❑D'EDSC:❑N 34 500CMUPPER LEVEL POWER CO. REQUIREMENTS LOAD CALCULATI❑N 22KW/APT X 8 APTS = 176 KW CONNECTED LOAD 176,000w X .43DF = 75,680W / 240 = 315 AMPS NOTE: SEE NOTES #19 &#20 0 DRWG E-4 Date OCT 3, 2008 8 METER BANK DETAIL — 8 APARTMENT METERS NOT TO SCALE BUILDING #1, #2 , #3 & #4 — UPPER LEVEL FLOOR PLAN SCALE: 1/8"=1'-0" 9 METER BANK DETAIL - 8 METERS + OWNER'S METER i NOT TO SCALE scat 1/8` = 1' D. Ct]NTE 1HPE2 Checked GGG Revisions u w a z v 70IL T EXH S R DRY PATIO GAS METERS (TYPICAL LEI FCO T I BEDROOM BATH 1 HALL � .. MJI\.� LIVING I EXHAUST (TYPICAL) PATIO w -TOILET AND DRYER EXHAUST ROUTING PATIO KITCHEN 3/4'--A LIVING BEDROOM PI NG IN CEILING B PLUMBING CONTRACTOR CU i w a_ h GAS METERS t- (TYPICAL) Z � v � BEDROOM � F SPRINKLER SER CE OU \� TO APARTMENj, `� 3/4' DOMESTIC WATER BOILER AND INDIRECT HW HEATERS ARE TO LOCATED IN THE UTILITY--- BE3" FD ROOM rm NFHB FIRE PROTECTION WATER SERVICE FROM SITE MAIN--< DOMESTIC WATER SERVICE FROM SITE MAID TV 6".SEWER OUT TO MAP LIVING 4' SOIL LINE BELOW SLAB H ALL 3/4" H C IA TOILET AND DRYER EXHAUST ROUTING 1 1/4' H&C 1 1/2' H&C KITCHEN 1 1/2' H&C 1 1/2' H&C BEDROOM BALANCING VALVE E CONNECT AT TOILETS 4, ELECTRICAL 9 METER BANK GRADE CO 6 • 4' 8 �/ T V -- U.G. ELEC., TV, AND TEL. TOILET AND DRYER EXHAUST ROUTING NOTES 1. REFER TO THE 1/41 SCALE PLANS FOR ALL BRANCH SANITARY AND WATER PIPING, 2, REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL APARTMENT TYPES. 3. VERIFY ALL SANITARY INVERT ELEVATIONS IN THE FIELD, 4, ALL SOIL PIPING BELOW SLAB TO SLOPE AT MIN, 1%, 5. ALL WATER PIPING IN MECHANICAL RM. SHALL BE COPPER, WITHIN THE BUILDINGS SHALL BE WIRSBRO PEX 3/4' H&CW TEES -SEE 1/4' SCALE DRAWINGS FOR CONTINUATION INE SET FOR EACH FLOOR (TYPICAL F.F.E. BLDG, #2 = 220.0 F.F.E. BLDG. #3 = 226.0 3/4' H&CW TEES -SEE 1/4' SCALE DRAWINGS FOR CONTINUATION ONE SET FOR EACH FLOOR (TYPICAL HALL n / /BEDROOM KITCHEN BATH HAL CEIL n 1 FCO ��i'■I�, a 11W=M=7i L-2' H&C II / ROUTING FOR H OD EXHAUST DUCT RK LIVING LIVING BEDROOM (UNIT TYPE-2B) e INEN (UNIT TYPE -IC) 3/4' H&CW TEES E 1/4' SCALE DRAWINGS F CONTINUATION ONE SET FOR EACH L❑❑R (TYPICAL KITCHEN LIVING TOILET AND DRYER EXHAUST R❑UTING,- 9111 1 1/2" H&C BEDROOM 2" H& HALL (UNIT TYPE-2C) BUILDINGS #><2 & ##3 — LOWER LEVEL FLOOR PLAN SCALE: 1/8"=1'-0" TOI E AND DRYER EX UST ROUTING 1 1/4' H&C 1 1/2' H&CW, 3/4' H ALL KITCHEN 4' SOIL LINE BELOW SLAB BEDROOM ELECTRICAL 8 METER BANK GRADE CO E T V -� — ELECTRICAL 6 METER BANK TOILET AND DRYER EXHAUST ROUTING BATH HALL KITCHE 4' ( 1 BEDROOM LIVING 3/4' H&CW TEES -SEE 4' SCALE DRAWINGS FOR C TI ONE SET FOR EACH FL❑ (TYPICAL U _ w a h h z TOILET AND DRYER z HALL EXHAUST ROUT / w a_ �L3/4' 4' h K CHEN o� LIVING — RANGE EXHAUST (TYPI ) 0 (TYPICAL) LIVING P TIO —3/4' —1 1/2' Hg&C —IN CEILING + T AND DRY PATIO LIVING -3/4' 1 1/2` H C TOILET AND D YER \ EXHAUST ROUT BAT BEDROOM i E T U,G, TELL_ IU.G. ELEC., G. ELEC, TV & TEL TEL TERM CAB FOR ENTIRE BUILDING Q cu i w a_ h t- z v Devetopen THE METRO REALTY GROUP LTD 10 EXECUTIVE DRIVE FARMINGTON, CT 06032 O ASSOCIATED ARCHITECTS P.C. 16 SPRING LANE- FARMINGTON, CT- 06032- (8W) 677- BI This drawkV Is the property of the Archttecti has been prepared spectfkaUy for the Owner for this project at this site, artpt ;f„not to be used for other purpose, UZI �5' w ✓ 'ai (.� 1. � �� ®'i q , �,�PBttlit i93�� Consul ts, MECHANICAL AND ELECTRICAL ENGINEERS EA3 ENGINEERS 3004 SHELBY STREET SUITE 120 BRISTOL, TN, 37620 PHONEI 423-217-0494 f AXI 423-217-0494 EA3ENGINEERS@AOL,COM Hillcrest Adult Housing 25 Gerber Road East South Windsor, Ct MECHANICAL & ELECTRICAL BUILDING #2 & #3 LOWER LEVEL Date OCT 3, 2008 scale 1/8• = li Drawn HPE3 D, CONTE Checked GGG Revlslons LR, ONE BEDROOM "UNIT- 1E" UPPER LEVEL. 3' SS UP 12'- 0' W/BASE CO \ i,% �k 1 1/2' VS . 1/2' H&C DN. TO KS '7tt�r PROVIDE ROUGHING AND FINAL CONNECTION FOR = 3 DISHWASHER 1/2' H&C IN CEILI /2' H&C DN, TO WC & LA 1/2' BR. 1/2' H&C UP - TO KS 3/4 ' BALL VALVES IN WALL FOR APARTMENT SHUTOFF SEE DETAIL KS & DISP❑SAL l- — WATER PIPING I f BY HVAC C❑NTR TI SEE 1/8 SCALE ❑ t—1 — PLAN FOR LOCATION 1/2' K/D PROVIDE ROUGHI FINAL C❑NNECTII WASHING MACHIN i SEE DETAIL—i HaU 3.4' 2' 3' 1 1/2' DN. TO BELOW SLAB---- 2' VS U j 1 �-- 2' I ONE BEDROOM "UNIT- ■'ssssssssissi P a , �!!!i!"'�7. 1/2' UP TO KS 1C -HC ING LOWER LEVEL PLUMBING PLANS - ONE BEDROOM UNIT UNDER A ONE BEDROOM UNIT NOTES SOME UNITS ARE ON OPPOSITE HAND (MIRRORED) 1/2' W&V DN PROVIDE ROUGHING AND FINAL CONNECTION FOR WASHING MACHINE SEE DETAIL /2' H&C UP LOCATE WASHER VALVE HERE 1/2 H&C UP TO SHWR. AND WASHER TWO BEDROOM UNITS , 2E, 2G, 2J, 2K, 2M, 20, 2R ,2S, NOTE: SOME UNITS ARE ON OPPOSITE HAND (MIRRORED) ONE BEDROOM UNITS - 1B, 1D, 1G, 1H, 1M & HC PLUMBING PANS - ONE BEDROOM UNIT UNDER A TWO BEDROOM UNIT NOTE: SOME UNITS ARE ON OPPOSITE HAND (MIRRORED) PLUMBING SYMBOL LIST SnTl nR WASTE PIPING V VENT PIPING —CW — COLD WATER PIPING —HW— HOT WATER PIPING —HWR— HOT WATER RECIRC, PIPING BALL VALVE TV GATE VALVE CHECKVALVE —- BACKFL❑W PREVENTER — PRESSURE RELIEF VALVE `y BALANICING VALVE E• THERMOMETER --0- HOSE BIBB ©FD FLOOR DRAIN pad area DRAIN F1- DRAIN VALVE VTR VENT THRU ROOF 3( SPRINKLER HEAD wco wall cleanout fco Floor cleanout NOTE: ALL SYMBOLS MAY NOT APPEAR ON THE DRAWINGS IN LIEU OF WATER PIPING AS SHOWN THE CONTRACTOR SHALL USE THE WIRSBRO SYSTEM WITH H&C WATER MANIFOLDS AND INDIVIDUAL SUPPLIES TO EACH FIXTURE. SEE PIPING DIAGRAN. THE METRO REALTY GROUP LTD 10 EXECUTIVE DRIVE FARMINGTON, CT 06032 0 ASSOCIATED ARCHITECTS P.C. 16 SPRING LME- FARMINGTON, CT- 06038- (W) 677•-M This drawlnp Is the property oP the Archttoctl has been prepared spedfk:atty for the Owner for this project at this site, anc� .ls not to be used for other purpose, s. co No. 12567 /ij suAN 0 •<a�`a��v���it►faL°���0®coo MECHANICAL AND ELECTRICAL ENGINEERS EA3 ENGINEERS 3004 SHELBY STREET SUITE 120 BRISTOL, TN, 37620 PHOND 423-217-0494 f Ak 423-217-0494 EA3ENGINEERS@AOL,COM Hillcrest Adult Housing 25 Gerber Road East South Windsor, Ct Associated Architects Project W. 1/4 SCALE PLUMBING PLANS AND DETAILS Date OCT 3, 2W8 Scale 1/41 = 1' Drawn D. CONTE Checked GGG PLUMBING NOTES Revisions 1. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH THE IPC2003 AND THE CT2005 SUPPLEMENT AND THE LOCAL BUILDING AUTHORITIES, 2. ALL WATER MAINS ABOVE GRADE SHALL BE 50MM WIRSBRO PEX TUBIMG INSTALLED PER MFR, RECOMMENDATIONS ALL BRANCH PIPING WITHIN THE APARTMENTS SHALL BE PEX. TUBING WITH CRIMP FITTINGS, ACCEPTABLE MANUFACTURERES FOR BRANCH PIPING SHALL BE WATTS OR WIRSBRO 3, WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON, DWV COPPER OR SCHEDULE 40 PVC, WHERE PERMITTED BY CODE, NO HUB JOINTS ARE PERMITTED ON ALL CAST IRON PIPING. 4. INSULATE ALL HW PIPING IN MECHANICAL RM, WITH V ARMAFLEX INSULATION (R-4.8) . INSULATION SHALL RUN CONTINUOUS THROUGH JOISTS. ALL VALVES AND FITTINGS SHALL BE INSULATED 5. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AFTER THE DATE OF ACCEPTANCE BY THE OWNER. 6. CONTRACTOR TO PROVIDE PIPE HANGERS AND SUPPORTS. THEY SHALL BE OF SIMILAR MATERIAL TO THAT OF THE PIPING, DIELECTRIC INSULATED FITTINGS SHALL BE USED WHERE PIPE OF DISSIMILAR METALS ARE CONNECTED, 7. COORDINATE ALL WORK WITH OTHER TRADES, 8. CONTRACTOR TO INSURE HIS MEN AND WORK AS REQUIRED. 9. MINIMUM SANITARY PIPE PITCH = 1/8' PER FT, MINIMUM 2' C.I. 10. PLUMBING CONTRACTOR TO PRESSURE TEST EACH SYSTEM AS PER IPC2003 AND AS RECOMMENDED BY THE MANUFACTURER, 11. FURNISH AND INSTALL THE NEW DOMESTIC WATER FROM THE STREET (MAIN INTO THE BUILDING. EXTEND DOMESTIC TO ALL FIXTURES.COORDINATE ALL WORK WITH THE WATER DEPARTMENT. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO THEIR REQUIREMENTS, 12, VERIFY ALL SANITARY AND WATER INVERTS AND PLUMBING LOCATIONS IN THE FIELD PRIOR TO COMMENCING ROUGHING. 13. FURNISH AND INSTALL ALL PLUMBING FIXTURES AS SPECIFIED IN THE LIST FURNISHED BY THE OWNER, COMPLETE WITH FIXTURE STOPS, TRAPS, CLEANOUTS HANGERS AND SUPPORTS ALL FIXTURES SHALL CONFORM WITH INTERNATIONAL PLUMBING CODE REQUIREMENTS AND ANSI,ASME,ASSE, AS REQUIRED BY THE 1997 INTERNATIONAL PLUMBING CODE, 14. PLUMBING CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE CONDITIONS UNDER WHICH ALL WORK WILL BE DONE, INCLUDE ANY WORK AS REQUIRED TO ACCOMMODATE THE BUILDING ADDITIONS AND ALTERATIONS IN THE BID PRICE WHETHER SHOWN ON THE PLANS OR NOT, 15, FURNISH TO THE GENERAL CONTRACTOR FOR INSTALLATION ALL ACCESS PANELS FOR ALL VALVES, CLEANOUTS, WATER HAMMER ARRESTERS ETC. ALL ACCESS PANELS SHALL BE EQUAL TO MILCOR 12X12 WITH HINGED LOCKING DOOR FIRED RATED WHERE REQUIRED, 16, PROVIDE VALVE TAGS ON ALL VALVES DESIGNATING SERVICE AND APARTMENT SERVED. LABEL ALL PIPING WITH SETON LABELS AS TO SERVICE AND DIRECTION OF FLOW. 17. FURNISH A HARD BOUND MAINTENANCE MANUAL WITH COMPLETE PARTS LISTS FOR ALL EQUIPMENT INSTALLED AND A MAINTENANCE SCHEDULE. 18, ALL GAS PIPING TO HW BOILERS SHALL BE BY THE PLUMBING CONTRACTOR, 19, FIRE PROTECTION PIPING SHALL BE SIZED AS PER SPRINKLER CONTRACTORS HYDRAULIC CALCULATIONS AS PER CONNECTICUT BUILDING CODE AND CONNECTICUT FIRE SAFETY CODE REQUIREMENTS, SPRINKLER CONTRACTOR IS TO SIZE AND DESIGN THE ENTIRE SPRINKLER SYSTEM AS PER LOCAL JURISDICTIONS REQUIREMENTS, SPRINKLER CONTRACTOR TO VERIFY WITH AUTHORITY HAVING JURISDICTION FOR ENTIRE SPRINKLER SYSTEM INCLUDING FIREMEN'S SIAMESE CONNECTION AND COORDINATION WITH FIRE ALARM CONTRACATOR, ETC.. 20, CONTRACTORS INSTALLING FLEXIBLE GAS PIPING SHALL BE LICENCED TO INSTALL FLEXIBLE GAS TUBING AS SPECIFIED ON THE DRAWINGS, AS PER CONNECTICUT STATE BUILDING CODE AND CONNECTICUT FIRE CODE REQUIREMENTS. FLEXIBLE PIPING SHALL. BE APPROVED BY THIRD PARTY LISTED AS PER CONNECTICUT STATE BUILDING CODE, 21. ALL WATER HEATERS (GAS AND ELECTRIC), CONDENSING FURNACE IN THE CLUBHOUSE AND MAGIC PAK UNITS TO COMPLY WITH THE 1997 INTERNATIONAL PLUMBING CODE, 1996 INTERNATIONAL MECHANICAL CODE AND 2003 INTERNATIONAL ENERGY CONSERVATION CODE REQUIREMENTS. CONSERVATION CODE. 22. ALL PIPE HANGERS SHALL CONFORM TO TYPE OF PIPE HUNG AND CODE SPACING REQUIREMENTS ALL HANGERS SHALL BE INCLUDED IN THE BID. 23, ALL PLUMBING STANDARDS AS LISTED IN THE 1997 INTERNATIONAL PLUMBING CODE CHAPTER 14 REFERENCE STANDARDS SHALL BE APPLIED TO THE ENTIRE PLUMBING SYSTEM, 24, PLUMBING CONTRACTER TO INCLUDE ALL LOCAL WATER COMPANY AND SEWER COMPANY REQUIREMENTS AND FEES IN HIS/HER BID, BRANCH RUNNOUTS DOMESTIC WATER MAINS IN CEILING O� HOT AND COLD WATER APARTMENT SHUTOFF IN LOWER LEVEL APARTMENT CLOSET - EXPOSED ON WALL PIPING IN WALL ELBOW I <TYPICAL, LOWER LEVEL UNITS WATER PIPING IN SEE 1/8 SCALE FL PLAN FOR LOCATII 1/2 H&C UP 1/2" H&C 3" 3" MAIN VS U 2"W 'ION TWO BEDROOM UNITS - 2A, 2B & 2C NOTE: SOME UNITS ARE ON ❑PP❑SITE HAND (MIRR❑RED) HOT AND COLD WATER APARTMENT SHUTOFF IN UPPER LEVEL APARTMENT CLOSET - EXPOSED ON WALL BRANCH RUNNOUTS (INSULATION NOT SHOWN -BUT REQUIRED) — DOMESTIC WATER MAINS IN CEILING 1/2 PEX TO EACH FIXTURE- ❑N FIRST FLOOR- COLOR CODE RED(HOT), BLUE(COLD NOTE: ALL APARTMENT SHUTOFFS SHALL BE LOCATED HIGH ON THE WALL ABOVE SHELF WIRSBRO MANIFILD (TYPICAL) ELBOW OUT OF WALL (TYPICAL) PIPING IN WALL WIRSBRO MANIFILD (TYPICAL) UPPER LEVEL UNITS 1/2 PEX TO EACH FIXTURE- ❑N FIRST FLOOR- COLOR CODE RED(H❑T), BLUE(COLD APARTMENT SHUTOFF VALVE AND MANIFOLD DETAIL NOT TO SCALE LOCATE 2' � 1/c MAIN VS - 4' V 2" WV TWO BEDROOM UNITS- 2H & 2I 1 1/2" KS VENT FROM 1ST FLOOR 1 1/2' W DN i C P❑.Ci AL SHER :ONNECTI❑N FOR E ROUGHING AND PLUMBING FIXTURE SCHEDULE LOCATION DESCRIPTION SHOWER - STANDARD APTS, LASCO #1603-STC WHITE SHOWER WITH REINFORCEMENT FOR GRAB BARS SYMMONS S-96-300-B30-L-VPRESSURE BALANCE MIXER - EXPANDABLE SHWR ROD W/FLANGES TUB/SHOWERS LASCO #2603-SM, WHITE HANDICAPPED ADAPTABLE TUB/SHOWERS WITH REINFORCEMENT HANDICAPPED ACCESSIBLE EXPANDABLEABRIGHTM CHROME W/FLANGESE BALANCE TUB SHOWER VALVE, SHOWER ROD LAVATORIES TOTO #LT401 WHITE OVAL SELF RIMMING VIT CHINA LAVATORY 20' x 17' WITH APARTMENTS SYMMONS SYMMETRIX #S-20-2LP FAUCET 4' CENTERSET W/POPUP DRAIN ALTERNATEi GERBER #40-524 CHROME SINGLE LEVER FAUCET W/POPUP WATER CLOSETS TOTO #CST733F WHITE , REVERSE TRAP FLUSHING 17' HIGH APARTMENTS WITH OLSONITE SOLID PLASTIC WHITE SEAT WITH COVER. KITCHEN SINK DAYTON #D12522 STAINLESS STEEL ONE YEAR WARRANTY, 25' x 22°, WITH SYMMONS SYMMETRIX #S-23-2 LP CHROME W/O SPRAY ALTERNATEi GERBER # 40-400 CHROME SINGLE LEVER FAUCET DIsposat BADGER V , 1/2 HP CONTINOUS FEED WATER CLOSETS TOTO MODEL WITH ELONGATED BOWL, WHITE WITH OLSONITE SOLID PLASTIC OPEN FRONT SEAT (CLUBHOUSE) LAVATORIES (CLUBHOUSE) TOTO WALL HUNG, WITH MODEL 12844, DELTA #511-WF HDCPT. FAUCET SERVICE SINK FIAT FSB2424, MOLDED FIBERGLASS WALL HUNG SINK WITH FAUCET AND VACUUM BREAKER HOT WATER HEATER (CLUBHOUSE) BRADFORD WHITE MODEL #M-11-40T6DS, 2- 4.5KW 240V IPH HEATING ELEMENTS , 40 GALLON ELECTRIC, 20 GPH RECOVERY AT 90 DEGF RISE, 16' RD. X 59' HIGH WASHING MACHINE FITTINGS SYMMONS #W-602, RECESSED BOX WITH SINGLE LEVER VALVE, ALTERNATE BID WASHER PANS WITH DRAINS (SECOND FLOOR ONLY) ALTERNATE BID BRAIDED METAL HOSES FOR ALL WASHERS. NOTEt ALL PLUMBING FIXTURES SHALL CONFORM TO THE INTERNATIONAL PLUMBING CODE REQUIREMENTS AND ANSI, ASME, ASSE, ETC, AS SPECIFIED IN THE 1997 INTERNATIONAL PLUMBING CODE, Devetopert THE METRO REALTY GROUP LTD 10 EXECUTIVE DRIVE FARMINGTON, CT 06032 0 ASSOCIATED ARCHITECTS P.C. 16 SPRING LANE- FARMINGTON, CT- 06032- (060) 677-BWI his drawkV Is the property of the Architectj has been Nnxred specifically for the Owner for this project at his site, and Is not to be used for any other purpose, Cormka Pints, MECHANICAL AND ELECTRICAL ENGINEERS EA3 ENGINEERS 3004 SHELBY STREET SUITE 120 BRISTOL, TN, 37620 PHOND 423-217-0494 f AXi 423-217-0494 EA3ENGINEERS@AOL,COM Hillcrest Adult Housing 25 Gerber Road East South Windsor, Ct Assoclated Architects Project N1 1/4 SCALE PLUMBING PLANS AND DETAILS Date OCT 3, 2008 Scate 1/4' = V Drawn D, CONTE Checked GGG Revisions 3" W. PLUMBING - F-IRST FLOOR PLAN UTILITY CO. BASEMENT PLUMBING - BASEMENT FLOOR PLAN 1 1144 G. UP TO METER Developed THE METRO REALTY GROUP LTD 1A CYCrIITTVC nOT\/C JV L r%"t +V f i v L JJf%l v L- 2INKLER ALARM VALVE FARMINGTON, CT 06032 ❑U T T ❑ DUILDIIVG SPRIIVKLERS FP SERVICE AND 1 112' D❑MESTIC WATER SERVICE SEE SITE PLAN r1n [Inn ASSOCIATED ARCHITECTS P.C. 16 SPRIK LANE- FARMINGTON, CT- 06032- (860) 677-28011 his drawing Is the property of the Architect; has been "Wed specificatty for the Owner for this project at his site, and Is not to be used for anv other ouroose, Pao.12537 10 MECHANICAL AND ELECTRICAL ENGINEERS EA3 ENGINEERS 3004 SHELBY STREET SUITE 120 BRISTOL, TN. 37620 PHOND 423-217-0494 fAXi 423-217-0494 EA3ENGINEERS@AGLfCGM Hillcrest Adult Housing 25 Gerber Road East South Windsor, Ct Associated Architects Project NO, 3/16 SCALE CLUBHOUSE PLUMBING PLANS AND DETAILS Date OCT 3, 2008 Scat& 3/16# = 1' Drawn D, CONTE Checked GGG Revisions 'Din"r\.i UT I AIR PURGER, AUTOMATIC AIR VENT AND EXPANSI❑N TANK HWS 1 1/2" p 1 1/2" PUMP #P-1 HOT WATER BOILER PUMP - TACO MODEL #113, 16 GPM @ 7' HD,, 1/8 HP, 120V, PUMP #P-2 HOT WATER RECIRCULATING PUMP - TACO MODEL #11❑B, 10GPM @ 7' HD,, 1/12 HP, 120V, ALL BRONZE HWR HW STORAGE TANK AND HEATER (BY HEATING CONTR) CW, HW & HWR OUT TO APARTMENTS SPRINKLER SERVICE OUT c F r 1 /P 1zr,61 F ni\Jr,c J I W J Ul"U" L 1 I t V -1 VUIY I( -I I UI\ UTILITY SHED - TYP FOR FOUR 4" HWR 2" ® HW 2" C W-- 2, BECK VALVE ISTATIC MIXING - WATTS #N170L-M1, SCHARGE AT 110 :S BELL & GOSSETT #PT-12 EXPANSION TANK DOMESTIC HOT WATER HEATING SYSTEM PIPING DIAGRAM- BUILDINGS #1 THRU #4 NOT TO SCALE_ TYPICAL FOR 4 BUILDINGS C WATER SERVICE ONTRACTOR SCALE: "3/8" -1/-0" C HW Al C W- CHECK VAL VE BELL & G❑SSETT #PT-12 EXPANSION TANK HW HEATER HWH PIPING DIAGRAM - CLUBHOUSE NOT TO SCALE Devetopem THE METRO REALTY GROUP LTD in F'xrr i iTTvr- naTvP* FARMINGTON, CT 06032 LLD ! F7 oll ASSOCIATED ARCH11"ECTS P.C. 16 SPRING LANE- FARMINGTON, CT- 06032- (860) 677-2801� This drawing Is the property of the Architect! has been prepared specifically for the Owner for this project at this site, and Is not to be used for any other purpose, C7 • '� �.gi ,? °ice•. �i a 4 �q•• No.12567 .•,V�� •• • �� V �iiPlrlt�its►:� MECHANICAL AND ELECTRICAL ENGINEERS EA3 ENGINEERS 3004 SHELBY STREET SUITE 120 BRISTOL, TN, 37620 PHONE, 423-217-0494 f AXI 423-217-0494 EA3ENGINEERSLAOL,COM Hillcrest Adult Housing 25 Gerber Road East South Windsor, Ct Associated Architects Pro.lect NO. PLUMBING DETAILS Date OCT 3, 2008 Scale 3/16# = 1' Drawn D. CONTE Checked GGG Revtslons HEATING AND AC UNI 11.6A @ 240V 1PH HEATING AND AC UNI IL6A @ 240V 1PH SWITCH_F❑R THE LIGHT AND THE FAN nNIi 7 RnT)PnnM "I INITT— 1 Q" "1 Vl_. LI_ 1J1\LJLJI I vi v L i .LI I SOME UNITS ARE ❑PP❑SITE HAND (MIRR❑RED) HEATING AND AC UNIT 11.6A @ 240V 1PH I s "" "" LANE ISt_IJKLJLII"1 VINi I — 1L) SOME UNITS ARE ❑PP❑SITE HAND CMIRR❑RED) LIGHTING FIXTURE SCHEDULE (INCLUDE ALL LAMPS) DESIGNATION LOCATION DESCRIPTION A Kitchen SEA GULL #6640-15 SWAG OFF WALL- LAMP (M) 100W (INCLUDE 12' CHAIN) B Kitchen AMERICAN FLUOR. CORP #RC417R8 , COMPLETE LAMP (4) 3F17-T8 C HALLWAYS SURFACE MOUNTED DECORATIVE FIXTURE SEA GULL #7505-02, 2-60 WATT A LAMPS, RIBBED GLASS D EXTERIOR WALL LIGHT SEA GULL 489062X-FROST COPPER CHIP, 1 GU24 LAMP 13W E CLOSET WALK IN/ LAUNDRY CLOSET SURFACE MOUNTED BROWNLEE 2050-11I213-WA-ESI F BATHROOM FANS BROAN t)679, 70 CFM, 10OW A LAMP FAN LIGHT PROGRAMMABLE TIMER #T1033 (IVORY) G BATHROOM WALL BRACKET BROWNLEE 5057-39-225 H CLOSETS BROWNLEE 2050-11-213-WA-ESI I COMMUNITY ROOM OFFICE NEW ENGLAND LIGHTING #PLM24340-AL18-EBO 3 LIGHT 18 CELL PARABOLIC, SURFACE 3 FO-32T8 LAMPS ELECTRONIC BALLAST J COMMUNITY ROOM LUMEX #FH-V6IC132HE,FT-65C TRIM, PL32W PU LAMP 'K' COMMUNITY ROOM PORCH RUUD MODEL #R7MO5, RT/18 TRIM, 6" RD. CAN, 50 W MH LAMP, DAMP L❑CATION 'L' BASEMENT COMMUNITY BUILDING SIMSY920-232B11-UNV W/ 2 F32 T-8 LAMPS. WRAPAROUND 'M' CLUBHOUSE- BATH VANITY LIGHTS BROWNLEE 5057-27-213-ESI EMERGENCY LIGHT LIGHT GUARD #LIGFL-2 , 2HEAD 6 VOLT, W/BATTERY BACKUP EXIT LIGHT LIGHT GUARD #LIGXRB, EXIT SIGN W/ BATTERY BACKUP, RED LED Site Light Pote Fixture Supplied by others MINI -HORN STROBE REQUIRED IN HDCPD. UNIT SHER/DRYER ACK UNIT ONE BEDROOM "UNIT— IC—HC & HC" SWITCH FOR THE LIGHT AND THE FAN PROVIDE A SEPARATE SWITCH FOR THE LIGHT AND THE FAN ❑NE BEDROOM "UNIT— IF " UP 80"AFF IN CABINET NOTE: IN ALL LOWER LEVEL UNITS THE ELECTRICAL CONTRACTOR SHALL PROVIDE 3 UNDER CABINET FIXTURES IN EACH KITCHEN, HARDWIRED WITH A WALL SWITCH. THE FIXTURE IS TO BE AMERICAN FLUORESCENT CORP #VTUI5RCO. 15W 18" T8 LAMP 'PUP lUVrPPn 'PV A T.rPV 1 11.0 IMU 1 ,LM V Lv"AIL" 1 1 GROUP LTD 10 EXECUTIVE DRIVE FARMINGTON, CT 06032 J�� a ASSOCIATED ARCHITECTS P.C. 16 SPRv4G LAZE- FARHDIUM, CT- 06M- CM 677-RM This drawlnp b tM property o1 the ArahFbectl has been pI epa► � spsdlloallY 1►or thf Dorm for *40 pro°jee at vw MWA wm is FIGS w w iiiea Tor " ogler p�wpvsr. 9v 2, � Cc `o No. 12567 : �LC/ � � 0 "`°''Ssa` ONA _40000 MECHANICAL AND ELECTRICAL ENGINEERS EA3 ENGINEERS 3004 SHELBY STREET SUITE 120 BRISTOL, TN. 37620 PHONES 423-217-0494 f Ak 423-217-0494 EA3ENGINEERS@AOL.COM Hillcrest Adult Housing; 25 Gerber Road East South Windsor, Ct ELECTRICAL PLANS 1/4 SCALE Date OCT 3, 2008 State 1/40 = 1' Drawn D. CONTE Chedatd GGG 1t PR❑VIDE A SEPARATE SWITCH FOR THE LIGHT AND THE FAN ONE BEDROOM ,6 � � u�� ri1�.��u UP 80"AFF IN CABINET "UNIT 1G, 1M SOME UNITS ARE OPPOSITE HAND (MIRR❑RED) TWO BEDROOM "UNIT- 2A, 2B" IN ALL LOWER LEVEL UNITS T CONTRACTOR SHALL PROVIDE 3 FIXTURES IN EACH KITCHEN, HF WALL SWITCH, THE FIXTURE IS [71 11-10E-<�f CHIT rnDD 4 \ / T I 11�Drm UP 80"AFF IN CABINET F11ITLET FOR MICR❑WAVE SOME UNITS ARE OPPOSITE HAND (MIRR❑RED) UV I L.L. Iun - Ill,\U W V UP 80"AFF IN CABINET ONE BEDROOM "UNIT 1H" SOME UNITS ARE ❑PP❑SITE HAND (MIRR❑RED) TWO BEDROOM "UNIT- 2C" PROVIDE A SEPARATE SWITCH FOR THE LIGHT AND THE FAN ELECTRIC WALL HEATER - UP 6" MARKEL MODEL #E400ST, 1500 WATT - 120V, BUILT IN TSTA--:TF-- a PANELB❑ARD SCHEDULE PANEL DESIGNATION: OP1 L❑CATI❑N: UTILITY ROOMS DESCRIPTI❑N; 120/240 1PH 3W 100A MLO, SURFACE MOUNTED 20 POLE TOTAL, TOTAL CONNECTED LOAD = 9KW CIR SERVICE BREAKER LOAD KW WIRE SIZE 1 SITE LIGHTS 1P20A 1.5 2 #8 2 SITE LIGHTS 1P20A 1.5 2 #8 3 OUTLET 1P20A (GFI) 1.5 2 #12 4 BOILER 1P20A 1.0 2 #12 5 PUMPS 1P20A Lo 2 #12 6 BUILDING LIGHTS 1P20A 1.0 2 #12 7 HEATER 1P20 1.5 1 2 #12 8 FIRE ALARM PANEL IP20 S 1 2 #12 9 10 11 12 13 SYMBOLS: LD = LOCK DOG GFI = GROUND FAULT INTERUPTER ACD INTERLOCKED WITH THE B❑ILER ONE HIGH AND ONE LOW HW RECIRC, PUMP - 120V BOILER PUMP - 120V ❑Pi-5 QPl' ® SPRINKLER FLOW AND 'L' ® TAMPER SWITCH FIRE ALARM PANEL OP1-4 s� 1-7 GA �-� DHW STOR TANK BY PLUMBER BOILER BY HVAC CONTR. JJ 12OV CONTROL CIRCUIT 0P1-AND POWER VENTER TYPICAL UTILITY SHED ELECTRICAL PLAN NOTE: CIRCUITS 41 & #2 IN OWNERS PANEL ARE FOR SITE LIGHTING, iF NOT USED PROVIDE SPARE iP20A CB'S Developm THE METRO REALTY GROUP LTD 10 EXECUTIVE DRIVE FARMINGTON, CT 06032 0 ASSOCIATED ARCHITECTS P.C. 16 SPRING LANE- FARMINGTON, CT- 06038- MU) 677- M his drawing Is the property of the Architect) has been �^epae•ed spedfballr for the Owner for this projmt at GIs site, and Is not to be used for a other purpose, rdwnt of V No. 125637 G MECHANICAL AND ELECTRICAL ENGINEERS EA3 ENGINEERS 3004 SHELBY STREET SUITE 120 BRISTOL, TN. 37620 PHONEi 423-217-0494 f AXi 423-217-0494 EA3ENGINEERS@AOL,COM Hillcrest Adult Housing; 25 Gerber Road East South Windsor, Ct ELECTRICAL PLANS 1/4 SCALE Date OCT 3, 2008 Scale 1/4'=1' Drawn D. CONTE Checked GGG CIRCUITING NOTE: Revisions HEATING AND A( 11.6A @ 240V 1P HEATING AND AC 11.6A @ 240V 1P} UP 80'AFF IN CABINET r— OUTLET FOR MICROWAVE A. TWO BEDROOM 4 UNIT— 2F, 2K & 200 SOMt_ UN1 T S ARE Ut't °USI I E HAND CMIRRURED) PR❑VIDE A SEPARATE SWITCH FOR THE I TruT Amn TUC CAN1 UP 80'AFF IN CABINET 'TWO BEDROOM '7UNIT— ,2M, 2R, SOME UNITS ARE OPPOSITE HAND (MIRRURED) NOTE: IN ALL LOWER LEVEL UNITS THE ELECTRICAL CONTRACTOR SHALL PR❑VIDE 3 UNDER CABINET FIXTURES IN EACH KITCHEN, HARDWIRED WITH A WALL SWITCH, THE FIXTURE IS TO BE AMERICAN FLUORESCENT- CORP #VTUI5RC❑, 15W 18" T8 LAMP X; )K 7H NLLDLiHNij JClI—ILDULL PANEL DESIGNATION: APARTMENT LOAD CENTER LOCATION! HALLWAY DESCRIPTION; 120/240 1PH 3W 100A MLO, FLUSH MOUNTED 20 POLE TOTAL, TOTAL CONNECTED LOAD = 20 KW CIR SERVICE BREAKER LOAD KW WIRE SIZE 1 RANGE 2P50 12.0 3 #6 2 MAGIC PAK AC UNIT 2P25 1.0 2 #10 3 MICROWAVE 1P20A 1.6 2#12 4 SMALL. APPLIANCE CIR'S 1P20A 1.0 2 #12 5 SMALL. APPLIANCE CIR'S 1P20A 1.0 2 #12 6 DISHW'ASHER & DISP. IP20A 1.5 2 #12 7 REFRIGERATOR 1P20A 1.0 2 412 e BATH GFI IP20A 1.5 2 4+1 — c� DECK GFI 1P20A 1.0 2 #12 10 LIGHTS & SMOKE DET.'S 1P15A .75 2 #14 11 BEDROOM OUTLETS IP15A (AF) 1.5 2 #14 12 BEDROOM OUTLETS 1P15A (AF) 1,5 2 #14 13 OUTLETS 1P15A 1,5 2 #14 14 OUTLETS 1P15A 1.5 2 #14 15 WASHER 1P20A 1.0 2 #12 16 DRYER 2P30 4.0 3 #10 17 18 19 SYMBOLS: LD = LOCK DOG GFI = GROUND FAULT INTERUPTER AF = ARC FAULT BREAKER X VERIFY ELECTRICAL WITH MFR BEFORE WIRING )K)K L❑CATION BY OWNER TO CLUBH❑USE mnr. HORN & STROBES NOTES: 1, SYSTEM SHALL CONFORM TO NFPA 72 2. EXACT NUMBER AND SIZE OF WIRES IS PER THE SYSTEM MANUFACTURER. 3. SYSTEM SHALL BE APPROVED BY THE LOCAL FIRE DEPT. THE CIRCUITING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE N.E.C. THE CONTRACTOR IS RESPONSIBLE FOR LAYOUT OF ALL CIRCUITS. MAXIMUM OF 7 OUTLETS PER 20A CIRCUIT, MINIMUM CIR BREAKER ST7F Ts ?0A, CEE PANF1 RnARn rTPrIITTPY SrwrnaLE NOTES: 1• ALL OUTLETS SHALL BE MOUNTED 24' AFF UNLESS NOTED, NO OUTLETS ARE TO BE INSTALLED BELOW WINDOWS, SWITCHES TO BE 48'AFF EXCEPT BATHROOM FAN TIMER TO BE 60' AFF. 2. ALL SWITCHES AT THE ENTRANCE TO BATHROOMS AND BEDROOMS SHALL BE THE LUMINOUS TYPE 3, PROVIDE THE WIRING FOR BATHROOM CALL FOR AID SYSTEM IN COMMUNITY BUILDING PUBLIC TOILETS 4. PROVIDE 4 WIRE: PLUG FOR RANGE PER THE LATEST EDITION OF THE N.E,C, ELECTRICAL CONTRACTOR IS TO PROVIDE MATCHING RANGE CORD AND PLUG. 5. PROVIDE AN OUTLET NEAR THE FLOOR FOR THE DISHWASHER. PROVIDE A CORD AND PLUG S T I IBBUDL LIS I 10B LIGHTING FIXTURE - REFER TO FIXTURE l� SCHEDULE FOR TYPE - LETTER REFERENCES OWNERS FIXTURE LIST ® LOAD CENTER SINGLE POLE SWITCH $3 THREE WAY SWITCH Uo TELEVISION JACK QI DISCONNECT SWITCH V/ M❑TOp THERMOSTAT DUPLEX OUTLET DUPLEX OUTLET - TOP HALF SWITCHED GFI DUPLEX OUTLET ON GROUND FAULT BREAKER ® RANGE OUTLET Q W TELEPHONE OUTLET (WALL - UP 48"AFF) Q D TELEPHONE OUTLET (DESK - UP 18' AFF) SO SMOKE DETECTOR (CEILING) AC/DC SINGLE STATION occupancy sensor 0 DOOR BUZZER PUSHBUTTON © 120V/9V TRANSFORMER DOORBELL CHIME FIRE ALARM HORN/STROBE (❑N EXTERIOR) c FIRE ALARM MINI HORN/STROBE (HDCPD. UNITS) CLUBHOUSE TYPICAL FOR BUILDINGS #1 THROUGH #4 6 BES 120 V �. .� Rr❑ SALEEALARM C-RISER ..._DIAGRAM N❑ Devetopem THE METRO REALTY GROUP LTT) 10 EXECUTIVE DRIVE FARMINGTON, CT 06032 F m ASSOCIATED ARCHITECTS P.C. 16 SPRING LANE- PARNMON, CT- 06032- (960) 677-M his drarirp Is the property o4 the Architects has boon f R wwn SPOCRa.0my fair- w r ww -r for Rm project at :Ws stto, and Is not to be used for any other purpose, C) "',f\,''' o` �`,( (:7 • �7 .•,� ism` r• Pao.1-2557 MECHANICAL AND ELECTRICAL ENGINEERS EA3 ENGINEERS 3004 SHELBY STREET SUITE 120 BRISTOL, TN, 37620 PHONEI 423-217-0494 f Ak 423-217-0494 EA3ENGINEERS@AOL,COM Hillcrest Adult Housing 25 Gerber Road East South Windsor, Ct ELECTRICAL PLANS 1/4 SCALE Date OCT 3, 2W8 scate 1/4' = 1' Drawn D. CONTE Chocked GGG Revlslons ELECTRICAL SPECIFICATIONS 1. PROVIDE ALL COMPONENTS MATERIAL AND LABOR REQUIRED FOR A COMPLETE AND SATISSpF��A��CTbRY INSTALLATION. THE INSTALLATION SHALL MEET ALL REQUIREMENTS CODE AND ALL OTHERLF ERALC,.2STATE AND LOCAL CODES THAT MIGHT APPLY. ALL MATERIALS SHALL BE UL APPROVED. 2. INTERIOR CONCEALED WIRING SHALL BE RUN IN NON—METALLIC CABLE (ROMEX). 3. WIRING SHALL BE COPPER WITH 600 VOLT GAUGE INSULATION. TYPE THW, MINIMUM WIRE SIZE #12 AWG. ALUMINUM MAY BE USED FOR MAIN FEEDERS BUT MUST BE RESIZED TO EQUAL THE AMPACITIES OF COPPER WIRE SPECIFIED. ALL BRANCH CIRCUIT WIRING MUST BE COPPER. 4. SWITCHES AND OUTLETS SHALL BE COOPER OR EQUAL TYPE AS FOLLOWS: SINGLE POLE SWITCH — #1301-7V RECEPTACLES — #270V THREE WAY SWTCH — 1303-7V GROUND FAULT RECEPTACLES — #XGF15V ALL DEVICES AND PLATES SHALL BE IVORY PLASTIC OF GOOD QUALITY. 5. ALL ELECTRICAL WORK SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER THE DATE OF ACCEPTANCE OF THE OWNER. 6. FURNISH AND INSTALL NEW LIGHT FIXTURES WHERE SHOWN. FIXTURES SHALL BE SUITABLE FOR THE TYPE OF CEILING THEY ARE BEING INSTALLED IN, COMPLETE WITH ALL LAMPS. FIXTURES SHALL BE AS SELECTED BY THE OWNER. 7. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING AND BE AWARE OF ALL THE CONDITIONS UNDER WHICH THE WORK WILL BE DONE. ANY CONFLICTS BETWEEN THE DRAWINGS AND SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 8. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE UTILITY COMPANY, TELEPHONE COMPANY AND CABLE TELEVISION COMPANY. 9. PANELBOARDS SHALL BE AS MANUFACTURED BYITE OR EQUAL TYPE AND SIZES AS SHOWN ON THE DRAWINGS. PANELS SHALL BE PLUG IN BREAKER LOAD CENTERS. PROVIDE A NEAT TYPEWRITTEN INDEX. 10. ALL WIRING SHALL BE RUN CONCEALED. IF FOR ANY REASON WIRING MUST BE RUN EXPOSED, IT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION AND SHALL MEET WITH HIS APPROVAL ALL EXPOSED WIRING SHALL BE RUN IN WIREMOLD RACEWAY. 11. PROVIDE ALL TEMPERATURE CONTROLS WIRING AS SHOWN OR REQUIRED. HVAC CONTRACTOR TO FURNISH ALL WIRING DIAGRAMS. 12. FURNISH AND INSTALL DOOR BELL AND BUZZER SYSTEM FOR THE ONE BEDROOM 2ND. FLOOR UNITS. PROVIDE THE FOLLOWING COMPONENTS: CHIME: NUTONE LB-14 RECESSED WITH LOUVERED FACE, WHITE PUSHBUTTON: NUTONE PB-101, BRASS WITH WHITE BUTTON TRANSFORMER: NUTONE #515T, 10 VOLT 13. FURNISH AND INSTALL CABLE TV WIRING. EACH OUTLET WRED BACK SEPARATELY TO A JUNCTION BOX IN THE WALL PAK CLOSET AND THEN TO THE COMCAST BOX ON THE EXTERIOR. INCLUDE A RECESSED BOX WITH MALE COAX CONNECTOR AT EACH TERMINATION. 'A COAX CABLE STICKING OUT OF THE WALL IS NOT ACCEPTABLE.' 14. FURNISH AND INSTALL TELEPHONE WIRING COMPLETE BACK TO THE TERMINATION CABINET IN THE WALL PAK CLOSET AND THEN TO THE AT&T BOX ON THE BUILDING EXTERIOR. INCLUDE A RECESSED BOX AND FLUSH PLATE AT EACH OUTLET. THE WALL OUTLET PLATE SHALL HAVE PHONE HOOK FOR ATTACHING THE PHONE AND BE MOUNTED UP 60 AFF. THE DESK PHONE JACKS SHALL BE AT A HEIGHT TO MATCH RECEPTACLES. 15. APARTMENT SMOKE DETECTORS SHALL BE COMBINATION AC/DC INTERCONNECTED WITHIN THE APARTMENT. 16. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE EXACT NUMBER OF APARTMENTS IN THE BID. REFER TO THE ARCHITECTURAL SITE PLANS FOR THE TRANSFORMER LOCATIONS AND THE SITE LIGHTING LOCATIONS 17. PROVIDE AN EIGHT ZONE CLASS A SUPERVISED FIRE ALARM SYSTEM EQUAL TO SIMPLEX. SYSTEM SHALL MONITOR SPRINKLER FLOW ONLY AND SHALL BE COMPLETE WITH BATTERY BACKUP, TROUBLE INDICATION, TEST SWITCHES, CCHIP DIALER. WHEN FLOW IS SENSED IN ONE OF THE BUILDINGS, HORN AND STROBES WITHIN THAT BUILDING SHALL BE ENERGIZED AND THE FIRE DEPT NOTIFIED VIA CHIP DIALER. ANNUNCIATION SHALL BE AT THE FACP AND AT THE BUILDING EXTERIOR. ON A TROUBLE: INDICATION ANYWHERE IN THE SYSTEM THE FIRE DEPT WILL BE NOTIFIED. 18. PROVIDE A REDILY ACCESSIBLE DISCONNECT SWITCH FOR THE DISHWASHER AS PER THE N.E.C.CODE SECTION 422.31 (B). THE DISCONNECT SWITCH CAN BE A TOGGLE ABOVE THE COUNTER 19. THE GROUPED METER CENTERS SHALL BE NEMA 3R, SINGLE PHASE, 12 240 VOLTS RINGLESS, LEVER BYPASS, WITH TENANT MAINS AND MALIN CIRCUIT BREAKERS RATED FOR AT LEAST 42,000 AIC (OR SERIES RATED FOR 42,000 AIC) 20. SERVICE GROUNDING AT GROUPED METERING CENTERS SHALL CONSIST OF A CONTINOUOS (WITHOUT SPLICEGROUNDING ELECTRODE CONDUCTOR ROUTED TO THE DOMESTIC WATER SERVICE, THE SPRINKLER WATER SERVICE, AND THE GAS SERVICE. IN ADDITION, A #6 COPPER SHALL CONNECT TO 2 GROUNDING RODS AT LEAST 6 FEET APART branch feeders out 1-1-4— timeclock - paragon 24 HOUR timeclock with battery backup NOTES EXTERIOR POLE LIGHTS ON SITE SHALL BE CONTROLLED BY FIXTURE MOUNTED PHOTOCELL. ON DUSK TO DAWN LIGHTING CONTROL FOR CLUBHOUSE EXTERIOR LIGHTS NOT TO SCALE rll IT CT 17-I'10 KATr'0r"l\./A\/C TWO BEDROOM "UNIT- 2D" n11TI CT 17'f'10 AAT(-Or'l\./A\/r L1Ut1 I HIND I r1L t HIV TWO BEDROOM "UNIT- 26, 2I, 2J" R1 SOME UNITS ARE ❑PP❑SITE HAND (MIRR❑RED) NOTE: IN ALL LOWER LEVEL UNITS THE ELECTRICAL CONTRACTOR SHALL PROVIDE 3 UNDER CABINET FIXTURES IN EACH KITCHEN, HARDWIRED WITH A WALL SWITCH. THE FIXTURE IS TO BE AMERICAN FLUORESCENT CORP #VTU15RCO, 15W 18" T8 LAMP ATING AND AC UNIT 11.6A @ 240V 1PH HEATING AND AC UNIT 11.6A @ 240V 1PH Devetopam THE METRO REALTY GROUP LTD 10 EXECUTIVE DRIVE FARMINGTON, CT 06032 0 ASSOCIATED ARCHITECTS P.C. 16 SPRING LANE- FARNINGTON, CT- 06032- (8611) 677-2801 This drawft is the property of the Architect) has been Prepared specifkatty for the Owner for this pro,Ject at this site, and Is not to be used for any other purpose, ;A pia NO 12567 .4,� .saop.(�,. �f�'s cis moo° •\�`�v� ��'Z`/O i AL MECHANICAL AND ELECTRICAL ENGINEERS EA3 ENGINEERS 3004 SHELBY STREET SUITE 120 BRISTOL, TN, 37620 PHONEI 423-217-0494 f Ak 423-217-0494 EA3ENGINEERSLAOL.COM Hillcrest Adult Housing 25 Gerber Road East South Windsor, Ct Assoclated Architects Pro.lec't NO. ELECTRICAL PLANS 1/4 am Date OCT 3, 2008 Scale 1/4" = 1' Drawn D. CONTE Checked GGG SCALE DETAILS Revislons IS A RETURN AIR PLED NOTE: EQUIPMENT RM, VENT CAPS BY SIDING CONTRACTOR—\ HEATING & AC UNIT #1 CONDENSER AIR INTAKE & DISCHARGE GRILLE 24X16 'w'RG CAL (D❑OR) 600 CFI 8' RD. INSUL FLEXDUCT ONE BEDROOM "UNIT- IA" TYPICAL FOR ALL LOWER LEVEL UNITS [_200 CFM ® — i - inx4 rca IOX4 CSR � ! 200 CFM 1 11 f 8" RD. INSULATED � TYTYYnM--,j "AjAAAAAAflAA11111AAAAWjW �= j FLEXDUCT rrrrrrrrrrrry7"Y"T �- f 8' RD, INSULATED FLEXDUCT BR. K/D VENT CAPS BY IllL, SIDING CONTRACTOR i DUCT IN CEILING - 7' RD. DUCT RUN THRU WINDOW L__.______ IN CEILIN IN TRUSS EACH SIDE OF WALL rOC 12XG TRANSFER GRILLE 5" RD, INSULATED FLEXDUCT 12X8 R T ' SUPPLY DUCT LR, i IN CEILING FANLITE BY E.C. 12X12 WTG ABOVE �- DOOR FOR DRYER MAKEUP - EA SIDE VENT CAPS BY Ui / OF WALL SIDING CONTRACTOR O -- — IOX4 CSR r 200 CFM 4' RD. DUCT IN CEILING- 7' RD. INSUL FLEXDUCT 11 SX6 WSR 150 CFM HEATING & AC UNIT #2 — TWO BEDROOM 8' RD, INSULATED FLEXDUCT 20X12 TRANSFER GRILLE 16X8 EACH SIDE OF WALL 14X24 WRG (AB, DOOR) 850 CFM NOTE: EQUIPMENT RM. IS A RETURN AIR PLENUM CONDENSER AIR INTAKE & DISCHARGE GRILLE - 16X8 SUPPLY DUCT DOWN TO UNIT UNIT PLAN TYPICAL FOR ALL LOWER LEVEL UNITS 8' RD. !NSUL FLEXDUCT 8' RD. INSULAT FLEXDUCT VENT CAP BY SIDING CONTRACTOR- THIS LM ON UNITS '2K' & '2F'_,-. HEATING & AC UNIT #1 GRILLE INTAKE & DISCHARGE / CONDENSER AIR r[ 8" RD. INSULATED FLEXDUCT ❑IVE BEDR❑❑Ivi UI\4I 1 - Ir Yj TYPICAL FOR ALL UPPER LEVEL UNITS SIDING CONTRACTOR THIS L❑CATI❑N ON UNITS '2E' & '2L' TWO BEDROOM PLAN TYPICAL FOR ALL UPPER LEVEL UNITS MECHANICAL ROOM NOTES All Magic Pak thru the wall units shall follow all Manufacture instruction for installation of heating and cooling unit. Wall Sleeves, external louver to be sized exactly for unit size and installed as per manufacture instructions. The clearance to combustibles to be followed as per manufacture requirements. The venting is a integral part of this heating and cooling unit. The exhaust is by means of a blower and exhausted outside. No special provisions For supplying combustion air. Provide Gas connection as per International Plumbing Code requirements. Provide t-stat, supply and return ducts and air filters as per manufacture recommendation, Gas valve with regulator adjustment cap and gas control knob are to catibrated by qualified technicians, The mechanical contractor to drain magic pak with 3/4' condensate drain to exterior down to splash block provided by general contractor and as per local jurisdiction. Equipment room with heating and cooling unit to be provided with fire dampers in supply duct, return grilles, etc. All fire rated walls 1 hour and above to be provided with equal rated Fire dampers for duct penetration, Mechanical Contractor to include ALL FIRE DAMPERS all walls and ceilings that are fire rated 1 hour or greater. -5' RD. INSULATED FLEXDUCT l-- VENT CAPS BY SIDING CONTRACTOR FANLITE BY E,C. VENT CAPS BY SIDING CONTRACTOR 12X12 WTG ABOVE DOOR FOR DRYER MAKEUP - EA SIDE OF WALL FLEXDUCT 7' RD. INSULATED VENT CAPS BY SIDING CONTRACTOR THIS LOCATION ON UNITS '2K' & '2F' 3X6 WSR .50 CFM NOTE: EQUIPMENT RM. S A RETURN AIR PLENUM X24 WRG (AB. I❑R) 850 CFM iEATING & AC INIT #2 16X8 SUPPLY DUCT DOWN TO UNIT CONDENSER AIR INTAKE & DISCHARGE GRILLE R, HOOD, AND BATHROOM DUCTING NOTE: IRK SHALL S❑LID GALVANIZED IRON, FLEXIBLE IRK IS PROHIBITED, LENGTHS SHALL CONFORM lUFACTURERS RECOMMENDATIONS, GRILLE AND DIFFUSER SCHEDULE SYMBOL CATALOGUE NO, TYPE DESCRIPTION �A LIMA #90VML CEILING SUPPLY FLANGED, ALUMINUM, DOUBLE DEFLECTION, DIRT GASKET, FUSIBLE LINK FIRE DAMPER air guide CEILING OR BAR TYPE GRILLE WITH 38 O #ra WALL EXH. OR DEGREE FIXED DEFLECTION. RETURN FLANGED BORDER O AIR GUIDE CIELING DIFFUSER SURFACE MOUNTED, FLANGED 4-WAY, W/EVER OPERATED #AVP-S VOLUME DAMPER TRANSFER air guide WALL TRANSFER BAR TYPE DOOR GRILLE GRILLES DG2 V SHAPED FIXED DEFLECTION, BLADES - FLANGED BORDER LIGHTPROOF NOTE: I. ALL GRILLES AND REGISTERS SHALL BE FURNISHED IN WHITE BAKED ENAMEL. 2, all grilles, registers, and diffusers shall be as specified above or approved equal. THE METRO REALTY GRv V.L LTD 10 EXECUTIVE DRIVE FARMINGTON, CT 06032 a j u LM ASSOCIATED 1 V1%/'VTTTrf1T'14Vr"0_q Al,6U1i11 hU'1'ZJ P.C. 16 SPRING LANE- FARMINGTON, CT- 06032- (960) 677-M 'Ns drawhg Is the property of the Archltacti has bean prepared specifkatty for the Owner for this project at ,his stte, anal Is not to be used for other purpose, kchftct 44, .0 ' No 12567 ' 40: O •'•. < F /CENSS� ��*,'*; �4NAL MECHANICAL AND ELECTRICAL ENGINEERS EA3 ENGINEERS 3004 SHELBY STREET SUITE 120 BRISTOL, TN. 37620 PHONEI 423-217-0494 fAX1 423-217-0494 EA3ENGINEERS@AOL,COM Hillcrest Adult Housing 25 Gerber Road East South Windsor, Ct Associated ArcWtects Pro,*ct N& 1/4 SCALE HVAC PLANS Date OCT 3, 2008 State 1/4' = 1' Dram D. C13NTE Checked GGG 000 Revisions HEATING SPECIFICATIONS 1. ALL DETAILS OF THE HEATING INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE IMC2003 AND CT2005 SUPPLEMENT AND ALL THE REFERENCED STANDARDS THE FOLLOWING STANDARDS SHALL ALSO APPLY, A. ASHRAE B. NFPA C. SMACNA D. STATE AND LOCAL BUILDING CODES 2. PROVIDE A POWER VENTED TYPE GAS HOT WATER BOILER FOR NATURAL GAS, WITH ALL OPERATING AND SAFETY CONTROLS, VENT PIPE SEE SCHEDULE FOR SPEC 3. ALL GAS PIPING SHALL BE FLEXIBLE TRAC-PIPE WITH SCREWED FITTINGS, ALL FITTINGS SHALL BE MADE UP WITH PIPE JOINT COMPOUND, ALL WORK PER CNG SPECIFICATIONS AND NFPE 54 GAS CODE ALL GAS PIPING FROM THE HOUSE SID93F THE METER IS BY THE HVAC CONTRACTOR, INCLUDE ALL UTILITY CO, FEES IN THE BID, 4, ALL WATER PIPING IN MECHANICAL RM, SHALL BE TYPE L COPPER TUBING WITH WROUGHT FITTINGS. ALL FITTINGS SHALL BE MADE UP NO LEAD SOLDER. (SEE INSULATION SPEC. ITEM #9) ALL OTHER PIPING SHALL BE WIRSBRO PEX, INSTALLED PER MFR. RECOMMENDATIONS. 5. ALL DRAIN VALVES SHALL BE EQUAL TO WATTS #BD2C, ALL BRASS WITH NON - RISING SPINDLES, 6. ALL CHECK VALVES SHALL BE EQUAL TO WATTS SERIES CVS, SWEAT ENDS AND REPLACEABLE FILTERS, 7. BALL VALVES SHALL BE EQUAL TO WATTS SERIES WBVS, 8. BACKFLOW PREVENTORS SHALL BE EQUAL TO WATTS #9D. 9. INSULATE ALL HW & HWR PIPING IN MECH RM. WITH V ARMAFLEX INSULATION (R-4,8) INSULATION SHALL RUN CONTINUOUS THROUGH JOISTS, ALL VALVES AND FITTINGS SHALL BE INSULATED 10. ALL MATERIAL AND LABOR SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER THE DATE OF ACCEPTANCE BY THE OWNER, 11. TEST THE PIPING SYSTEM AT 125 PSI FOR A MINIMUM OF 2 HOURS BEFORE APPLYING THE PIPE COVERING. 12, ALL CONTROL AND POWER WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR, PROVIDE ALL DIAGRAMS AND FIELD SUPERVISION, 13. ALL DUCTWORK SHALL CONFORM TO SMACNA STANDARDS FOR GAUGES AND CONSTRUCTION DETAILS, ALL DUCTWORK SHALL BE GALVANIZED STEEL , 14. ALL DUCTWORK SHALL BE INSULATED WITH 2' FIBERGLASS DUCT WRAP? FIBERGLASS DUCT BOARD NEED NOT BE INSULATED, 15. PROVIDE THE OWNER WITH OPERATING AND MAINTENANCE INSTRUCTIONS FOR THE SYSTEMS PLUS MANUALS WITH ALL DATA ON THE MECHANICAL EQUIPMENT, 16. ALL FLEXIBLE DUCTWORK SHALL BE EQUAL TO WILLIAMSON G2500 SERIES SEAL FLEX, CLASS 1 WITH GREY POLYETHYLENE JACKET, INSULATED WITH FIBERGLASS INSULATION, 17, ALL CEILING DIFFUSERS, GRILLES AND REGISTERS SHALL BE AS MANUFACTURED BY AIR GUIDE OR EQUAL, 18. CONDENSING UNITS SHALL BE AS MANUFACTURED BY CARRIER, TRANE, YORK OR LENNOX, SEE THE EQUIPMENT LIST FOR SPECS, PROVIDE A FIVE YEAR COMPRESSOR GUARANTEE 19, THE CONTRACTOR SHALL INSTRUCT THE OWNER AS TO THE OPERATION AND MAINTENANCE OF ALL THE SYSTEMS, PROVIDE AN OPERATING AND MAINTENANCE MANUAL WITH ALL WARRANTY AND GUARANTEE INFORMATION FOR ALL THE EQUIPMENT ALONG WITH PARTS LISTS AND WHERE PARTS CAN BE OBTAINED, 20. ALL BATH FANS ARE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE DUCTWORK IS FURNISHED AND INSTALLED BY THE HVAC CONTRACTOR VENT CAPS ARE FURNISHED AND INSTALLED BY THE VINYL SIDING CONTRACTOR. 21. PROVIDE 1 1/2' COLD WATER CONNECTION VALVE, AND BACKFLOW PREVENTOR IN THE MECHANICAL ROOM AT BUILDING #1,#2 #3 & #4 FOR THE LAWN IRRIGATION SYSTEM CONTRACTOR, 22. THE PACKAGED AC UNITS SHALL BE A MAGIC PAK AS MANUFACTURED BY ARMSTRONG CO., AGA APPROVED GOR GAS FIRING, DIRECT VENT. ARI CERTIFIED COOLING FACTORY TESTED, COMPLETE WITH ARCHITECTURAL LOUVER, WALL SLEEVE AND ROOM THEWOSTAT GAS FIRED FURNACE LENNOX #G61MP-60C-110, TWO STAGE, VERTICAL, SEALED COMBUSTION, (COMMUNITY BUILDING) SPECIFICATIONS AS FOLLOWSi BTUH TNPIITi im.nnn BTUH OUTPUTS 104,000 2000 CFM @ .70' ESP A.F,U,E,i 94.1% ELECTRICAL DATAi 1HP, 120V DIMENSIONSi 40' HIGH X 21' WIDE X 29' DEEP FLUE SIZEi 3' PVC (3' PVC INTAKE) WEIGHTi 186 LBS. ACCESSORIESi VIBRATION ISOLATORS, FILTER, THERMOSTAT, DIRECT VENT TERMINATION KIT - WALL CLOSE COUPLE 3' BLOWER CONTROL MUST BE SET FOR TIME -OFF BLOWER DELAY DX COIL LENNOX VERTICAL CASED UNIT. MODEL CX34-62C-6F (COMMUNITY BUILDING) SPECIFICATIONS AS FOLLOWSi 5 TONS NOMINAL CAPACITY, 7/8' SUCTION, 3/8' LIQUID, INSULATED DRAIN PAN- (2)-3/41, FLANGES, WEIGHTi 77 LBS CONDENSING UNIT LENNOX MODEL XC16-060, EXPANSION DEVICE FACTORY TXV (COMMUNITY BUILDING) SPECIFICATIONS AS FOLLOWS 5 TONS NOMINALi SEER, 14.5 ELECTRICAL DATAi 33.9 mca @ 230v 1ph, Mocp 55a DIMENSIONSi 35551W X 39.5L X 391H, WT 323 LBS ACCESSORIESi 75' LINE SET, 1 1/8' SUCTION, 3/8' LIQUID HOT WATER BOILERS WEIL MCLAIN CGI-8 POWER VENTED GAS FIRED UTILITY ROOMS 245,000 BTUH INPUT NATURAL GAS 1/6 HP @ 120v PUMP 24' X 27' X 29' H , 360 LBS (EMPTYO 245 GPH &8100 DEGF RISE AL29-41C SS VENT KIT FOR SIDEWALL HOT WATER STORAGE TANK UTILITY ROOMS HOT WATER STORAGE TANK (ALTERNATE BID) UTILITY ROOMS EQUIPMENT LIST WEIL MCLAIN PLUS 119 120 GALLON STAINLESS STEEL TANK 73'x22' DIA, 450 LBS. (EMPTY), AMERICAN STANDARD #ST-120-AS 119 GALLON GLASS LINED STEEL TANK, 68'x28' DIA, 370 tbs,(EMPTY) CW, HW & HWR OUT TO APARTMENTS SPRINKLER SERVICE OUT — — JJ I.l 11_L I, U I 'IV rt li I. uIV �, 1 uR UTILITY SHED - TYP FOR FOUR SCALE: 1/4'=P-0" HEATING & AC MAGIC-PAK 38HWC184A THRU THE WALL HEATING AND UNIT #1 COOLING UNIT. SPECS AS FOLLOWS, GAS TNPUTi 38MBH MBH OUTPUT, 30 MBH EFFICIENCY AFUEj 80% AIRFLOW DATAt 600 CFM @ .3' ESP COOLING CAPACITYi 17.8 MBH SEERi 10.6 ELECTRICAL DATAi 8.3A @ 240V BREAKER SIZEi 20A DIMENSIONSi 27W X 29D X 43H WEIGHTi 350 LBS. HEATING & AC MAGIC-PAK 51HWC243 THRU THE WALL HEATING AND UNIT #2 COOLING UNIT. SPECS AS FOLLOWS, GAS INPUT, 38MBH MBH OUTPUTt 30 MBH EFFICIENCY AFUEi 80% AIRFLOW DATAi 800 CFM @ .3' ESP COOLING CAPACITY] 23.6 MBH SEERi 10.6 ELECTRICAL DATAt 11,6A @ 240V BREAKER SIZEi 25A DIMENSIONSi 27W X 29D X 43H WEIGHT, 360 LBS. NOTEi ALL EQUIPMENT SHALL BE AS SPECIFIED OR APPROVED EQUAL C WATER SERVICE ❑NTRACTOR hvac symbol list cd ceiling diffuser wrg wall return grille El ceiling diffuser Elceiling return Othermostat (up 54') flexible duct ductwork I duct size transition duct takeoff with damper supply duct riser return duct riser ceiling fan fd fire damper Vol volume damper —am- supply air flow ^V so exhaust or return air flow —{—+� door louver ---tx—�► door undercut VENT CAPS BY SIDING CONTRACT (ALTERNATE LOCE FANLITE B) 50 CF 6X4 C 5" RD. IN; FLEXDUCT ►mil DUCT —) WALL ;H EXTERIOR KE AND DISCH /ER HEATING AND AC UNIT DETAIL not to scale RETURN PLENUM NOTE: CONTRACTOR SHALL CHECK WITH LOCAL BUILDING INSPECTOR AS TO THE USE OF THE MECHANICAL ROOM AS A PLENUM. IF THE RETURN AIR NEEDS TO BE HARD DUCTED TO THE UNIT. SUBMIT A SEPARATE COST TO HARD DUCT ALL UNITS WHEN BIDDING. NOTE: EQUIPMENT RM. IS A RETURN AIR PLENUM CONDENSER AIR INTAKE & DISCHARGE HEATING & AC GRILLE I m— u TWO BEDR❑❑M "UNIT- 2G" TYPICAL FOR '2H' 2I' & '2J' Devetopere THE METRO REALTY GROUP LTD 10 EXECUTIVE DRIVE FARMINGTON, CT 06032 ASSOCIATED ARCHITECTS P.C. 16 SPRING LAPS- FARMINGMN, CT- 06032- (660) 677-28M his drawing Is the property of the Architect) has been repared specaicatty for the Owner for this project at his sft, and Is not to be used for any other ournose, a� °•• No. `12567 °: ��a •. e NAL -- MECHANICAL AND ELECTRICAL ENGINEERS EA3 ENGINEERS 3004 SHELBY STREET SUITE 120 BRISTOL, TN, 37620 PHONEI 423-217-0494 f AX, 423-217-0494 EA3ENGINEERS@AOL,COM Hillcrest Adult Housing 25 Gerber Road East South Windsor, Ct Assoclated Archltects Project NO. 1/4 SCALE HVAC` PI ANS AND -DETAILS Date OCT 3, 2008 Scale 1/4' = 1' Drawn D. CONTE Checked GGG Revisions FLUE BY H VERIFY 5 NUTONE #8663M F COMBINATON 100 C (TYP 2 TLT.) SOFFIT VENT (TYPICAL) -- e ... PAD BY HVAC CONTRACTOR 6" PVC CONDUIT FROM BASEMENT CONDENSING UNIT FOR REFRIGERANT LINE SETS. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 10X6 FSR Q756CFMR® 150 CFM V® FOR 3 PLA 1 (TYP am Mimi' am STAIR ' 13 FSR TERMINATE IN ■ ■ ��' 100 CFM EXERCISE COMPUTER 1 os 111 SERV, COORD ( < BASEMENT ■ OF - 12X6 WRG CARD ROOM RA 175 CFM 1 33 UP THRU ROOF F� 8X6 DN DUCT T �Bovq � J AC 1 Q UP THRU ROOF 16X12 WRG O RA 450 CFM 12X6 WRG RA 175 CFM 8X6 DN DUCT 12X8 DN DUCT ■ ■ ■ 4EN WOME ■ <,qe N LIGHT M 1 q� PASSAGEWAY IRE LACE FLUE BY HVAC 4'RD, 114 104 C ACTOR -VERIFY SIZE V 16Xi6 WRG KIT. RA 650 CFM 4'RD ® 1 q8 JAN. 109 10X12 DN DUCT 8X8 AO DUCT UP ■ ■ al ®8X4 FSR 00 42" GAS FIREPLACE ■ FIREPLACE 50 CFM 12X6 FSR (TYP FOR SOCIAL ® 200 CFM 2 PLACES) RANGE HOOD BY G.C. 102 7" RD. DUCT exe TO SOFIT VENT 0 3" PVC INTAKE AND FLUE Q�----� 16X 12 WRG UP FROM FURNACE ■ LIBRARY RA 450 CFM ■ 110 1 12X8 DN DUCT MOTORIZED DAMPER ON TIMECLOCK- ■ V C-01. 101 WIRED TO BE OPEN DURING THE OCCUPIED CYCLE ■ am mm) 10X5 FSR 10X6 FSR `--10X6 FSR ® 150 CFM ® 100 CFM O 175 CFM b (TYP FOR 3 P CES) (TYP FOR 2 P CES) ■ ■ ■ ■ ■ ■ ■ ■ ■ 10, ■ ■ ■ ■ ■ IN 1 ■ 101 HVAC PLAN - EIRST FLOOR PILAN ;ES) 15Q-CFM ® 7" RD. FLEXDUCT (TYP FOR 3 PLACES) F=__0 HVAC PLAN ® 100CFM` 6" RD FLEXDUCT t ■ w ® 8" RD FLEXDUCT - (TYP FOR 2 PLACES) - BASEMENT FLOOR PCLAN W El ^" 6 FSR - CFM RD FLEXDUCT FOR 3 PLACES) 12X6 FSR - 200 CFM 8" RD FLEXDUCT NOTEi THE HVAC CONTRACTOR HAS THE OPTION OF RUNNING THE SUPPLY AND RETURN DUCWORK IN THE ATTIC SPACE, THE FURNACE WILL REMAIN IN THE BASEMENT AND THE MAIN DUCTS WILL RISE IN THE CHASE, THE AIR MAY BE DISTRUBUTED THROUGH CEILING SUPPLY DIFFUSERS AND CEILING RETURN REGISTERS. INSULATED FLEX DUCT (MAX 10' IN LENGTH) CAN BE USED FOR BRANCH RUNNOUTS, SUBMIT A DUCT SHOP DRAWING FOR APPROVAL PRIOR TO INSTALLING Developers THE METRO REALTY GROUP LTD 10 EXECUTIVE DRIVE FARMINGTON, CT 06032 E 6 ASSOCIATED ARCHITECTS P.C. 16 SPRING LANE- FARMINGTON, CT- 06032- (860) 677-2801 This drawing Is the property of the Architects has been prepared specificalty for the Owner for this project at this site, and Is not to be used for any other purpose, MECHANICAL AND ELECTRICAL ENGINEERS EA3 ENGINEERS 3004 SHELBY STREET SUITE 120 R(?ICT�L� 11'41 37�20 PHOND 423-217-0494 f AXi 423-217-0494 EA3ENGINEERS@A0L,C0M Hillcrest Adult Housing 25 Gerber Road East South Windsor, Ct Associated Architects Project NO, 3%1 b SCALE HVAC-CLUBHOUSE PLANS AND DETAILS Date OCT 3, 2008 Scat* 3/16" = 1' Drawn D. CONTE Checked GGG Revisions PRELIMINARY — 12 OCT. 2007 ISSUED FOR CHFA REVIEW 10 MARCH 2O08 18 Sept. 2008 Issued for Permit METRO DESIGN ©1998 ALL RIGHTS RESERVED. (COPYRIGHT PENDING) COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR SPECIFIC STATUTORY DAMAGES, BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. STATE CODE AND REPRODUCTIONS ARE STRICTLY Developer. THE METRO REALTY GROUP LTD 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 16 SPRING LANE ° FARMINGTON. CT ° OeO32 86O 677-2801 This drawing is the property of the Architect; has been prepared specifically for the Owner for this project at this site, and is not to be used for any other purpose, ♦�46r\`jtitftt►``t'' fir+* w ED prig .��``• PLAN NORTH Consultants, Hill Crest ADULT HOUSING South Windsor, Connecticut Associated Architects Prolect NO. 07086 IITYPICAL BUILDING FOUNDATION PLAN Dote 12 OCT. 2007 Scale Drown i CCC I i Checked CRN ill STEP FOOTING (PROVIDE ATL PRICE FOR FULL HEIGHT WALL) Z2 5.3 43'-0° r v v v v say v IF,. I T.O. W I EL= 0 -0 00 I l T.O. SLAB I l CU qp �; Rio o e) EL= 0-0 2 —z (— 12'-0' ICl) �0 4 J N iu------ — a — — — — T.O. WAL I = T.O.T cQ aR On. I I �, . SLAB I* a, °tn 3 LJ EL.= 0 -0 I 2 ao 6 F_ do 1 in \/ I F_ 4 STEP FOOTING `0 I O 3 (PROVIDE ATL PRICE FOR FULL I s I I HEIGHT WALL) SOLID PVC 'T' ( 2 1 I - AND RISER I 5.3 4 e� 0 4" PERF. SCHD. I STEP FOOTING 6 I I o 40 PVC RADON I (PROVIDE ATL. °" 7¢l5.,3N GAS PIPING BELOVY I PRICE FOR FULL ,a wmr_wT WA I \ /`° CONC. SLAB. I I — �— — T.O. WAL is.F r- ,,T.O. SLAB ` ap ` ca I I E� L = 0' 0 I CO I I `� 3 2 1 o� iv 0 I .3 I I ( 3 N IIII ® O W. I L 2 ISF� ANnRR I j I ' 12�STtPFII UUING x=Q I a E ATL. 4 PRIG FOR FULL i 3 I N= N I .3 HEIGHT WALL) 00 EL � 0'-0' N 8' -- --� I ao�! M CU 6 Icu .3 � `e T _T--CF—ROB— —�— -- __ — — T— 7 F_ { SITE 7/A5.1 6 I FOR MORE INFO. { (SEr SITE PLAN { 3 I { FOR LOCATIONS { I I I I �.._ ON R Ili niNGq { 'I I I 4" PERF. IF.O. SLAB 40 PVC EL= -9 -6 1 / GAS PIPIN { CONC. S II FLOOR TRUSS #� FLOOR TRUSS TO 24' O.C. (ABOVE) I O 2� 4" O.C. • j 12'-4' I 13'-9' C) I1 FIFt00R TRUSS #2� I F IQ,24- O.C. (ABOVE) I 80 8' 8 8' 8' 8' I 6 6 '3 .3 12'-8To- 43'-2' 164`-8' 78'-B' 43'-0' 1 A-n• R'-no w-no Q.,-no I — \ I m I o "k IT l �l I ao 2 I 2 I l .3 � I ~ � v � l Cm I , 3 i 12'-0' STEP FOG NG o ir E (PROVIDE TLPRICE FO HElGHT ° I - - _ T.O. WALL — — — —�— -- I EL.= 0 -0 I 1 T.O. SLAB c° EL.= 0'- 0 I in I I 2 3 l � wi o� I 0 1, N o } I — — — 6 k - _ I I `D STEP FOOTING 4 6 (n (PROVIDE ATL. .3 0 jr c1 . OR FU HEIGHT PRICE FWALL) LL 5 e $ I f o 3 . �.�1._ 0 0 — -- T.O. WALL .. I— — � 6 ` 2 L 0 4% AND RISER S01 ID PVC 'Tf I J .3 .3 % STEP FOOTIN l " " I B' ih i+•� ci 4 PERF. SCHD. (PROVIDE ATL I '" $ 40 PVC RADO • PRICE FOR FULL I N GAS PIPING $ uclr�uT uuAI I \ I 1 CONC. SLAB. I I i _ _ I T.O. WALL r— — ^ cw I I ivL.= 0'-0] I .- 1 2 I T.O. SLAB j 3 l v 6 00 EL.= 0 -0 ( I in M 3 I II U o I $ ' .11 I I J ® O W 2 , I oin � 3 '12'- N 9,-, SOLID RiSFR ,Tf I S-I EP F Q III - 12,_0, i X s¢ (PROVIDE( 0 < PRICE FOPFULL I � 0- o o I HEIGHT WALL) � ¢ � + 6 04 v �.3 -- - 4 9• 1 B. � i •3 co 3 olil I iul ir0 �� v I 5. —I -+ q f-W 8N II ON I — —_.I r I .3 I ( 1 I I F 6 P-ISEEI�7/A5 1- I T.O. BUTRES I J .O. BUTRE I I FOR MORE INFO. EL.= -1 -2 = -1 -2 ( I I •3 { (SEE SITE PLAN { 8" THICK CONC I I S" THICK CONC i I { FOR LOCATIONS { I ! (1N RIM ntnlr_C) RAD N ( I BUTRESS WALL I I I I BUTRESS WALL SC D. SOLID PVC "T" T.O. SLAB SOLID PVC 'T' .0. SLAB I L�4B EEL AND RISER I I EL.= -9 —6 1 2 AND RISER I L.= -9 -6 1 2 I I FLOOR TRUSS ?t FLOOR TRUSS IL I � FLOOR TRUSS #jI FLOOR TRUSS #7,�� I I O 24" O.C. (ABOVE) I p 24" O.C. (ABOVE) I O 24" O.C. (ABOVE) ( O 24" O.C. (ABOVE) I 13'-91 I 12'-5° 13'-91 I 12'-4' e--r " X i 2"D I ! ( HAUNCHED SLA I I I I I! (TYPICAL) � j I — — FLOOR TRUSS # ( 6 " T.Q. WALL 7, 24 O.c. (ABovE) 18" .3 8 THICK CONC. EL.= -9 -S FROST WALL. (TYP.) 00 8' 8' 8' 8° 4" CONC. SLAB W/ °? 6X6 W 1.4XW 1.4 W.W.F. �= i 6 6 3 I ON 6 MIL POLY VAPOR J 3 BARRIER ON COMPACTED t _ w GRAVEL FILL. (TYPICAL) — _ ,- 53'-0' 12'-B' 43`-2' ti i a in ID N Revisions PRELIMINARY — 12 OCT. 2007 ISSUED FOR CHFA REVIEW 1 V IV1mmk_JH LVVS 18 Sept. 2008 Issued for Permit i METRO DESIGN QC 1998 ALL RIGHTS RESERVED. I (COPYRIGHT PENDING) COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR SPECIFIC STATUTORY DAMAGES, BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. STATE CODE AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. Developer. THE METRO REALTY GROUP LID 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 M ASSOCIATED ARCFRTECTS 18 SPRING LANE ' FARMINGTON. CT ' 06032 ' 880 677-2801 This drawing is the property of the Architect; has been prepared specifically for the Owner for this project at this site, and is not to be used for an other purpose, owner.location. or h +,pr, 1111r" 14. Jm Cv ram° w 1 `\\ w PLAN NORTH Consultants, Hill Crest i ADULT HOUSING South Windsor, Connecticut iAssociated Architect: Project No. 07086 I TYPICAL BUILDING FOUNDATION PLAN Date 12 OCT. 2007 Scale i Drawn a CC C � I� c;edced � { CRN I* �•� i I � ml :�0) 1 UI J I --W- 6 A5.3 I I II 43'-0" 2 8'-0" 18'-01, 7A5.3 L7 N W N J o> I T.O. WALL.,, DD N ci I T.O.D SLAB 1 o Ii EL.= 0'-0" 2 I Nw 12'-0" > �0 mm ( v all D 4 o A5.3 O � z II J N - - > T.O. WALL, EL.= 0 -0 � I V) m T.O. SLAB �, in 3c EL.= 0 -0 I It A5. o oN d, RL N (n > m 2 12' -0 A5.3 s .... I ? (34 M X o A5.3 ox o aI @ I 1 5 A5.3 w m SOLID PVC 'T' 2 CO Op �A:5 T.O. WArLI c0 � 2 CU A5. AND RISER I I A5.3 1 4" PERF. SCHD. co 40 PVC RADON GAS PIPING BEL - CONC. SLAB. - - T.O. WALL T.O. SLAB m c° 3 I ESL' _ 2 Co rn A5.3 ( I ( A5.3 Cd Rd - - 12'-8" - - L RL - I C.J. 2 2 ZNZ> A5.3 _ A5.3 > , C7 m SOLID PVC T I 12'-0" o" I N o SOLID PVC T o f M m g AND RISER ( J I 12 -0 0 m m AND RISER I 12'-0" x IX U_Q I 2 26-4v v o 6 mo- .-*) ci I I 6 A5.3 N= o N 4 CO CO w _ I N=� o N A5.3 RL - WAL coil 2 N T.O. WALL EL. 0 -0 A 3 A5.3 EL.= 0'-0" _ _ 8" 8" N P(o -- 7 1 1 ,� T.O. SLAB I a 4 F N �- w .. 8" m m m l EL.= 0'-0" I J oI A5.3 N m I T m 8" 1 8„ �ci ? i �ci I 4 I I 3 I( 4 I I I �� 6 ~ U N o p A5.3 A5.3 p J A5.3 o °' U o A5 O o N N w I RL L - [LRL C5 w- - RL RL N it o N �--®- -® ----L_ -- - - - -- --�-- �® --mow ---�° -� - VE- C R� o o-lT - - - - - - - - - - - o � 7 o 7 MECH�O Iry SEE 7/A5.1 i 6 I ( I I A5.3 ( Im A5.3 I 6 FOR MORE INFO. ( ( I I FOREMOREA5NF0. T.O, BUTRES I 1 t.0. BUTRESS, (SEE SITE PLAN I A5.3 I EL.= L.= -1 -2 I I A5.3 I (SEE SITE PLAN FOR LOCATIONS I I I I I FOR LOCATIONS L ON BUILDING) I 8 THICK CONC. 8 THICK CONC. I L ON BUILDINGSZ_I BUTRESS WALL I I I BUTRESS WALL 4" PERF. SC D. 40 PVC RADON SOLID PVC 'T' SOLID PVC 'T' LO= SL9B I EL= S 9B-6 1 2 I fl-.-;;��9'-6OSB 1 2 GAS PIPING EL AND RISER AND RISER I CONC. SLAB. I I FLOOR TRUSS #2 .I I FLOOR TRUSS # I I FLOOR TRUSS #2 I FLOOR TRUSS #1 I I FLOOR TRUSS #1 I FLOOR TRUSS #2 r@24" O.C. (ABOVE) 24" O.C. (ABO ) ® 24" O.C. (ABOVE) 24" O.C. (ABOVE) 6 24" O.C. (ABOVE) ® 24" O.C. (ABOVE) 12'-4" I 13'-9„ I I 13'-9" I 12'-5" I 13'-9" 12'-4" 24"W X 12"D HAUNCHED SLAB � I I I I I ,� I I I I (TYPICAL) i 43'-0" 8'-0" 8'-0" 9'-0" 4 F - J N J N Q� 3� a J ao Q 3 0 _ I i p 1 F- 6 O m v7 NCU JO Q 3 I O I -4 ~W ow I 3 w � o J L- A5.3 - J f - - wof - N o - I mLU N I a O V) I I 12'-0" o s N O O J - N C1J I > 1 T.O. SLAB `� m EL. = 0 -0 I 3 a 5.3 iu � I o~ I I I '� II WN R O OJ m D r j v I Cj I� 0 o o � J N U w - � o - m Ia m U o G r N 0 2 A5.3 12'-0" m I N a I I 4 A5.3 o 5 NU CID ao A5.3 0 0 - - 7 T.O. WALL EL.= 0 - � > SOLID PVC 'T' 6 4 m AND RISER I I 5 v A5.3 m D m CID cc O 40 PVC RADON iv 2 ( o N GAS PIPING BELOW A5.3 - L - CONC. SLAB. ( - I8" T.O. WALL ,^ N EL.= 0'-0' > r I N v ,�T.O. SLAB I I I 2 L. 0 -0 I 3 In A5.3 I a: � (10 m l 6 A5.3 o d I g a' A5.3 o N cn 11 w O J �w 6 C.J. - A5.3 FLOOR TRUSS #2A 8"24" O.C. (ABOVE) I 8" 8" 8jJ 8" of L ICU 6LA5.3 R - 43'-2" 12'-8" , TYPICAL BUILDING FOUNDATION PLAN 6C.AL5= 1/8" =1' -O" C.J. 6 A5.3 �L FLOOR TRUSS #2A 6 T.O. WALL 18" 24° O.C. (ABOVE) 1 8" A5.3 8" THICK CONC. o EL.= -9 -8 FROST WALL. (TYP.) I I 8" 8" 8" 8" 4" CONC. SLAB W/ a °' N 6 6X6 W1.4XW1.4 W.W.F. ON 6 MIL POLY VAPOR 6 A5.3 BARRIER ON COMPACTED w GRAVEL FILL. (TYPICAL) I'L 53'-0" 164'-8" 43'-2" CO o I I In 00 I CU �D I 0 d- Revisions PRELIMINARY - 12 OCT. 2007 ISSUED FOR CHFA REVIEW 26 SEPT. 2008 METRO DESIGN Q 1998 ALL RIGHTS RESERVED. (COPYRIGHT PENDING) COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR SPECIFIC STATUTORY DAMAGES, BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. STATE CODE AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. Developer: THE METRO REALTY GROUP LTD 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 AADD 1M �'�ll P.C. 16 SPRING LANE ' FARMINGTON, CT ' 06032 - (860) 677-2801 This drawing is the property of the Architect; has been prepared specifically for the Owner for this project at this site, and is not to be used for an other urpose, r i f r h r r rrr%,, C ON DES R. ` tiO 2 253 a"®��RED PLAN NORTH '•�rrr111 all Consultants, Hillcrest ADULT HOUSING South Windsor, Connecticut Associated Architects Project NO. 07086 TYPICAL BUILDING FOUNDATION PLAN Date 12 OCT. 2007 Scale 1 /8"=1'-0" Drawn /� CC^ Checked CRN Al 1 11 1 Revisions PRELIMINARY — 12 OCT. 2007 3 A2.1 GIe��YI TYPICAL BUILDING LOWER LEVEL FLOOR PLAN A2.1 1 6C,4 E: 1/8" =1' -0" LOWER LEVEL UNIT COUNT ONE BEDROOM UNITS — 7 TWO BEDROOM UNITS — 4 TOTAL UNITS (LOWER LEVEL) 11 WINDOW SCHEDULE MARK CITY. ROUGH OPENING MFG. No. MFG'R TYPE REMARKS A 8 37 1/2"x60 1/4" 3150 7-D INDUSTRIES S.H. B 15 74 5/8"60 1/4" 3150-2 7-D INDUSTRIES S.H. C 7 63 5/8" X 60 1/4" 2850-2 7-D INDUSTRIES S.H. D 4 28"x36 1/4" 2430 7-D INDUSTRIES S.H. EACH BUILDING LOWER LEVEL DOOR SCHEDULE HARDWARE MARK QTY. DOOR LEAF SIZE MATERIAL TYPE FUNCTION MISC. REMARKS 1 11 3'-0" x 6'-8" INSUL. STL. 6 PANEL ENT./D.B. WH.STRIP (2) GLASS LIGHTS 2 11 2'-6" x 6'-8" H.C.HARDBOARD 6 PANEL DUMMY/PASS 3 7 (2) 1'-6" x 6'-8" H.C. HARDBOARD 6 PANEL DUMMY/PASS 4 26 2'-10" x 6'-8" H.C. HARDBOARD 6 PANEL PRIVACY 5 11 2'-8" x 6'-8" H.C. HARDBOARD 6 PANEL STORE RM. 6 8 (2) 2'-6" x 6'-8" H.C. HARDBOARD 6 PANEL DUMMY/PASS 7 7 (2) 2'-0" x 6'-8" H.C. HARDBOARD 6 PANEL PASSAGE 8 0 1'-4" x 6'-8" H.C. HARDBOARD 6 PANEL DUMMY/PASS 9 7 1'-8" x 6'-8" H.C. HARDBOARD 6 PANEL DUMMY/PASS 10 —,,-1 1 3'-0" x 7'-0" INSUL. STL. 6 PANEL ENT./D.B. WH.STRIP MECH. RM. 4 1 (2) 2'-4" x 6'-8" H.C. HARDBOARD 6 PANEL DUMMY/PASS NOTE: PROVIDE HINGE PIN DOORSTOPS FOR ALL DOORS 43'-0" ISSUED FOR CHFA REVIEW 26 SEPT. 2008 METRO DESIGN CQ 1998 ALL RIGHTS RESERVED. (COPYRIGHT PENDING) COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR SPECIFIC STATUTORY DAMAGES, BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. STATE CODE AND REPRODUCTIONS ARE STRICTLY Developer: THE METRO REALTY GROUP L I D 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 16 SPRING LANE ' FARMINGTON, CT ' 06032 ' (860) 677-2801 specincally Tor the owner for tnis prc and is not to be used for any other PLAN NORTH Consultants, C 0 N -- •.,�® R. 717 0 2 53'Z "SD ARG rro` L"tiuc►rrr Hillcrest ADULT HOUSING South Windsor, Connecticut Associated Architects Prolect NO. 07086 TYPICAL BUILDING LOWER LEVEL FLOOR PLAN Date 12 OCT. 2007 Scale 1/8 110=19—o" Drown CCC Checked CRN 102 Revisions PRELIMINARY - 12 OCT. 2007 3 A2.1 1'-0" OVERHANG 43'-0" 78'-8° 43'-0" 1'-0" OVERHANG 2" RAKE TRIM L3 L3 z z z ~ w w >o X o O � I 0 t N D.S D.S. D.S. ---- --------- _ I i _ _ _ _ _ _ _ _ _ _ _ _ /I-eIREVENT °- I 001 CO I a RIDG VEN��� \\ I u� ► °. m I �� I 1 N� /�� 001 I _. J L. \ ------------- J .I .I I I D.S. z z D.S. ' I Li I'D I I I > o f ��i o i I o o p I I o I ! o I D.S. :� I i D.S. 1 -1 (1.1 Ln D.S. �_..-- — �� — — — —� ------------- /""/'-'/-D A2.1 ,l- I i D.S. Cd I (1J I Ln / oo I E VENT _ Do CO I oo RIDG VEND 400 A3.1 I f I ------------- PITCH PITCH 8 7 ------------- I t I ' 1212 8:12 i D.S. D.S. I I L3 � I i = D ;D = ! I >LLJ (,� LLJ (y) > I 1 CD CD D.------------- l i ------ ------------------- D.S. D.S. —� o o I (U Cd 0 . . . . . . D.S. D.S. . . . . . . j . . . . . . . . . . . . ------ 1 o - --- --- �-- ---- - -- D.S. D.S. I r — — • — — - — — - — — - — — — - I Li- � z � Z I I O 12'-0" I I I Q ¢ _ _ _ I _ —. 5 i w d > I w I > i ; o �0 A3.1 i Iw I I U) i ' ! ; 1 I z I i 1 o - ! o 1 I w GIRDER TRUSS I UW l m o _ D.S. n c �.,. i J ------------- --------� -I 1 o / �. I� / I-- 1 1 I UN� m NU �9` \ ; I I I �i �� 4 i �" / �Q�.. ; FL I (n(n Oo w \. ; > > I A3.1 I COVEN I CO I RIDGE VENII of� 1 I o A2.1`' M D.S._____ _-__ -�-- ' - - ------------- ------------- I --� __.—_ ---- _ - - _ ---- _ ---- _ --- --- -- -- --- - - - --- - - ---- ,� ---r----------------------------------I D.S. Lo I D.S. D.S. I z I z > PITCH PITCH I i i I � z = z = I i I PITCH 12 PITCH 8:12) i i W 1 w i 8� i > o ' GIRDER i I I TRUSS ' 1 26'-4" o ctt 12'-8" 0 39'-8" \1 I i I ! i o 1 ' GIRDER TRUSS .-I D.S. I I I i , r--------------\VEN. D.S. _ _. � I M, �, I I I � I ! D.S. I— N = I PITH E- PITCH, 1'-0" OVERHANG _ �: 2 >8:12 1 0 ❑VER ANG i N / �'voPRIDGE\ i I I i w00 f I ;� I I/ RIDGE IVENT CO --- /� i - _._._._._ 'L_._._._._._. I D.S. I I I I I D.S.D.S. ---------------------- J1111' D.L- _._._._.� \G-x -CLI l�\ aCO —1 Q��z S.2 CH �- PITCHD ` \1-��Pl w 8•1F-1 �i .........----------- I I - -------------- D.S. -17 o rth 0 ---------- �- 1 TRUSS BRACING SEE ROOF I TRUSS NOTE #3 1 ii ii � � i I i \1�e� o W L ---------------L/77 —U----- ---------------------------- 'tJ•--------------- `'I_ W ,/- L - — I o I — i D.S. — — D.S. ! Of PITCH PITCH. !IF ! PITCH PITCH ! 8:12 8:12 i 8:12 8:12 iri 0 1 A2.1 0 V-0"❑VERHANG 1'-0"❑VERHANG V-0"❑VERHANG V-0"❑VERHANG 43'-2" 12'-8" 53'-0" 12'-8" 43'-2" 164'-8" TYPICAL BUILDING ROOF PLAN SCALE: I/&` _ I I-0II 4 A2.1 ROOF NOTES: 1. EXTEND 1-HR TENANT SEPARATION WALLS TO UNDERSIDE OF ROOF DECKING 2. PROVIDE WIDE ICE AND WATER BARRIER AT ALL VALLEYS, RAKES, EAVES AND ALONG ROOF SURFACES THAT ABUT AN ADJACENT WALL. ICE AND WATER SHIELD SHALL EXTEND 2'--0" BEYOND INTERIOR PAIN OF EXTERIOR ;VALL SURFACES. 3. PROVIDE 25 YEAR ROOF SHINGLES OVER #15 ROOFING PAPER. 4. PROVIDE PRE FINISHED METAL GUTTERS AND DOWNSPOUTS. ALL DOWN SPOUTS SHALL HAVE A MIN. 4" DIAMETER. LOCATE AS INDICATED ON PLAN. 5. ALL EAVE OVERHANGS SHALL BE V-0". ALL GABLE RAKES SHALL BE FLUSH FRAMED. 6. PROVIDE OPENINGS IN ROOF SHEATHING WHERE CONVENTIONALLY FRAMED GABLES ARE FRAMED OVER ROOF TRUSSES TO ALLOW FOR PROPER ATTIC VENTILATION. ROOF TRUSS NOTES: * PROVIDE SHOP DRAWINGS WITH ENGINEER STAMP & SEAL FOR REVIEW. TRUSSES SHALL BE ENGINEERED ACCORDING TO LOADS LISTED BELOW INCLUDING MECHANICAL EQUIPMENT LOADS. BRACING NOTES: 1. ALL BRACING SHALL CONFORM TO THE REQUIREMENTS OF BWT-76 OF THE TRUSS PLATE INSTITUTE. TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED BY THE CONTRACTOR. KFY TO rlRrLFD NLIMRFRS oN DRAWING, 1. LATERAL BRACING FOR INDIVIDUAL TRUSS MEMBERS SHALL BE DESIGNED BY TRUSS MANUFACTURER. THIS LATERAL BRACING, IF REQUIRED, SHALL BE CONTINUOUS AND SHALL BE TERMINATED AT EACH END WITH DIAGONAL BRACING IN THE PLANE OF THE WEB MEMBER. 2. PROVIDE BRACING AS REQUIRED BY TRUSS MANUFACTURER. 3. PROVIDE 2X6 X-BRACING IN THE PLANE OF THE WEB AT 25'-0" (MAXIMUM) INTERVALS. 4. PROVIDE 2X6 DIAGONALLY BRACED BAYS IN THE PLANE OF 'THE BOTTOM CHORD WHERE INDICATED ON PLAN. ROOF TRUSS DESIGN LOADS: ROOF TRUSSES (LL DEFL. = L/480) SLOPED TOP CHORDS LL= 30 PSF TOP CHORD DL= 10 PSF BOTTOM CHORD (WHERE HEIGHT EXCEEDS 42") LL= 20 PSF BOTTOM CHORD LL= 10 PSF BOTTOM CHORD DL= 5 PSF SSUED FOR CHFA REVIEW 26 SEPT. 2008 \If_TG/1 r%V01 I n 1 QnQ Al I memiTG- occC�aTr% MGIRV VGJIVI`I V 1.7.G) 70 11LL RIVI-IIJ i'CGJCI'[VGV• (COPYRIGHT PEN IN COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR SPECIFIC STATUTORY DAMAGES, BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. STATE CODE AND REPRODUCTIONS ARE STRICTLY Developer: THE METRO REALTY GROUP LTD 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 P.C. 16 SPRING LANE '__FARMINGTON, CT ' 06032 ' (860) 677-2801 This drawing is the property of the Architect; has been prepared specifically for the Owner for this project at this site, and Is not to be used for any other Durpose. 0 Z PLAN NORTH Consultants, Hillcrest ADULT HOUSING South Windsor, Connecticut Associated Architects Proiect NO. 07086 TYPICAL BUILDING ROOF PLAN Date 12 OCT. 2007 Scale 1 /8"=1'-0" Drawn CCC 104 Checked CRN fU Cu I 0 I Cu I Z, (L 0 I ih 0 I a In N zo ti fU n Revisions PRELIMINARY — 12 OCT. 2007 77'-0' 3'-0' 7'-6 3/4' 3'-0' 7'-6 3/4' 3'-0' 7'-6 3/4' 3'-0' 7'-6 3/4' 3'-0' 7'-6 3/4' 3'-0' 7'-6 3/4' 3'-0' 7'-6 3/4' 3'-0' ISSUED FOR C H FA REVIEW 7'-0' I 63'-0' , 7'-0' , 126 SEPT. 2008 MEN ... �I FYPON I COLUMN ABOVE �TYP.) I U I n I u I r c -- 0"X CONT. CONC. WALL 1 W/ 4 1/2"X 24"X12"X CONT. 15" DEEP CONC. FOOTING TRUSS SHELF N 4" b STL. COLUMN W/ BASE AN D CAP PLATES (TYP.) 36"X36"X 12" CONC. COLUMN I 4 FOOTING (TYP.) UIL BT-UP F- -1 v L ` I L LBEAM I POCKET LVL BEAM (TYP. BOTH ENDS) 10'-2 3/4' 10'-2 3/4' 10'-2 3/4' 10'-2 3/4' 10'-2 3/4' 10'-2 3/4' i N I 4" THICK CONC. SAW CUT CONTROL FLOOR SLAB W/ JOINTS ( P. @ 6X6 1.4XW1.4 COLUMN L NES) W.W.F.(TYP.) I--- --- -- - - ---1 -- CONC. PIER AND FTG. (TYP.) E=:] E4 = 0 3'-0' 7'-6 3/4' 3'-0' 7'-6 3/4' 3'-0' 7'-6 3/4' 3'-0' 7'-6 3/4' 3'-0- 7'-6 3/4' 3'-0- 7'-6 3/4' 3'-0- , CLUBHOUSE BASEMENT FLOOR PLAN SCALE: 1 /8"=1 ' —0" nOOR NOTES 1. PROVIDE CONCEALED FLUSH BOLTS TOP AND BOTTOM FOR FIXED PANEL (SHOWN AS DASHED LINE) AND CLOSER ON ACTIVE PANEL. WINDOW SCHEDULE MARK QTY. ROUGH OPENING MFG. No. MFG'R TYPE REMARKS A - 108 1/2"X36 1/2" 9/0 X 3/0 7d SLIDING CONFIRM R.O. B 7 73 1/8" X 36 1/2" (3) 2/0 X 3/0 7d S.H. CONFIRM R.O. (IN ATTIC) C 0 24 1/2" x 36 1/2" 2/0 X 3/0 7d S.H. CONFIRM R.O. D 2 CONFIRM 6/0 X 3/5 BROSCO FIXED (2) BARN SASHES W/ FULL WIDTH TRANSOM E 1 CONFIRM 4/0 X 3/5 BROSCO FIXED (2) BARN SASHES W/ FULL WIDTH TRANSOM 0 u N Cu i n n u • cu o I I � N n o� ID N O I N f\ I n U N I Cu I n o� U u (u Cu 0 I 7'-6 3/4' 3'-0- DOOR SCHEDULE MARK-1 QTY, DOOR LEAF SIZE MATERIAL TYPE REMARKS 1 9 6'-0" x 6'-8" VINYL GLASS SLIDING PATIO 6'-0" X 1 -15; TRANSOM 2 3 6'-0" x 6'-8 VINYL / GLASS HINGED PATIO 6'-0" X 1 -6 TRANSOM (32 CLR.) 3 2 3'-0" x 6'-8" MTL. INSULATED 6 PANEL 4 1 (2 S-O" x 6'-8" ALUM/GLASS SWING 6'-0" X V-6" TRANSOM 5 4 (2) 3'-0" x 6'-8" WOOD / GLASS 15 LIGHT SWING V-6" TRANSOM (SEE NOTE 1) 6 0 NOT USED 7 0 NOT USED 8 4 S-0" x 6'-8" FLUSH BIRCH SOLID SWING 9 2 S-O" x 6'-8" WOOD/GLASS 15 LIGHT SWING V-6" TRANSOM 0 I N I , CLUBHOUSE FIRST FLOOR PLAN SCAT F- 1 /R"=1 ' —n" 8' OVERHANG 8' OVERHANG 7'-0' 63'-0' 7'-0' 18'-6' 9'-0' 8'-0' 9'-0' 18'-6' 4'-6' 4'-6' 4'-0' 4'-0' 4'-6' 4'-6' --------------- -- -- ---- -- ----------------- I ¢_ II II o W I I O O O I I � o II 11 �8:12 8:12 8:12 8:12� PIT(, PITCH II N II II a � II 7. „ I I Ny I I FRAMED CHIMNEY CLAD W/ CASTSTONE. V II II I it O II 1 II II PR 0 IDE PREFINISHED TL. CAP. 4'-0' RIDG ENT N III III �o 00 ----------------- �D�_00 o v p Oo B I N= - = N N _ II r � CL ITCH PITC °°0 I I Ii �I 1 i i W II =N II II . II ��1-2 II LCH 8.12 P 82 PITC PIT 8:12 II — -- --------------- II 18'-6' 4'-6' 4'-6' 4'-0' 4'-0' 4'-6' 4'-6' 18'-6' 9'-0' 8'-0' 9'-0' 7' 0' 63'-0' 7'-0' 8' OVERHANG I CLUBHOUSE ROOF PLAN SCALE: 1 /8"=1 '—O" CODE REVIEW: USE GROUP (303.4) A-3 ASSEMBLY 'RECREATION BUILDING. TYPE OF CONSTRUCTION (606.0): 513 COMBUSTIBLE UNPROTECTED FIRERESISTANCE RATING OF STRUCTURAL ELEMENTS _(TAB_LE602): LOAD BEARING EXTERIOR WALLS — 0 HOUR NONLOADBEARING EXTERIOR WALLS (TABLE 705.2) — 0 HOUR NONLOADBEARING PARTITIONS — 0 HOUR INTERIOR LOADBEARING PARTITIONS — 0 HOUR STRUCTURAL MEEMBERSSUPPORTING WALLS — 0 HOUR FLOOR CONSTRUCTION INCLUDING BEAMS — 0 HOUR ROOF CONSTRUCTION — 0 HOUR HEIGHT AND AREA LIMITATIONS (TABLE 503) HEIGHT LIMITATION — ALLOWED: 1 STORY 20' (PROVIDED: 1 STORY) AREA LIMITATION — ALLOWED: 4,200 S.F. (PROVIDED: 2,520 S.F.) OCCUPANT LOAD (TABLE 1008): VFSTIRtJI F 101 108 S.F. NFT (FX('I tJRFr) ITFM) SOCIAL -ROOM 102 560 S.F. NET (15 S.F./OCC)�-38 OCCUPANTS CARD ROOM 103 364 S.F. NET (15 S.F./OCC.)) 25 OCCUPANTS PASSAGEWAY 104 (EXCLUDED ITEM) EXERCISE 105 193 S.F. NET (15 S.F./OCC.) 13 OCCUPANTS MEN 106 56 S.F. NET (EXCLUDED ITEM) WOMEN 107 56 S.F. NET (EXCLUDED ITEM) KITCHEN 108 72 S.F. NET (15 S.F./OCC.) 5 OCCUAPNTS JANITOR 109 18 S.F. NET (EXCLUDED ITEM) LIBRARY 110 357 S.F. NET (15 S.F./OCC.) 24 OCCUPANTS OFFICE 111 142 S.F. GROSS (15 S.F./OCC.) 10 OCCUPANTS CLOSET 112 46 S.F. NET EXCLUDED ITEM STAIR 113 EXCLUDED ITEM CLOSET 114 EXCLUDED ITEM TOTAL OCCUPANT LOAD: 38+25+13+5+24+10= 115 OCCUPANTS 8' OVERHANG LIVE LOADS (TABLE 1606): FI QOR I I IVE I OAD 1 nope ROOF (GROUND SNOW LOAD) 30psf BASIC WIND SPEED 80 mph BASIC WIND SPEED (ASCE 7-95) 115 mph Developer: THE METRO REALTY hAANAG1=KAENT CORP. 10 EXECUTIVE DRIVE FARMINGTON, CT 06032 ARCBrrFM P.C. 16 SPRING LANE ' FARMINGTON, CT - 06032 - (860) 677-2801 This drawing Is the property of the Architect; has been prepared specifically for the Owner for this project at this site, and is not to be used for any other purpose, location. or owner. without onsent f fhe Architect, C0NIV11" a �-ES R .� C'G T -A 2532 Consultants, Hillcrest ADULT HOUSING South Windsor, Connecticut Associated Architects Project NO. 07086 CLUBHOUSE PLANS Date 23 FEB. 2006 Scale 1 /8"= V-0" Drawn CCC Checked CRN Al 05 Revisions PRELIMINARY - 12 OCT. 2007 I 00 I T. ) TYPICAL BUILDING PLAN BAST COURTYARD ELEVATION 1" = 20>_0" VINYL WINDOW W/IN`. G LAS: 14" SHUTTEF 3 1 /2' VINYL TF 6" VINYL BOAT 6 1 /2" B SKIRT E � TYPICAL BUILDING PLAN NORTH ELEVATION 1" = 20'-0" TYPICAL 713"UIL1)"ING PLAN SOUTH ELEVATION 1" = 20'-0" (PILASTERS & CROSSHEAD) TYPICAL BUILDING PLAN WEST ELEVATION IO 0 n I n (PILASTERS CROSSHEAD TYPICAL "`J 1LII�Il�I G �IJ�l �►��� Jf-1�IJU �/ A�IOl�l TYPICAL BUILDIl�I PLAN WEST COURTYARD ELEVATION 1�TI��1V 1, 1" = 20'-0" 1" = 20$-0" IN MAP SSUED FOR CHFA REVIEW 26 SEPT. 2008 HIFTRO DESIGN 0) 1998 AI_I1 RIGHTS RITSFEMP-D- I I I (COPYRIGHT PENDING) COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR SPECIFIC STATUTORY DAMAGES, BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. STATE CODE AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. Developer: THE METRO REALTY GROUP LTD 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 i I I ASSOCIATED ARCHITECTS P.C. 16 SPRING LANE ' FARMINGTON, CT ' 06032 ' (860) 677-2801 This drawing is the property of the Architect; has been prepared specifically for the Owner for this project at this site, and is not to be used for any other urpose, I I n r yr n o�oQeee®ea�mep° .o•°°OF C Q NI�F°°®°® L� S R. C\Q` ."m o 0 253? im PLAN NORTH .q,�$�=...�.► Consultants, Hk JIVER (TYP.) ADULT HOU'SNG South Windsor, Connecticut Associated Architects Project NO. 07086 EX'T ERIOR ELEVAT Qo0 S Date 12 OCT. 2007 Scale 1 /8"=1'_0" Draven CCC Checked CRN 25 F 1X4 N ON 1X8 MT 3 1 /2" VINYL (TYP. VINYL SHINGL (CERTAINTEED IMPRESSIO'. ® DI 1 YC, AATI r I Art I 1%w IYJ I L VL✓1V ON 2X10 MTL CLAD f 1 X4 MOLDED MILLWORK TI ON 1 X12 MOLDED MILLWC FALSE BEAM (Tl 8"X8" MOLDED MILLWC COLUMNS (FYPON P 12 81 Revisions MTL. CAP MTL. CAP PRELIMINARY - 12 OCT. 2007 CULTURED STONE CULTURED STONE ISSUED FOR CHFA REVIEW 26 SEPT. 2008 ' 6'-0" X 6'-8" VINYL SLIDING PATIO DOOR_ W/ INSULATED GLASS AINU VRILL 3 ■■■ _ _ ■■■ ■►1■ _ = ■■f1 ■■■ = ■■■ ■■■ _ = ■■■ ■■■ _ = ■■■ INS = ° ■■■ ■■■ = = = ■!■ ■■■ = = = ■■■ ■■1_ _ ■■■ ■■■ = = = ■■■ ■■■ = = = ■■■ ■■■ = = = ■■■ ■■■ _■_� ■■■ ■■■ =�_�= ■■■ A■■ _�_� ■■■ 25 YEAR ARCHITECTURAL ROOF SHAINGLES OVER 15# FELT FILL IN WITH CELLULAR PVC (TYPICAL) -tT-10' T-17' 3'-0' 7'-6 3/4' t3-JV 7'-6 3/4' t'-10' 7'-6 3/4' 3'-0' 7'-7' 3'-0' 7'-7' 3'-0' 7'-6337'8`3/4' 3'-0' I � I I 47-—— — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — —FL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CLUBHOUSE WEST�ELEVATION CLUBHOUSE �SOUTH ELEVATION SCALE: 1 /8"=1 ' -0" SCALE: 1 /8 I I I I I I CLUBHOUSE EAST ELEVATION SCALE: 1 /8"=1 '-0" ICE & WATER SHIELD Z/-0" FALSE DORMER FRAMING: 2X4 STUDS @ 16" O.C., 1/2" 3SB SHEATHING, 'TYVE ', VINYL SIDING. I 3-07-7' 7-7' t3-JV 7-7' 7'3-- 7'-7' 3-07'-7' 3- 7-7' 3030L i CLUBHOUSE NORTH ELEVATION SCALE: 1 /8"=1 ' -0" 1 /2" 5—PLY CDX PLYWOOD 2X6 RAFTERS @' 16" O.C. 12 3 � PROVIDE OPENINGS IN SHEATHING Tn ACCIIRE PROPER VENTING. WOOD ROOF TRUSS @ 24" O.C. R-38 FIBERGLASS BATT. INSUL. L PERF. VINYL "— --1 /2"GYP. BD.--zz::� SOFFIT (TYP.) 2X6 STUDS @ 8" ❑VERHANG VINYL SIDING -� 16" O.C. 'TYVEK' AIR R-19 FIBERGLASS INFILTRATION BATT. INSUL. 2X4 STUDS @ 16" O.C� BARRIER 1'-1 1/2" 1 /2" OSB /// PAD AND CARPET O I Y4 C-I Ir'ATI IIKIfl l z / A " '^�/M -Mr $f 11 8"X8" FYPON 317IGHIrII114V 1.7Tr-_ mr-IG GD COLUMN W/ 5/8„ GYP. BD. 3/4" ADVANTECK INTEGRAL STL. ALUM. CLAD WD. BASE TRIM SUBFLOORING TUBE. (CAT 1 X8 SKIRT No.) BOARD 5/8" GYP. BD. COMPACTED STRUCTURAL 10" THICK CONC. WALL FILL (95% COMPACTION) TOP (& BOT BARS M S HORIZONTAL (FRAME FIRST FLOOR PRIOR TO BACK FILLING FOUNDATION) 2" RIGID INSUL. -�oo 24"X12"X CONT. CONC. FOOTING W/ CONTINUOUS 2X4 KEY & (2) #4 X CONT. BARS , CLUBHOUSE SECTION SCALE: 1 /4"=1 '-0" RIDGE VENT (TYPICAL) 1 /2" 5—PLY CDX PLYWOOD SHEATHING W/ CLIPS (TYP.) -12" OPEN WEB WOOD FLOOR TRUSS Cc? 2'-0" O.C. 4" CONC. SLAB W/ 6X6 W1.4XW1.4 W.W.F. 6 MIL. POLY. VAPOR BARRIER 36"X36"X12" THICK CONC. FOOTING W/ WAY #6 BARS EACH 0 o� I 12 3 ICE & WATER SHIELD 2'-0" , 25 YEAR ARCHITECTURAL SHINGLES OVER 15# ROOFING FELT (TYP.) SIMPSON HURRICANE IVVISI SIRAPS (ITP.) 12 Developer: THE METRO REALTY MANAGEMENT CORP. 10 EXECUTIVE DRIVE FARMINGTON, CT 06032 I AMC�ll��' 11 M ARCS P.C. 16 SPRING LANE ' FARMINGTON, CT ' 06032 ' (860) 677-2801 This drawing Is the property of the Architect; has been prepared specifically for the Owner for this project at this site, and is not to be used for an other purpose, location. or owner. without consent of he Architect. �®y1s11111r y, C 0 NIV'!",,s DES R. �, �T/C''•: �Ft 7p G mi �> 1 ,o a 253?- `�TFAc . . nra�.O. 1 1 CU AV�"'..O" 11 Consultants, 8 PREFINISHED MTL. DRIP EDGE PREFINISHED MTL. GUTTERS AND LEADERS (TYP.) MTL. CLAD 1 X6 TRIM ON MTL. CLAD 2X10 1 x4 MOLDED FASCIA (TYP.) MILLWORK TRIN PERF. VINYL SOFFIT ON 1x12 MOLDED MILLWORK FRIEZE BD. (TYP,) PLYWOOD SPACER FINISH GRADE Hilicrest ADULT HOUSING South Windsor, Connecticut �— COMPACTED CLEAN FILL (95% COMPACTION) (FRAME FIRST FLOOR PRIOR TO BACK FILLING FOUNDATION) 3/4" STONE FILL 6" PERF. FOOTING DRAIN W/ FILTER FABRIC COVER Associated Architects Project NO. 07086 CLUBHOUSE ELEVATIONS & SECTION Date 19 OCT. 2007 Scale Drawn CCC A202 Checked CRN Rldcie vent �(typ. 12 S Roof trusses at 24"o.c. (Roof truss 01) 12 8 1/2" 5- I CDX pl wood roof sloAthing, (tyyp.) �\ r2 y� ' R-38 Batt insulation Ca Perforated soffit vents. (typ.) R-19 Batt 2x(o Exterior wall insulation. (typ')framing at 16"o.c. 2 -51R UNiT _ Lr. 2x6 Exterior wall �� 3/4" 'Gc yp-crst�. floor r- _ framing at iro"o.c. levelin over 3/41, �t G Floor trusses at T4G ADVANTECK subf loo ing m 24"o.c. (typ.) T,O.Wa I I -� Upper Level F 5/811 GWB F draftstopping 1-5Fi,' UNIT m Lr. U� 411 Concrete slab with 6x6 W1.4xW.4 WWF. on G 6 mil. poly, vapor barrier on compacted fill. (typ.) Lower Level T.O.Ft El.= -9'-6 1/2 El.= -9'-10 1/2' t �+ nsu2" Rigqon. id perimeter 611 Perforated ilati(typ.) yp - footing drain BUILDING SECTION SCALE: 1/4" = i' -O" f trusses at 2411 Roof truss 1*2 011rder t R-19 Batt insulation. (typ.) 5edroom C1. 2x6 Exterior wall framing at 16"o.c. A>- P.T. 2X Sleepers o 24"o.c. (typ.) T.O. Slab El,= 0'-e 2 4" Concrete slab with' 6x6 WlAxWA WWF. on 6 mil. poly, vapor barrier on compacted fill. (typ.) Compacted structural fill. (95 c' compaction) T.O.Ftcl. E1.= -9'-10 1/2" 2x(o Conventional rafter Ridge vent framing at 16"o.c. (typ.) Roof trussees at 24"o.c. (Roof Truss 01) 12 �8 1 roof sD at'hpilKe. (typ') R-3a Batt insulation 'Provide openinggs in shsathfnqq to alla"w attic ve ftflation 2 -5fR UNIT 5atH Cl. 1" i.5sdroom E 3/411 'G p-Crete' floor levelin over 3/4" Floor trusses at /T4(a AD ANTECK subflooring 24"o.c. (typ.)-,, i811 GWB raftstopping 1-5R UNIT �atH Cl. 5e6room 4" Concrete slab with 6x6 WI.4xW.4 WWF. on 6 mil. poly, vapor barrier on compacted fill. (typ.) 2" Riclid perimeter 6" Perforated insulation. (typ.) foot ing drain BUILDING SECTION SCALE: i/4" = i' —0" ICE 4 WATER SHIELD 2'-011 30 Year architectural shingles (MIN.) over 15" roofing felt (typ.T 1/2" 5-PI(4 CDX plywood sheathing w/ clips Ttyp.) 12 Pre -Engineered roof S trusses �a 24 o.c. Ma inta in 211 free air space between insulation and underside of roof sheathing (typ.) Hurricane clips (ttlh Metal drip d Cs a ge Aluminum wrap fascia, f r rell R-36 Batt insulation with and screw. 2x6 Wood studs e 16" o.c. 121' L 1/2" Plywood sheathing (typ.) Perforated vinyl soffit Pro�r idv is-iQ Batt insulation (typ.) Ix Wood casing trim. (typ.) Provide GWB returns / at window jambs and Vinyl windows with insulated glass. 1x Wood sill and apron trim. (typ.) vinyl Siding over 'Tuve0k' air fnfilt.rrat--inn barrier. Ctyp.) 5/8" G.W.B. 3/4" 'Gyp-crete' floor leveling over 3/4" T4G ADVANTECK I G MPON APROWNS INS VANN 2, MAN 'WMARANOMMARS2. r_Gs © �1 ►1 1 URA 1 '-� - 11: 11 11 11 an 1 A52 Leader 5 A1.1 -1 HR. UL 0356 Wood base -trim (typd Lap plywood =� 1/2 ' over conc. Top of Plywood EL. = 0'-2 1/4" Top of Wall -2-"5 Bars EL. = 0'-011 M_Fr - of Plate ` Dia. anchor tilts e48"o.c. B R-15 Batt = insulation 0 ( 2 x 4 wood studs _ Perforated at 16"o.c. 1 soffit vents. (typd Roof leader °' 10" Thick concrete drain system reta inin wall �1, g Bituminous mastic damp -proofing S Bars a i6" o. . vertically 04 Bars Q 10" o. . horizontally "5 Dowels Conc. waterproofing at 16"o.c. at inside surface lot" -T11 4" Concrete slab with 6"x(o" WIAxWIA WWF per Level - = 0'-2 Level v Pad and carpet Too of Slab ( - - EL. = -9'-6 1/2" 1 Top of Ft . EL. _ -9'-10 <t Caravel fill Lower Level ICE 4 WATER SHIELD R-30 Batt insulati ix Wood casing trim. (typ.) Provide GWB returns at window jambs and vin I windows with _-- Insulated glass. Ix Wood sill and apron trim. (typ.)\ vinyl Siding over Tuvek' air infiltration barrier. (typ.) _ 3/4" 'Gyp-crets' floor Its over 3/4" T4G ADVANTECK subflooring (typ.)\ 1 hr. / ul "L534 <F>En Pre-g. floor trusses a 24" c.c. 5/6" Type 'X' GWB on 1/2" Resilient channels at 24"o.c. 3 1/2" Sound / attenuation blanket (typ.) 2x(o Wood studs a 16" o.c. 1/2" Plywood sheathing (typ>� Provide R-19 30 Year architectural shingles over 15+' roofing felt (typ.T 1/2" 5-pl CDX plywood sheathing w/ clips iytyp.) Pre -Engineered roof trusses e 24 o.c. Maintain 2" free air space between insulation and underside of roof sheathing (typ.) Hurricane clips / (ttip, > �r •• Metal dr p edge Aluminum wrap fascia, f rrell and screw. 12" Perforated vinyl sof fit Q / 1 HR. UL 0356 Wood bass -trim (typ.) Top of Plywood EL. = 0'-2 1/4" N batt insulation (typ.) 1 HR. UL *1356 Ix8 wood skirtboard with metal or vinyl C 6 cladding A1.1 4" Concrete slab with 6"x6" WiAxWl.4 WWF Pad and carpet I = T p of slab Top of Wall EL. 6 mil. poly vap r O O 6 mil. poly vapor barrier over (01, compacted gravel 2411 (2) #4 Bars barrier over 6" compacted gravel eo" Perforated footing drain with Filter fabric cover 2" Rfc� id perimeter insulaiion(typ.) 8" Thick concrete Frost wall (2) 05 Bars T45 Undisturbed soil, TYPICAL RETAINING WALL SECTION SCALE: 3/4" =1' —O" Lap plywood 1/2' over conc. c0 =JI I x8 P.T. sill late on sill sealer - /2" Dfa. anchor 0 bolts 048"o.c. -Clq m� Sll TYPICAL TWO-STORY WALL SECTION SCALE: 3/4" =1' —0" Provide R-36 batt insulation 1 Layer 5/6" Gypsum Wallboard ' ceiling 5-1/2 Sound attenuatl Batt insulation (typ.) (one side only) 5/8" Typpe 'X' Gypsum Wallboard Pre -Engineered floor trusses 0 24 o.c. 3/4" T4G ADVANTECK subflooring glued 4 nailed (typical). Pad and carpet 1 hr. F ul *L534 5/811 Typ e 'X' Gypsum Me 3 1/2" Sound / attenuation blanket (typ.) 1/2" Resilient chant at 24"o.c. 1/2" 5-ply CDX plywood sheathing with clips (typ.) Extend I-Hr rated assembly to underside of roof sheathing. (typ.) I Layer 5/6" G'iypsurll 'tu'a" i fir'—iva-rd (bath sides) Pre -Engineered roof trusses a 24" o.c, 4 mil. poly vapor i:nsulatiori barrier across cavity rovide R-36 batt ---,,Na i ler --Thermo f f tier fire safing at plates `-- Continuous sheet meta I to pleY erlt file safing fI VIII creeping 2x(o Ufa I l Studs at 1(0" o.c. e--- 5/8" Tye 'X' , G'iypsur�i tuaii'voa"rd � 1 HR, UL 0341 - 21" Space between face of framing (1) Layer of 5/8" GWB @ each floor truss continuous ,— Extend rated assembly to underside of floor sheathing r— 3/4" 'Gyp -Crete' (typ.) First Floor EL. = 0'-2 1/4" A7 .011210 Oil =031 ?" o I hr. F ul OL534 3-1/2 Sound attenuation Batt insulation (typ.) Thermof fiber fire safing at plates _'ontinuous sheet metal to prevent fire safing from creeping and act as a draft barrier. A� 1 HR. UL 0341 �p cfl 5-1/2 Sound attenuation 2x(o Wall Studs e 16" o.c. Batt insulation (typ.) (one side only) 5/8" Type 'X' Gypsum Ulallboard 5.16" Type 'X' Gypsum Wallboard 4" Concrete slab with 6"x6" WlAxWIA WWF on 21" Space between face (o mil. poly vapor barrier on of framing (o" compacted gravel 2x(o P.T. Plate C.J. (Control Joint) (blood base trim (typ.) Pad and carpet Top of Slab • s EL. _ -10'-6 (3) 04 Rebars Haunched slab 04 24"o.c. Rebars at " 2'-0" 6" soil e_Undisturbed WALL SECTION AT TENANT SEPARATION 1 SCALE. 3/4" =1' —011 NOTE: SEE DWG. A5.1 FOR ADDITIONAL INFORMATION ON WALL TYPES Revisions PRELIMINARY — 12 OCT. 2007 ISSUED FOR CHFA REVIEW 26 SEPT. 2008 METRO DESIGN ©1998 ALL RIGHTS RESERVED. (COPYRIGHT PENDING) COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR SPECIFIC STATUTORY DAMAGES, BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. STATE CODE AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. Developer: THE METRO REALTY GROUP LTD 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 J. ASSO sl M AR P.C. 16 SPRING LANE ' FARMINGTON, CT ' 06032 ' (860) 677-2801 This drawing is the property of the Architect; has been prepared specifically for the Owner for this project at this site, and is not to be used for any other purpose, r owner. .�4" 0 �C ONN''�•,. 5-3 AR z PLAN NORTH °r•�a.*'' Consultants, Hillcrest ADULT HOUSING South Windsor, Connecticut Associated Architects Project NO. 07086 BUILDING SECTIONS AND WALL SECTIONS Date 12 OCT. 2007 Scale AS NOTED Drawn CCC Checked CRN 0 r z i O z W Q H z 1/2" L 14'-11 1/2" 1/2" GWB DRAFTSTOPPING ON SIDE OF FLOOR TRUSS ABOVE O �I c� O F'KUVIUL l- /CLGO ABOVE �/ BR. o O— � o CARPET w Q m w 1 /�S NIT 8 30 XX 70 O � F- o X 1- H R LOAD OBEARING ENIRY N @OQ r- w 48" HIGH WAL WITH PLASTIC LAM C P ( `IN. CARPET o FOABOVID FLR/CLG r H Q U N 5 1/2" 1 Y 15'-4" 0" I > I N ft NOT 52" 32>, 31» 3 1/2" 4'-O„ / 6'-7" `1 -8 . i 1'-3„ " If0WEL S&R 18 x 68 z I �` L. 4'-0" VANITY >, E A[3. 00 ) 20 IX 68 B 1 D CO 0X 61, CONCEA HEAD 4' x i/2" DW 1_" 'o 1-'_I \ J 1 / i m ^ry C N (Opp.) A6.1 A (O VCT PP (0 I � O — O Ref. �— --- — N O O 5 1/2" ZI 13'-6" 31'-0" OVERALL UNIT USED I 1—BEDROOM UNIT "UNIT-1A" SCALE: 1 /4"=1 '-0" 737 Net SF. & i OF (0 N UJ STRUCTURAL FILL oz SLAB ON GRADE ABOVE 0 B � �LO N �1-HR TENANT SEPARATION N 10'-9" 31'-0" 1 12'-0" 5 1/2" 1 1 15'-4" 1 1 13'-6" 1 1 V-3" 1'-3" 5 1/2Cd " / a B M —IN In � Uo 1/2" GWB DRAFTSTOPPING ON SIDE OF FLOG TRUSS�O I _ O O — — — — _ N ABOVE I O Ref. 48" HIGH WALL WITH —�-- o > PLASTIC LAM. CAP II O m ¢ LR • N WALL CONC. RETAINING � � ALIJ a 0 CARPET o DW 2 ' (n I I B cU C Ld [if om PROVIDE DE FLR/CLGO ' N 14, j'� A6.1 -+ ee � � �' r? VCT v B oc� c� 3 1/2°tn� < " N FLUSF �- N � N 3 1/2" In ENIRY_p 1-HR LOAD 30 X 70 BEARING N 4'-2" '- " 5'-3 1/2" N CONCEALED /HEADER SET ON NIT 28 X 8 c, 210 X 6 8 I D r-1N 2) 16 X 6 a PLATFO M o Hall I W/D I 1 N I CARPET In 1 / oo w VCT (0 STRUCTURAL FILL A5.1 o o� E wr N C X ABOVE SLAB N GRADE Ld m Q ! B 1 D o 0 13R. '� A6.1 c`1 O CtJ z w V J\ B --0-- CARPET w 0 ,A o � 4 -0 Vanity c� PROVIDE FLR/CLG FO o I • B ABOVE � 2 20 X 6810 E z_ p 1 OJ C '� BAR TOW 1$ x 68 —1 N S&R A cQ\v ROVIDE SOLID N >- LOCKING FOR A 1-HR TENANI � H ATH ACCESSO I S & SEPARATION I > UTURE GRAB S In 5 1/2" 14'-11 1/2" 4'-0" 6'-4 1/2" 1'-3" N 1" 1' 3 1/2" 5 1/2" 32 3�» 112 2 , 1—BEDROOM UNIT "UNIT-1B" SCALE: 1 /4"=1 ' —0" 737 Net SF. 00 I 0 I 10 CU \H Q U NI 5 1/2" �' SCALE: N.T.S. 737 Net SF. 12'-0" 12'-0" 1 1 31'-0" 1'-3" I 1 13'-6" 1 1 15'-4" 1 1 5 1/2" 5 1/2" N Q a B I( A U I 1 ON N O O 11/2' GWB DRAFTSTOPPING o ERef. —`�ABD EDE OF FLOOR TRUSS O \L N 48" HIGH WALL WITH o PLASTIC LAM. CAP 0 o C 13I CONC. RETAINING WALL a m m L R LIJ a a A (OPP.) co LLJ d ii 2 DW I o CARPET z V) a � PROVIDE FLR/CLG o i0 F C B VCT o _. \ .—, ABOVE �A, rIN 3 1/2" m O o In 3 1/2" N '�- FLUSH o 1-FIR LO p cn 5'-3 1/2" '- " 4'-2" o BEARIN o X 7o Q z LJ CONCEALED R1 o o 6 X 68 HEADER 10 N !- p 0 X 68 2 X 68 MECH. UNIT Q W/D I n HALL I Q o P ON o E 1n CARPET I CY) \ o STRUCTURAL FILL CID VCT UJ o > 1 Q ON GRADE � mSLAB - - A5.1 oo ABOVE o, W a 00 I NN a 0J IN 79 W 13R. 0i to B I w LQ CARPET B 4'-0" VANITY C O OPROVIDE FLR/CLG B• E 0 ABOVE a ',0 p 8 • (2) 2 X 6 z o OO ON �1 U J 18 X 6$ 4 TOW '- 01 AR _ VA/ S&R PR IDE SOLID BLOCKING FOR A C j SEPA T ONNT BAH ACCESSORIES U �' FU U E GRAB BARS U N6'-41» N 1'-3" 1'-8" 2 4'-0" 14'-11 1/2" 5 1/2" 117" 5 31" 31„ 2 2 1/2" 3 1/2" I 1—BEDROOM UNIT "UNIT-1D" SCALE: 1 /4"=1 '-0" 737 Net SF. Revisions PRELIMINARY — 12 OCT. 2007 ISSUED FOR CHFA REVIEW 26 SEPT. 2008 METRO DESIGN C 1998 ALL RIGHTS RESERVED. (COPYRIGHT PENDING) COPYRIGHT WARNING: FEDERAL COPYRIGHT P0nTC[1TInAI I: V-rC'MnQ Tn nDIr-11 1AI AKIn I I\V I LV IIVI\ VI.1 VI\VV I V VI\IVII\!lL /ll\V MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR SPECIFIC STATUTORY DAMAGES, BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. STATE CODE AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. Developer: THE METRO REALTY l7RVL)r L I L1 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 AR P.C. 16 SPRING LANE FARMINGTON, CT ' 06032 - (860) 677-2801 This drawing is the property of the Architect; has been prepared specifically for the Owner for this project at this site, and is not to be used for any other purpose, location.f the o co j Q� zTRI 253?1 1100 PLAN NORTH Consultants, Hillcrest ADULT HOUSING South Windsor, Connecticut Associated Architects Project NO. 07086 ENLARGED ONE BEDROOM UNIT FLOOR PLANS ( UNITS 1 A, 1131 1 C, & ID) Date 12 OCT. 2007 Scale 1 /4"=l'-O" Drawn CCC Checked CRN 00 I N 1 SCALE: 1 /4"=1 ' — 0" 737 Net SF. 31'-0" 1» 9„ 5 1/2" 14'-11 1/2" 3 1/2" 4'-0" 6'-7" 3 1/2" N r 18 dI B ° I X 66 0 1 0/ x ba"Wel PROVIDE FLC� r ABOVEO BR. N 11-1 VCT z t. � 0) 0 2 2° 68 "� Y4� ° CARPET `- B(00 -I HALL (2) 16 MECH. NIT o O SET ON 1-HR LOAD i CARPET W/D o 1 �\ PLATFORM $ X 6s D BEARING 210 X 68 o a CON EAL D A5.1 I E N I HEADER N 30X 70 \ 3 1/2" S&R of C FLUSH 4 -2 - 5'-3 1/2" ENTRY 1/2" GWB DRAFTSTO PIN C° d ON SIDE OF FLOOR TRUSS x o �t `,' N 00 N 48" HIGH WALL WITHnCry Vv Q PLASTIC LAM. CAP'- 0_. // 0 I K D � PROVIDE FLABOVEo DW o 0-6 1 2 VCT 00 C dI Lo - � I -B (OPP.) -C-ON-C.CK RRETAININ WALp L oCARPET efs0 CCnN I 1-HR TENANT SEPARATION LO 5 1/2" 15'-4" 5 1/2" 13'-61) 12)-0" , 1-BEDROOM UNIT "UNIT-1 G" 1'-3" to 3 1/2" I- LO 1'-3" I � N U ry W �N O O .I STRUCTURAL FILL SLAB ON GRADE ABOVE N N r SCALE: 1/4"=1'-0" 737 Net SF. 00 N C O C N E 0 a-+ C C C F`' SCALE: 1 /4"=1 '-0" 737 Net SF. 1'-3" 3 1/2" 5 1/2" 3 1/2" 1-BEDROOM UNIT "UNIT-1H" 4 SCALE: 1 4"=1'-0" 737 Net SF. 5 1/2" Revisions PRELIMINARY — 12 OCT. 2007 ISSUED FOR CHFA REVIEW 26 SEPT. 2008 METRO DESIGN Q 1998 ALL RIGHTS RESERVED. 1 (COPYRIGHT PENDING) I COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR SPECIFIC STATUTORY DAMAGES, BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. STATE CODE AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. Developer: THE METRO REALTY GROUP LTD 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 ■ AIV(IV V M i .i/i/ AT i ii C P.C. 16 SPRING LANE ' FARMINGTON, CT ' 06032 ' (860) 677-2801 This drawing is the property of the Architect; has been prepared specifically for the Owner for this project at this site, and is not to be used for any other purpose, I a I or owner. without ns nt of theArchitect. ,.aI. IF aI,,,I C ON �0 2532 w. PLAN NORTH Consultants, Hillcrest ADULT HOUSING South Windsor, Connecticut Associated Architects Project NO. 07086 ENLARGED ONE BEDROOM UNIT FLOOR PLANS (UNITS 1 E, 1 F, 1 G, & 11) Date 12 OCT. 2007 Scale 1 /4"=V-0" Drawn CCC Checked CRN 4.2 Revisions PRELIMINARY — 12 OCT. 2007 \ / ISSUED FOR CHFA REVIEW 26 SEPT. 2008 0 l O Cn 1 SCALE: 1 /4"=1 ' —0" 737 Net SF. 43' —0" 3 1/2" 5 1/2" 3 1/2" 5 1/2" 14'-11 1/2" 4'-0" , /, 6'-7" 1'-8"7 1 X 68 Z 24r' TOwel —1 PROVIDE FLR�CLGO BR. A OVE F )(2)2P E B. B CARPET 0 6$ E) C(DPP. 4C VA Go 0 B(OP .)'i A6. C(OPP.)o A(OPP.) N O ` O ,� rX-6$ -, CO MECH. -NIT O .2 SET ON D 1—HR ARIND 10 HALL- L�/]D PLAT RMZBL BE G 2 X 68 CARPET D I E A5 CONCEALED N � \ ---T�HEADER S&R � 3X70 Co 1/2" GWB TO PIN cn FLOOR c3 ON SIDE OF FLOOR T USS x •— N " 48 HIGH WALL WITH I Q PLASTIC LAM. CAP"- I� W PROVIDE FLR/CLG F I D4V K D cn ABOVE CLd r I I E6A6.1 LR . CONC. (OPP.). RETAININ z o I A (OPP.) WALL Ld o o CARPET I — O _ — Ref. J O OF1 2'-3 1/2" 12'-0" 5 1/2" 5 1/2" C 15'-4" 13'-6" 1'-3" 31'-0" , 1-BEDROOM UNIT "UNIT-1M" SCALE: 1 /4"=1 ' —0" 737 Net SF. Z°—n" , 1-BEDROOM UNIT "UNIT-1N" SCALE: 1 /4"=1 ' —0" 737 Net SF. i� I 0 I Lo N LO STRUCTURAL FILL SLAB ON GRADE 0 ABOVE I r- I N LO 00 METRO DESIGN ©1998 ALL RIGHTS RESERVED. (COPYRIGHT PENDING) COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR SPECIFIC STATUTORY DAMAGES, BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. STATE CODE AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. Developer: THE METRO REALTY GROUP LTD 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 I� ASSOCIATED AItCBrrECTS P.C. LSPRINGE ' FARMINGTON, CT .06032 • (860) 677-2801 is the property of the Architect; has been cifically for the Owner for this project at is not to be used for an other purpose, n r wi n n f h Ar hit t� 0 W PLAN NORTH Consultants, Hillcrest ADULT HOUSING South Windsor, Connecticut Associated Architects Project NO. 07086 ENLARGED ONE BEDROOM UNIT FLOOR PLANS (UNITS 1L, 1M & 1N) Date 12 OCT. 2007 Scale 1 /4"=1'-0" Drawn CCC 453 Checked CRN Revisions 12'-0" 31'-0" 2"CAVITY 1'-3" 26'-0" 2" CAVITY PRELIMINARY — 12 OCT. 2007 5 1/2" 15'-4" 13'-6" >a U 1/2" GWB DRAFLTpSTOPPING 5 1/2" ABOVE FAP LOWER RUNRSSS 1-HR TENA q SEPARATIO N \ " r N ISSUED FOR CHFA REVIEW 26SEPT. 2008 N � � ONLY) Ln " ' N d- CV d- N ( /-- OVER MECH. UNI SP7 6 1 3M A5.1 co x co N BR. N A 3' - 6" CARPET 10 _U U — N E Ref. Q— LR. U o A I I N CARPET 0 PROVIDE FLR/CLG.O I in ( B oo 2 N ABOVE DW �9: >o 48" HIGH WALL WITH I m Q o C PLASTIC LAM. TRIM 3;: / KD � y L � C' z t' / VCT LF USH M N ofy- \ ENTRY 3DX 7D N \ -Ct.l 1-HR LOA 0 o BEARING D I 3DX 6 L&R— J -' w CASED 0 N . 210 X 68 5 1/2"- 00 Hall 210 X 68 v 1-HR LO AD 5'- -3/ 4" 4'-0„ O D BEARING M E IN 2 24 CARPET-,, 3 1 /2" o V O w> <3> — L/D o � m BR. N (2 m 26 X 68 CARPET " ( 26 X 68 C A t LI• W o v PROVIDE FLR/CLG.O ZL] BA ABOVE D� 6.1 B LO O 4" TOWEL o 5 1/2" 12'-01P 3 1/2" 20'-8" PROVIDE SOLID 131.10CKING FOR BAIH ACCESSORIES & D F URE GRAB BARS 2'-0" 9' - 5 1 2" 5 1/2" 43'-0" C \ \ B r r 3 1/2- 5" 2'-0" 14'-6" 10" 14'-1" NOTE: WINDOW TYPES AND LOCATIONS VARY. SEE Cl TNI"TNrm%nh1 f TT'ATTM "TT-kTTM c, A » BUILDING PLANS FOR SPECIFIC WINDOW LOCATIONS. SCALE: 1 /4"=1'-0 896 NET SF. NOTE: WINDOW TYPES A ND 2-RF.T)RnnM TTNTT "TTNTT-?C" BUILDING PLANS FOR LOSPECIIFIIC WINDOW LOCATIONS. SCALE: 1 /4"=1 '-0" 896 Net SF. 3 1/2" 5 1/2 1 1'-9" 13'-0 1/2" C OPEN WEB WOOD Ref I 00 FLOOR TRUSSES ABOVE @ 24 O.C. OPEN WEB WOOD B p FLOOR TRUSSES ABOVE @ 24' O.C. 1-HR LOAD � co CARPET B BEARING D K'/ n 2 A (OPP.) I VCT A6.1 r N B (OPP.) C \ II 0 rO �� IC PROVIDE FLR/CLG. c•i OABOVEiv L CIO17. 6 X 68 DW 00 x r 'l '— — I r N L ` �� (2} 28 X 68 GPRP 0 - I N _..i 2'-0» 3'-3" 5'-0" 2'-6" S&R w " 0- z 00 CY O w iXo 77O qT 0 3 1/2„ -J I 5 1/2" B3 1/2°° 5'-0» '-4" 3'-8" 3 1/2" � CARPET \ I-'' B VCT N = v O \ oo � `O iv a � �- 5 1 o X 61 '- 1- H R LOAD `t °- C A 0\ m �m d 6.1 `n BEARING r oW m r� �� w< D/ o " D wz�0 0 \ PROVIDE FLR/CLG 0- ABOVE F V)� 00 >U wP I " 0^ N r p am¢tL S&R X N C p CD x 00 co N 10N x =>- C \ E r p ory M N L IW A B 3 1/2)) 0I 5'-10" CAR ET 31-8„ C N 0 `- 3 1/2" 1'-8"MEC . LOU ER M01 2 r r C r C 1 A A5.1 LO U N 0 0 N 0 I N N r 1'-3" ir) 1/2') 0 r 1-HR TENANT 0 SEPARATION M r 0 1 N � V, \ z Q� CL LO � oC:� 3 w� C� p j r �o¢o �I r 6'-4" 2'-7" 6'-7" 4'-2" 2" CAVITY 12'-8" 13'-4" 26'-0" NOTE: TYPESVARY. SEE 2-BEDROOM UNIT "UNIT-2B BUILDDING OW PLANSAND FORLOCATIONS SPECIFIC WINDOW LOCATIONS. SCALE: 1/ 4"=1 '—31-0» 12-0 0" 896 NET SF. „ 13'-6" 15'-4" 5 1/2" 1 /2" GWB DRAFTSTOPPING q 1-HR TENANT ON SID� PF FLQLOR TRUSS SEPARATION ABOVE A LOW R UNITS Ln ONLY) -REF. ---- 0=0 — I 10 U N O N A I `I LR . --� CARPET N o 2 B(OPP.) 0I PROVIDE FLR/CLG. FO \ O w A6.1 II ic) ABOVE r >o DW 48" HIGH WALL WITH 0 m m PLASTIC LAM. TRIM wzm m �D Q� r� N C 9'-0" o 0 VCT U C° I 1-`13� X I r ~ FLUSH N \ "� iv ENTR A o 0 � D 3'-0"x7'-0" C OUVER� I 1-HR LOAD L — J N J 3'-0"x6'-8" BEARING CASED OPNG. 5'-1 3/4" 0 D 1-HR LOAD 210 X �8 HALL 00 IN 210 X 6 o o BEARING 3 1/2 3�_ CARPET M 1/" 3 1 /2 N E � o p 2 4 X 68 " O 1 _ Co a0 w �p �0 BR. _ ' x W/D -� E BR Q CARPET (2) 2 X 6 8" p CARPET z w PROVIDE FLR/CLG.O (2) 26 X 68 N w ABOVE I N A L• o � _ 0 0 L0 1 B A6. D o V) LO o C 2-24LO " TI/L `- N PROVIDE SOLID \ C BLOCKING FOR C B D BATH ACCESSORIES & Ln 5 1 /2" FUTURE GRAB BAR;3 1 " 3 1/2" 14 -6" 2'-O" 9'-5 1/2" 2'-0" 12'-O" 43'-O" 8'-3" I 14'-1 " 1 20'-8" NOTE: WINDOW TYPES AND LOCATIONS VARY. SEE Cl T1%inT'1T1%r%/til r TT'ATTM "TT%TTm C-NT\» BUILDING PLANS FOR SPECIFIC WINDOW LOCATIONS. SCALE: 1 /4"=1 '-0" 896 Net SF. r tf') 0 0 N 00 METRO DESIGN Q 1998 ALL RIGHTS RESERVED. (COPYRIGHT PEN -DING) COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR SPECIFIC STATUTORY DAMArFS; ROTH CIVIL AND rRIMINAI_; THFSF ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. STATE CODE AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. Developer: THE METRO REALTY GROUP LTD 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 t�'kp7So�.�1L�1 �LJ ARCBrrECTS P.C. 16 SPRING LANE FARMINGTON, CT ' 06032 ' (860) 677-2801 This drawing is the property of the Architect; has been prepared specifically for the Owner for this project at this site, and is not to be used for an other purpose, location. r owner. withoutns n f h Ar ht N/VFcl �# yV.S R. z PLAN NORTH Consultants, Hillcrest ADULT HOUSING South Windsor, Connecticut Associated Architects Project NO. 07086 5 1/2" ENLARGED TWO BEDROOM UNIT FLOOR PLANS ( UNITS 2A, 2131 2C, & 2D) Date 12 OCT. 2007 Scale 1 /4"=1'-0" Drawn CCC . Checked CRN 12'-0" 31'-0" 12'-0" RevisionsPRELIMINARY - 12 OCT. 2007 N-1 1 TV V 13'-6" 8'-10" 11 '-8" 9'-0" 5 1 /2" 13'-6" 16'-1 1 /2" 5 1 /2" � ISSUED FOR CHFA REVIEW 3 1/2" 5 1/2" 3 1/2" 3 1/2„ N 5 1 2" Q 26 SEPT. 2008 N 1-1q 1-HR TENANT / 1/2" GWB DRAFTSTOPPING U 5 1 /2" 15'-3 1 /2" 2'_p" 9' 5 1 /2" 2'-0" 12'-0" 5 1 /2�SEPARATION ON SID� TQF F�OOR TRUSS N ABOVE A LO ER UNITS ONLY) PROVIDE SOLID Ref. N ROOF TRUSSES ABOVE N C A BLOCKING FOR C @ 24 O.C. i BATH ACCESSORIES& `� FUTURE GRAB BANS LR. A C - S N 2 B i o CARPET ABOVEDE CL G ROOF TRUSSES ABOV A6.1 %C) @ 24 O.C. ^ C " :JDW1 48" HIGH WALL WITH i B R• ( \ .11 B 65 D/ \ o > d C of I l/ D I PLASTIC LAM. TRIM CARPET 66 m � BATH � .00 6 8 (n (3» N �U Q CID1 2)2 X B R 0 U� x 00 PROVIDE CLG. GO ( X 68 co FLUSH A I r� N I N ENTRY ABOVE o W/D — E CST R N co 1 E -Cto \ E 3° X 7° MECH. CT ^ 4 oOL A5.1 a LOUVE o �3/4$) O - N L - - J cfl 3 1 /2" 4,_ ,� N N 3,- "x6'-8 5 1/2" - N 2 2 6 3 1 /2 10 CASED OPNG. HA ^ (?)/2 4 8 T 2 }X 6 '-1 3/ ' 2103 1� „ ^ PLATFORM 21 X a '� 5 1 /2" 10 10'-5» 4' " I I/F ^ SET' ON 3-0x6- `�' C HALL n W �'. _ > (- -- 0 ASED 0 3 1/2- v 3 1/2" 0 _0I 4 6 a m N E I N E C MECH. N CT cfl 0 - N 3° x 7° LOUVER - N rn R 3 1 /2 o W/D WE^ I cWn o 3'_ N co FLUSH s i� N n �`0 FNITRY B ^I L X 6 �� _ n .I N I ".,,., CARPET 2 26 X 6$ � N ROOF TRUSSES AT 24"O.C. U N p K � PROVIDE CLG. GO ^ AT UPPER LEVEL UNITS �• o N ABOVE ( ) L • ^ AT _O O �=i \ 4fi' HIGH WAI I WITH C PROVIDE CLG. OG I M B R u7 _ I B A6. ^ PLASTIC LAM. TRIM co I I`n C \ CARPET C 2 0 < A5.1 B I I o 2A 24 T L Lo LR . C° n A III CARPET D nn ninny nni ,n N 1-HR TENANT rnwlut �Uuu REF. /- co 1-HR TENANT `j > A SEPARATION BLOCKING FOR BATH ACCE B B S & 3 1/2" C I SEPARATIONLO Ir (14 5 1/2" 15'-3 1/2" 2'_p" 9'-5 1 /2" 2'-0" 12'-0" 51 /2" 1 /2" GWB DRAFTSTOPPING N ON SIDE OF FLOOR TRUSS 3 1/2" 5 1/2" 3 1/2" \ 5 1 /2" ABOVE (AT LOWER UNITS ONLY)1 A Q „ Q '0 1 U 43 -0 jj 1 N I 5 1/21 I x 13'-6" sk ■ I� ■ a` 1 1 2" i I I 5 1/2" \ I N 0 I N t1 ry LiaL i. V V .6Vi V i I i V-• i — I — — SCALE: 1 /4"=1 ,-0" 968 SF. 12'-0" 5 1/2" 13'-6" 5 1/2" 16'-1 1/2" 1-HR TENANT SEPARATION 5 1/2" 12'-0" 11 Ref. r�f `— • • O qOo - ' ROOF TRUSSES ABOVE Va 24 O.C. i C A (OPP.) I ABOVEIDE CLG. O M A6.1 B (OPP.) of 48" HIGH WAI_I_ WITH n Q-- �iAD \ 3 1 /2" PLASTIC LAM: SAP LR . CARPET LO \ ^ N N FLUSH ENTRY o E _ E 0 ^ < E� X o - R o s N •LIVER 10 N CASED OPN . N 0 210 X 68 00 210 X 68 68 SE HONUNI > � �, I H�L-rnI ` x P TFORM ^ O m CLG. O VC N I NPROVIDE UABOVE p . o _ BR. 1 N N CARPETBR• r A5.1 - I `� CARPET �- (2) 26 X 6$ EX q _ C o PROVIDE CLG. CO C d I I coLO 0 O ABOVE ° (2) 26 X 68 LO A C 2-24" TOWEL, PROVIDE SOLID BLOCKING FOR C A 3 1/2" D FUTURECGRABOBAR & 5 1/2" 16'-0 /2' 2'_p" '-5 1/2" 5 1/2" 13'-8" 12'-1 It 43'-0" 12—BEDROOM UNIT "UNIT-2G" 3 1/2" 1 1'+3" 3 1/2" 8'-3„ SCALE: 1 /4"=1 '-0" 968 SF. r 1-HR TENANT I SEPARATION N 2'-0" 5 1/2" 2" CAVITY NOTE: WINDOW TYPES AND LOCATIONS VARY. SEE 2—BEDROOM UNIT "UNIT-2F" BUILDING PLANS FOR SPECIFIC WINDOW LOCATIONS. SCALE: 1 /4"=1'-0" 968 SF. 2" CAVITY 26'-O" 2" CAVITY , 2—BEDROOM UNIT "UNIT-2H" SCALE: 1 /4"=1 '-0" 968 SF. METRO DESIGN ©1998 ALL RIGHTS RESERVED. (COPYRIGHT PENDING) COPYRIGHT WARNING: FEDERAL COPYRIGHT PRnfirrmnm EXTirmniz Tn nRmmmm Amn MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR SPECIFIC STATUTORY DAMAGES, BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. STATE CODE AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. Developer: THE METRO REALTY GROUP LTD 6 EXECUTIVE DRIVE FAmitti .mN[ T mwiq AaCBITEM P.C. 16 SPRING LANE ' FARMINGTON, CT ' 06032 ' (860) 677-2801 This drawing is the property of the Architect; has been prepared specifically for the Owner for this project at this site, and is not to be used for an other purpose, withoutlocation. or owner, ��QF DES R. mm\ "Ns u A ,y ww Q 532111N om PLAN NORTH Consultants, Hilicrest ADULT HOUSING South Windsor, Connecticut Associated Architects Project NO. 07086 ENLARGED TWO BEDROOM UNIT FLOOR PLANS ( UNITS 2E, 2F, 2G, & 2H) Date 12 OCT. 2007 Scale 1 /4"=V-0" Drawn CCC Checked CRN 7" rm/ITY rwITY Revisions PRELIMINARY - 12 OCT. 2007 N d- d- I 00 I N 0 I 0 I N r-"'�,,.2-.BE.DR.00.M.UNI.Il.'"'U.NIT.-2I.'"'.... SCALE: 1 /4"=1'-0" 968 SF. 12'-0" 31'-0" , 2-BEDROOM UNIT "UNIT-2K" SCALE: 1 /4"=1 ' -0" 968 SF. CD N 12'-0" 31'-0" 12'-0" 2-BEDROOM UNIT "UNIT-2J" SCALE: 1 4"=1 '-0" y9 SCALE: 1 /4"=1 ' -0" 968 SF. SSUED FOR CHFA REVIEW 26 SEPT. 2008 METRO DESIGN ©1998 ALL RIGHTS RESERVED. (COPYRIGHT PENDING) COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PRO:"DES FOR SPECIFIC STATUTnRY DAMAGES, BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. STATE CODE AND REPRODUCTIONS ARE STRICTLY Developer: THE METRO REALTY GROUP LTD 6 EXECUTIVE DRIVE FeaMINrTnNCT n6n42 CAAS�/-�r1���' lt'I1 �i1.J Cii rrEM P.C. 16 SPRING LANE ' FARMINGTON, CT ' 06032 ' (860) 677— This drawing is the property of the Architect; has 6 prepared specifically for the Owner for this project 4 this site, and is not to be used for any other purpi �401 O m� F m PLAN NORTH ®�`'R•+�•••:� l'S'���' Consultants, Hillcrest ADULT HOUSING South Windsor, Connecticut Associated Architects Project NO. 07086 ENLARGED TWO BEDROOM UNIT FLOOR PLANS ( UNITS 21, 2J, 2K, & 2Q Date 12 OCT. 2007 Scale 1 /4"=1'-0" Drawn /� CCC Checked CRN 406 Revisions / PRELIMINARY - 12 OCT. 2007 ^, ^„ "I 1 —U „ 31 —O 5 1/2" 16'-1 1/2" 13'-6" 5 1/2" ISSUED FOR CHFA REVIEW 26 SEPT. 2008 12"-0" 2"-0" 2'-0" 1/ L I - FT1 �j L_ / 74 O_O ____ _ C N ROOF TRUSSES ABOVE N O( 5 W CV O 0 _ B R. \ d ® 24' O.C. I > \ 0 `O I LR. C ARPET �' c i 48" HIGH WALL WITH i PROVIDE CL — a, CARPET o ( PLASTIC LAM. CAP A � AB OV (2) 2s X 68 ( I I I _ _ rr1 a�i A 3v6» � . l�.J 00 (2) 26 X 68 °' `n B As., k14 CARPET 00 AT ro �' _I E `vAVCT JFE IDE CLG. I c C° x (2) 2s 6s C �' AR �- - K13� N E \ -o"0'-5 3/4" N N ALL co \ I \ E .— 1 A5.1 _" N M \CARPET 10 s 10 s " 30 X 70 — 0 3'—Ill O6 t CASED OPN .- r 1 N E o I E - O 3 1/2" N ,, 3 8 --J N N 00 C° 10'-5 3/4" N 2�0 X 68 5 -3 3/4 u ,0 CASED G. 2 X 6 s p�° x \ - 511 34 /CARP N N �t 00 `- ; T i� `— 3 K D C 6 CARPET X �8\2) PROVIDE CLG. g R ABOVE o00 N N 2sX a 6 B (2) 2s X I(2) 68� n(m. CARPET CARPET PROCLG.O l� � \/ ROVIDE C LG.\ABOVE ^ ROOF TRUSSES ABOVE � 1 o GABOVEVIDE N 4 24' O.C. O 0 `° i `n i a N - =0 - - - - - - CARPET �- 4 TO PROVIDE �;QLIT— BLOCKING FOR & 5 1 /2" FUTURE GRAB I I 5 1/2" 16'-1 1/2" 5 1/2" 12'-0" 2'-0" 9'-5 1/2" 2'-02' 15'-3 1/2" 5 1/2" v 13'-6" N 3 1 3 1 /2" 5 1/2" 3 1/2" D_ 1QVnDnn11,f TTXTTrP "TTNTTrP our" i rr — L) i1i 1J11%,VlJ1V1 V1N11 V1.N11 —Fr1V1 SCALE: 1 /4"=1'-0" 968 SF. , 2—BEDROOM UNIT "UNIT-20" SCALE: 1 /4"=1 '-0" 968 SF. 0 DUln'O(T*K1TT2TTXT1 11kT;" F: n rd— D .0 1J 1% "P nq %Jaw 1 I V 1N liftf' SCALE: 1 /4"=1 '-0" 968 SF. RsLoll tiall RIATMILTJ�■■►\■Y�■■►\■YUNOaJ!� METRO DESIGN QC 1998 ALL RIGHTS RESERVED. (COPYRIGHT PENDING) COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR SPECIFIC STATUTORY DAMAGES, BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED uY TITLE 1' OF . H€ U.S. STATE CODE AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. Developer: THE METRO REALTY GROUP LTD 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 MIMI 1.1.11 ASSOCIATED AR P.C. 16 SPRING LANE ' FARMINGTON, CT ' 06032 ' (860) 677-2801 This drawing is the property of the Architect; has been prepared specifically for the Owner for this project at his site, and Is not Ito be used for an other thout consent of the purpose, •°°�F C 0 Ni'�. *` 0 NF •. Fri S,�Q���� tiS R. Clj'•,M a � = u ? \eeeee e PLAN NORTH Consultants, Hillcrest ADULT HOUSING South Windsor, Connecticut Associated Architects Project NO. 07086 ENLARGED TWO BEDROOM UNIT FLOOR PLANS ( UNITS 2M, 2N, 20, & 2P) Date 12 OCT. 2007 Scale 1 /4"=1'-0" Drawn CCC Checked CRN Revisions 00 I N 0 I N �" 2-BEDROOM UNIT ""i.iNIT-2Q"" SCALE: 1 /4"=1 '-0" 968 SF. 43' —0" , 2-BEDROOM UNIT "UNIT-2S" SCALE: 1 /4"=1'-0" 968 SF. 0 i "co N 43'-0" , 2-BEDROOM UNIT "UNIT-2R" SCALE: 1 /4"=1 '-0" 968 SF. PRELIMINARY - 12 OCT. 2007 SSUED FOR CHFA REVIEW 26 SEPT. 2008 METRO DESIGN (C) 1998 ALL RIGHTS RESERVED. (COPYRIGHT PENDING) COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR SPECIFIC STATUTORY DAMAGES, BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. STATE CODE AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. Developer: THE METRO REALTY GROUP LTD 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 ■ A&SOMTM TS P.C. 16 SPRING LANE ' FARMINGTON, CT ' 06032 ' (860) 677-2801 preparea speciticauy for the owner for this project at this site, and is not to be used for an other purpose I wiArchitect, 4C 0 N N ° ES R. 253?- PLAN NORTH Consultants, Hillcrest ADULT HOUSING South Windsor, Connecticut Associated Architects Project N0, 07086 ENLARGED TWO BEDROOM UNIT FLOOR PLANS ( UNITS 2Q, 2R, & 2S) Date 12 OCT. 2007 Scale 1 /4"= V-0" Drawn CCC; Checked CRN 408 5 1/2" 15' — 4" 31'-0" 51 13'-6" 1'-3 1 1 q 1—HR TENANT A l—HR TENANT SEPARATION SEPARATION a N (D �— O 0_______ �0 1/2" GWB DRAFTS OPPING I I O REF. l 1 (3 ON SIDE OF FLOO TRUSS N t O above N 48" HIGH WALL WI H e PLASTIC LAM. CAP II 0 000NC o RETAINING m L R. I DW WALL A CARCE— T I rn mp B2 0 Ld PROVIDE 1 /2Co C I AB(7VE j CT5'-5 1/2„ z 4' —0" 5 0 M1/2»� xop �N 0 w 3° X 7a I BEARING 4 —0 — J o NCEALED S&R N H �I` / MPH, NIT 2$ X $ 0 5 —OZ o X 6 4'-0' p F o (2) 16 o PLATFORM N `► H A LI I W/D O @ v N 2— / - CAR O > O Co A5.1 � m X m cn I__V= I o BR. NL, CJ N NTTY B CARPET w i— L A PROVIDE FLR/CLG FO B a BE Sal 0 ABOVE o (2) 2° X 68 E i_ 0- 4"S&R BR TOW U N PROVIDE SOLID �>SEPARATION 1—HR TENANT q 1—HR TENANT BLOCKING FOR SEPARATION BUTHRECCESSOR GRAB RS & 5 1/2" 14' —1 1 1/2" LL 3' — 6» 6' —10" 1„ 3 1/2" 5 1 /2" 321" 11 1» 31» 2 1—BEDROOM UNIT "UNIT—IC—HC" 1 SCALE: N.T.S. 737 Net SF. Coat / Hook 12" / PO �_ \ J \ 14%22" Rece sed Med Cabinet Light fixture Plpte glass mirror 30„ 6' 4" Back Spla / t all walls Vanity unit 00 q, — _ N _ inyl b se » , Control area (typ.) — 2 —9 18" 1 a a 1—BR UNIT BATHROOM ELEVATIONS SCALE: 1 /4"=1 ' —0" ACCESSIBLE NOTES: 1.) (BOCA 1107.4.2) ACCESSIBLE DWELLING UNITS: "IN OCCUPANCIES IN USE GROUP R-3 WHERE THERE ARE FOUR OR MORE DWELLING UNITS ALL DWELLING UNITS SHALL BE TYPE B UNITS." 2.) (CT SUPP. 1107.4.2.2) USE GROUP R-3: "ANY COMPLEX OR BUILDING WHICH IS NOT PART OF A COMPLEX, DESIGNATED, CONSTRUCTED, OR SUBSTANTIALLY RENOVATED AS USE GROUP R-3 MULTIPLE SINGLE—FAMILY DWELLING WHICH CONTAINS 10 OR MORE DWELLING UNITS SHALL PROVIDE AT LEAST ONE TYPE A DWELLINGS FOR EVERY 10 UNITS OR SUBSTANTIAL FRACTION THEREOF IN ACCORDANCE WITH THE REQUIRMENTS SET FORTH IN ICC/ANSI A117.1." (8) BUILDINGS @ (22) UNITS EACH = 176 UNITS TOTAL 176 UNITS x 0.1= 17.6 UNITS (18 TYPE A UNITS REQUIRED) 3.) (ICC/ANSI A117.1 CHAPTER 10) (1002 TYPE A DWELLING UNITS) ALL DWELLING UNITS SHALL COMPLY WITH THE REQUIRMENTS SET FORTH IN CHAPTER 10, SECTION 1002. WE HAVE PROVIDED FOR EACH UNIT TO BE TYPE A ADAPTABLE USING THE FOLLOWING EXCEPTIONS: (1002.11.3) LAVATORY EXCEPTION: CARBENETRY SHALL NOT BE PERMITTED TO BE ADDED UNDER THE LAVATORY, PROVIDED SUCH CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE LAVATORY, AND PROVIDED THE FLOOR FINISH EXTENDS UNDER SUCH CABINTRY. THE VANITY SINK BASE WILL BE EQUAL TO ARMSTRONG HASB33REMx21 HANDICAP ADAPTABLE DOUBLE DOOR VANITY WITH REMOVABLE FRONT & FLOOR. ALSO PROVIDE A (3) DRAWER HANDICAP ADAPTABLE BASE 32 1/2" HIGH x 21 " DEEP (1002.11.6) BATHTUB. BATHTUBS SHALL COMPLY WITH SECTION 607. EXCEPTIONS: 1. THE REMOVABLE IN —TUB SEAT REQUIRED BY SECTION 607.3 IS NOT REQUIRED. 2. GRAB BARS ARE NOT REQUIRED, PROVIDED THAT REINFORCMENT HAS BEEN PROVIDED IN WALL TO PERMIT THE INSTALLATION OF GRAB BARS COMPLYING WITH SECTION 607.4. (1002.12) KITCHEN (1002.12.3.1) CLEAR FLOOR OR GROUND SPACE EXCEPTION: CARBENETRY SHALL NOT BE PERMITTED TO BE ADDED UNDER THE WORK SURFACE, PROVIDED SUCH CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE LAVATORY, AND PROVIDED THE FLOOR FINISH EXTENDS UNDER SUCH CABINTRY. e gra FC] NOTE: 0 N N I \ Provide and solid blocking in wall framin for mounting grab bars, door sop and all bathroom accessories. provide m.r. avp. bd. on all walls. ONE PIECE TUB AND WALLS. TUB MANUFACTURER TO PROVIDE REINFORCING FOR GRAB BARS. REINFORCING SHALL RESIST A MINIMUM OF 250# APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE OR SUPPORT STRUCTURE. (1002.12.4) SINK (1002.12.4.1) CLEAR FLOOR OR GROUND SPACE EXCEPTION: 1. CABINETRY SHALL BE PERMITTED TO BE ADDED UNDER THE SINK SUCH CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE SINK, AND PROVIDED THAT FINISHED FLOOR EXTENDS UNDER SUCH CABINETRY. 2. ADJUSTABLE —HEIGHT SINK COMPLYING WITH SECTION 1002.12.4.3 ARE NOT REQUIRED TO PROVIDE KNEE CLEARANCE WHERE PLACED AT A HEIGHT BELOW 34 INCHES (1002.12.4.2) HEIGHT EXCEPTION: SINK AND COUNTER THAT IS ADJUSTAVLE TO VARIABLE HEIGHTS 29" MIN. AND 36" MAX., PROVIDED ROUGH —IN PLUMBING PERMITS CONNECTIONS OF SUPPLY AND DRAIN PIPES FOR SINK MOUNTED AT THE HEIGHT 29 INCHES. 4.) THE KITCHEN CABINETS SHALL BE ARMSTRONG HANDICAP ADAPTABLE SERIES WHICH ARE 32 1/2 INCHES TALL BASE CABINETS. THE PLASTIC LAMINATE COUNTER TOPS ARE 1 1/2 INCHES THICK. THE FINISH COUNTER HEIGHT SHALL BE 34". BASE UNITS AT SINK AND REQUIRED KNEE SPACE SHALL BE HAVE A REMOVABLE FACE AND FLOOR. THE FLOORING FINISH SHALL RUN UNDER THE REMOVABLE CABINETS. 5.) THE DISHWASHER SHALL BE ENCLOSED WITH (2) 35 1/2" TALL END PANELS AND A PLASTIC LAMINATE COUNTERTOP TO ALLOW THE USE OF A STANDARD DISH WASHER. 6. PROVIDE A DROP —IN RANGE WITH SIDE HINDGED OVEN DOOR. 7. ALL PLUMBING FIXTURES AND CONTROLS PROVIDED SHALL BE COMPLY WITH ICC/ ANSI A117.1 N r 1'-3" 3 1/2" 5 1/2" 3 1/2" 1'-8" 6'-10 1/2" 3,-6„ PROVIDE SOLID BLOCKING FOR BATH ACCESSORIES & FUTURE GRAB BARS S&R Z 18 X 6$ —! °( Li" Towel 4 B(OPP.)ba 6.1 B. <E>— ( CI.� 4' °VAN I 0' 14'-1 1 1/2" 0 Co (2) 20 X 68 0) B R. N X d- CARPET a� /� _ PROVIDE C .Gc N V Ll a 8 ABOVE / 0 0 4'-0" v s X 6_ H 5' p" D SE ONUI p ARP 1a $ � TFORIt �N 2 X 2 X 6 1_Cz3N7E7LE1J_ o HEADER I 3 X 7 N 5 —p„ X 5'-3 1 /2" 4' 0" 4'-2" 5 1/2" ��ZtN N r � K / o- P8Lq' HIGH WA CA ITH N 4 n Q r 3' 6" pW 15'-4" �o I 4 B I �' CARPET s., ' I A PROVIDE CLG.Ooz I (0 1/2" WB DRAFOTSTOPPING VE �� —Ref. — — — O— O — -// i ON IDE OF FLOOR TRUSS O O I1—HR TENANT O SEPARATION 1—BEDROOM UNIT "UNIT—IH—HC" SCALE: 1 /4"=1'-0" 737 Net SF. 1—BEDROOM UNIT "UNIT-1 G—HC" (MIRROR UNIT TYPE 1 H—HC) SCALE: 1 /4"=1 ' —0" 737 Net SF. Provide 28" Wide Soffit to conceal exhaust duct (coordinate Hood Electrical Connection Location.) // Filler // Filler 2'-0", 2'-0", 2'-6/$, 2'-9" I'2'-6" Pantry Uint W/ (4) roll —out Shelves Hood Provide Compliant Wall Switch lastic Laminate ap w/ Selfedge )o not seam on ving room side) 4" Backsp lash ; ° — — /inyl Base 1 " Panel 2 iRLER 4'-0" 2'-6" 2'-9" 2'-9" —6' 1„ 3,_0„ WND CPB r- W/ R"E (REMOVABLE (21 REMGERATOR 18�`AMR� PMEL gSHW SMER DISKWAVM DOOR. 1 NtA DOORS. (2) DRAWERS R -E (s SREVS ,7'-6" (V.I.F.) ,> 6" (V.I.F.) _ — TYPICAL KITCHEN ELEVATIONS SCALE: 1 /4"=1'-0" TYPICAL ACCESSIBLE TUB DETAIL 9„ (230 mm 2'-6" (760 mm) MIN. PARALLEL APPROACH 4'-0" (1220 mm) MIN. PERPENDICULAR APPROACH--� ADJUSTABLE HEIGHT HAND SHOWER 24" (610 mm) MIN. MOUNT CONTROLS IN THIS AREA ONLY �O 0 d- KITCHEN NOTES: G.C. to provide shop drawings for orhitect's review. All finish flooring shall extend under removable cabinets, range, refrigerator and dishwasher to ensure units adaptability Provide 2 coats of marine varnish to counter edges at all sink cutouts. All range hoods shall be hard wired to a HCP compliant wall switch. Casework under sink and adaptable work surface shall be removable with —out removal or replacement of sink and/or work surface. Countertop at adaptable worksurface and sink shall be adjustable from 29" to 36" upon removal of casework. TYPE -A UNIT LOCATION PLAN UNIT 1 H—HC ENTRANCE TYPICAL ALL ,) BUILDINGS) Revisions PRELIMINARY — 12 OCT. 2007 ISSUED FOR CHFA REVIEW 26 SEPT. 2008 METRO DESIGN C 1998 ALL RIGHTS RESERVED. (COPYRIGHT PENDING) COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR SPECIFIC STATUTORY DAMAGES, BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. STATE CODE AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. Developer: THE METRO REALTY GROUP LTD 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 ASSOCIATED ARCBTIEM P.C. 16 SPRING LANE ' FARMINGTON, CT ' 06032 ' (860) 677-2801 This drawing is the property of the Architect; has been prepared specifically for the Owner for this project at this site, and is not to be used for an other purpose, location. i rchi s`% O3 C 0 NN!1111 ES R. 0 1✓1 P w may": ��✓f �� 2 532100NMENEXEN" A?, t�+Iflll►l►►►►►�1 PLAN NORTH Consultants, Hillcrest ADULT HOUSING South Windsor, Connecticut Associated Architects Project NO. 07086 TYPE-1-HC UNIT PLANS & DETAILS - - - -. Date 12 OCT. 2007 Scale AS NOTED THE TOTAL PROJECT CONSISTS OF FOUR, TWENTY TWO UNIT BUILDINGS OR (88) TOTAL UNITS. FIFTEEN Drown PERCENT OR (13.2) FOURTEEN UNITS ARE REQUIRED TO BE TYPE A UNITS. PHASE I WILL BE CCC FOUR BUILDINGS OR 88 UNITS AND WILL HAVE (14) TYPE A UNITS. Checked CRN Revisions 12'-0" 1�'-6 30 30year pees ap� 1 15#Felt . . PRELIMINARY — 12 OCT. 2007 1 /2" 5-ply CDX plywood sheathing Alum. dripe edge ISSUED FOR CHFA REVIEW NOTE: MECHANICAL ROOMS SHALL BE 26 SEPT. 2008 FIELD LOCATED. (1) MECHANICAL ROOM Rake trim. Metal clad ------- N SHALL BE PROVIDED PER BUILDING. 1 x4 trim over 1 x8 trim on 1 X6 rough sawn 12" X 12" LOUVER HIGH // w+cnrl 1-1lr u,nll necemhly 111 of shIVI g to underside of roof sheathin vinyl SlClln over > WALL FRAMING -AT (1) / (1) LOW Tyvek building wrap >< I(o""O.GX�o 00 0 1 /2" OSB sheathing 0 00 Pre-engineered roof Extend 1-Hr wall assembly As.1 I trusses @ 24" o.c. to underside of roof sheathing '- 5/6" GWB. IASTEN WITH 1-1/4" 10 <v SCREWS 611O.C. AT EDGES I I ( AND 12"O.C. AT FIELD N _ _ _ _ .. 1'_n" (TYP. BOTH SIDES) OIYP'C AL MECH. RM. PLAN7 fJ f 7f SCALE: 1 /4 =1 —0 RIDGE 'FLASH' VENT \\ � 2X8 RAFTERS 1 /2" CDX PLYWOOD 25 YEAR ARCHITECTURAL SHINGLES OVER 15# FELT PROP —A VENT ICE & WATER SHIELD (TYP.) MTL. DRID EDGE R-38 BATT. iNSU ALUM. GUTTER W. 4 MIL. POLY VAPOR BARRIER 2X8 SUB —FASCIA ALUM. FASCIA PERF. VINYL SOFFIT 5/8" GYP. BD. 1 X8 ALUM. CLAD FRIEZE BOARD ON 3/4" PLYWOOD SPACER R-19 FIBERGLASS 4 MIL. POLY. BATT. INSUL. VAPOR BARRIER 2X6 STUDS @ 16" O.C. BUILDING WALL 1 /2" O.S.B. TYPE 'C' SHEATHING TYVEX AIR INFILTRATION BARRIER (4" CONC. SLAB W/ VINYL SIDING 6X6 W1.4XW1.4 W.W.F. 1 x8 VINYL OR ALUM 6 MIL. POLY CLAD SKIRT BOARD 1 VAPOR BARRIER 6" OF 3/4" 8" CONC. F UNDATION STONE 2" RIGIDJ,_� INSUL. -7 COMPACTED STRUCTURAL FILL (95% COMPACTION) CONTINUOUS 2X4 KEY 12" X 24" CONC. FOOTING MECH. RM. SECTION J SCALE: 1/2"=1'-0" 30 year shingles 15# Felt paper 1 /2" 5-ply CDX plywood sheathing \ 5/8" GWB ceiling R-19 Batt. insul. 2X8 Rafters 16" O.C. 5/8" Gyp. bd.— 4" Conc. slab with 6X6 W1.4XW1.4 W.W.F. (6 mil, poly vapor barrier Alum. dripe edge Rake trim. Metal clad 1 x4 trim over 1 x trim Perf. vinyl soffit 1 X8 Alum. clad frieze board on 3/4" plywood spacer Vinyl siding over 'Tyvek' bullUlI;g wrap 1 /2" OSB sheathing Brick mold insulated meta door w/ weather stripping and threshold. `-6" of 3/4" stone 2" Rigid insul. Compacted structural fill (95% Compaction) Continuous 2x4 key 12" X 24" Conc. footing MECH. RM. SECTION SCALE: 1 /2"=1 ' —0" Provide; ig at ceiling plates nt paration Y 3 shall be ng pa�t$t�ions at the top shell be . ectIng. Flrecaulk CONTINUITY OF TENANT S EPARTI O N PARTITION SCALE: 1 1 /2"=1 '-0" DA co pliant, metal t resh0 set In mastic Door 2x6 P.T. sill co+ nr, *ill ccnlcr_ \ �s-T-r i3/4" Blocking VV1 V11 -111 —1—V - 1-11 3 Cretefloor .11 Rubber membrane. Extend 4" 'G yP— ' min. 8" vertically at covering over 3/4" adjacent walls T&G ADVANTECK subflooring i \ / Expansion joint ° R-1 g Batt o e 0 o insulation :a °' UQ ' Conc. sidewalk 2x Nailer ` • 24 a 6" Compacted gravel base N2 — — d., - I . - a, a° 10" Thick cone. wall F v Bituminous mastic Floor trusses s. ' a Q damp -proofing at 24"o.c. B a NOTES: 1. Maximum vertical change e , . in elevation shall not exceed ° 1/4" high. a, a 2. Provide rubber membrane from finish floor to below grade rade at all location that 10" �, Tlnish floor is less than 8 above finish grade. DOOR SILL @ UPPER LEVEL SCALE: 1 1 /2"=1 ' —0" DA co pliant• metal t resholl set In mastic Door 2x6 P.T. sill \ y Rubber„ membrane. Extend set on sill sealer min. 8 vertically at adjacent walls 4" Conc. slab with Ex ansion oint 6x6 W1.4xW1.4 WWJ F. p filler ° d ° o ° ° 000 8 ° Cone. sidewalk ° 9*0 6 Mil. poly vapor b ° barrier ° ° 6" Compacted gravel " base 2„ 6" . p op NOTES: Compacted structural ° fill. 1. Maximum vertical change in ip95% compaction) . elevation shall not exceed 1/4" high. RR 0 Ion.p x en�r 2. Provide rubber membrane from finish floor to below insula grade down 2'-0" below slab. grade at all location that ° . finish floor is less than 8" 8" Thick cone. ° . d above finish grade. ° frost walls D ° 8„ DOOR SILL @ LOW R LEVEL SCALE: 1 1 /2"=1'-0" R-38 Batt -� INSULATION G 5/8" GWB ceiling 2X4 CONTINUOUS NAILER FIRE SAFING 5-Y2" SOUND ATTENUAT CONTINUOUS SHEET METAL BATiTT INSULATION Mi 5/8" GWB ON O- 6� BOTH SIDES OF PARTITION L� e-N -- 2" CAVITY 1 Tenant Separation at Stepped Gable SCALE: 1 "=1 ' —0" PRE-ENGINEERED FLOOR TRUSSES AT 24' (TYP.) 3/4" 'GYP-CRETE' COVERING OVER 3/4" T&G „ADVANTECK --- ,- SUBr LOURING. t I TN.) 1 EXTEND 2ND LAYER OF GYP. BD. TOP AND BOTTOM FOR FASTENING (1) LAYER OF 5/8" TYPE 'X' GWB, ATTACHED TO TRUSS, AT EACH TRUSS, CONTINUOUS. FIRE `5/8" GWB s 142" RESILIENT C ANNELS AT 24"O.C. 2X4 CONTINUOUS NAILER FIRE SAFING CONTINUOUS ALUM. CLIP TO PREVENT FIRE SAFING FROM CREEPING AND 5-1 2" SOUND ACT AS DRAFT BARRIER INS LATION 5/8" GWB ON 2X6 CAVITY WALL BOTH SIDES OF PARTITION FRAMING AT 16"O.C. - - - - ., �- Z UAVI I T Tenant Separation Continuity Detail M, P N SCALE: 1 "=1 ' —0" Flashing i Mq; a� > aD a� ection 2'-4" 2' —0 1 /2" .3 1 /2" Inside R.O. Mech Closet Details SCALE: 3/4"=1 ' —0" header 3" MINERAL WOOL /2" GYP. BD. 9) 1 AYFR ()F 1" .HFFTRn(:K 3RAND LINER PANELS INSERTED N 2" H—STUDS @24" O.C. 1" AIR SPACE 2x4 STUDS 0 16" O.C. TO UNDERSIDE OF PLYWOOD ROOF DECKING (PROVIDE FIRE STC=50 RATED PLYWOOD ROOF DECKING 2-HR RATED ASSEMBLY 4'-0" MIN, ON EACH SIDE OF FIRE WALL FIREWALL TYPICAL)) SCALE: 1-1 /2"= V-0" RAL—TL-88-350 L �A r�� v MEAN I I 8" Conc. buttress wing wall 2x3 P.T. wall framing ati6 "o.c. or: 2-1/2" , 25cla. metal studs atlro'o.c. 5/8" Type 'X' GWB fastened to framing with 1 1/4" screws 6"o.c. -s edges and 12" at field (typ. both sides) 2-1/2" Sound attenuation insulation (one side only) 2x6 wall framing a tl�o "o.c. 2" Clear air space between face of framing Firestop at plates. 5-1/2" Sound attenuation insulation (one side only) I-HR tenant separation wall shall be continuous from top of floor slab to underside of roof sheathing, Wina Wall t Sim. to UL No. U34 I f Pre-engineered roof trusses at 2411o.c. 12" Batt insulation 5/8" GWB, perpendicular to trusses, fasten with 1 " Type S screws a 8"o.c. at edges, 12"o.c, at field Non —Rated Ceiling (Typical Upper Ceiling) SCALE: 1-1 /2"=1'—O" O Carpet or vinyl flooring. See plans for locations. r----'Gyp-Crete' floor leveling '---3/4" T 4G ADVANTECK subflooring —Pre-engineered floor trusses at 2411o.c. �-- Provide 5/6" GWB draftstoppina to side of trusses to divide concealed floor space into areas not to exceed 500 SR 3-1/2" Batt insulation Resilient channels Lower Level at 24"o.c. perpendicular to trusses Floor / Ceiling Assembl 5/S" fire resistant GWB fastened to channels with (Draft topping) 1 1/4" screws 8"o.c. •s edges STC=50 and 12" at field RATED ASSEMBLY Rated FIrCI . Constr. SCALE: 1-1/2"=1'-O" UL No. L534 Typical Partition SCALE: 3"=1'—O" 2x4 or 2xro wa I I framing at l(o"O.c. 5/8" TYPE 'X' GWB, =ASTEN WITH 1-1/4" SCREWS 811O.C. AT EDGES AND 12"O.C, AT FIELD (TYP. BOTH SIDES) MOTE: II II II II ALt_ •LOAD BEARINCx PARTITION; II II i I SHALL HAVE THE SAME RATING AS THE ASSEMBLY IT IS SUPPORTIN 1 HR. RATED Load Bearing Wall Assembl D SCALE: 3"=V-0" UL No. 305 1 HR. RATED TYP FXTFRIc�)R WAI I SCALE: 3"=1'—O" UL No. 356 1'-3 1 /8" 3 1 /2" 10)) 1 » 5/8„ "°. 3-1/2" Batt insulation CR-15) ° a 5/8" GWB perpendicular to studs, Fasten with 1-1/4" . ° .. screws 8"o.c. at edges and 1211o.c. at field . d ° °. Q ° ° 2x4 wall framing at 1 ro "o.c. d . ° ' d 4 �- Concrete foundation ° a wall 4: ° ° ° Water proof sealer ° d 4 Concrete foundation wall d ° d d. A Typ. Exterior Wall B SCALE: 1-1 /2"=1'-0" 1'-1" 2» 7- 5/&" Type 'X' GWB fastened to framing with 1 1/4" screws 8"o.c. 6 edges and 12" at field (typ, both sides) 2xro wall framing atlro "o.c. 2" Clear air space between face of framing 5-1/2" Sound attenuation �- insulation NOTES: Provide fireblocking as required at all floors and ceilings plates. (typ') I-HR tenant separation wall sha I I be continuous from top of floor slab to underside of roof sheathing. STC=50 1-HR RATED ASSEMBLY Dwelling Unit `.separation ZIA SCALE: 1-1/2"=1'-0" UL No. U341 METRO DESIGN Q 1998 ALL RIGHTS RESERVED. (COPYRIGHT PENDING) COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR SPECIFIC STATUTORY DAMAGES, BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. J I AT E CODE AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. Developer: THE METRO REALTY GROUP LTD 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 ASSOCIATED AR P.C. 16 SPRING LANE ' FARMINGTON, CT ' 06032 ' (860) 677-2801 This drawing is the property of the Architect; has been prepared specifically for the Owner for this project at this site, and is not to be used for an other urpose, I i w er. withoutf ',��.ES R. �,� T�Ci'•� --A: ,,;,, � PLAN NORTH Consultants, Hillcrest ADULT HOUSING South Windsor, Connecticut Associated Architects Project NO. 07086 PARTITION TYPES AND MISC. DETAILS Date 12 OCT. 2007 Scale AS NOTED Drawn CCC Checked CRN 5.1 Revisions PRELIMINARY - 12 OCT. 2007 Ice & Watershield 2'-0" 30 Year Architectural shingles over 15# roofing felt (typ. 1/2" 5—plyy CDX plywood she thing w/ clips (tyP•) Pre —Engineered roof trusses © 24 o.c. 12 18 PROPA —VENT Hurricane anchors at ea. truss Metal drip edge R-38 Batt 2x8 Alum. wrap sub —facia Insulation 5/8" GWB 4 mil. poly vapor barrier R-19 Batt Insulatio Prefinished metal gutter and leaders (typ.) —0" 2 2-2x8 Header w/ Perforated vinyl 2x6 nailer below. (Typ.) soffit (typical) unless noted otherwise. ------Aluminum wrapped k'�lx8 sub—fascia trim. Wood window casingtrim Metal cap flashing wrap GWB returns at 'Tyvek' air infiltration head and jambswrap . Fiberglass trim J' Trim edging 'Fypon #852 (optional) Vinyl window TYPICAL EAVE DETAIL SCALE: 1 1 /2 =1 -0 HU 'X8 VINYL SKIRT ,— — — — — — — — — — — — — — — — — — — — — - `— `- — FINISH GRADE — RUBBER FLASHING EXPOSED CONC. MEMBRANE (ie FOUNDATION WALL PROTECTOWRAP) ADHEARED TO WALL (FLASHING SHALL BE INSTALLED AT ALL LOCATIONS IN WHICH WOOD FRAMING COMES WITH —IN 8" OF FINISH GRADE.) TYPICAL FLASHING DETAIL AT LOCATIONS WHICH WOOD FRAMING LESS THAN 8 ABOVE FINISH GRADE SCALE: 1 /4"=1'-0" Asphalt roof Ice and water barrier Metal drip edge 1x4 Metal Clad trim 1x8 Metal Clad rake board Rough Sown 1x spacer 'J' channel Gable truss Plywood sheathing Vinyl siding over Ty' air infiltration wrap. 2 TYPICAL RAKE DETAIL SCALE; 3"=1'-0" Ice & Watershield 30 Year Architectural shingles over 15# roofing felt (typ. 1 /2" 5—plyy. CDX plywood shekhing w/ clips (typ.) Pre —Engineered roof trusses @ 24 o.c. 12 8 Maintain 2" free airs ace between Insulation an underside underside f r f sheathing �typ�o z Hurricane anchors at ea. truss co Metal drip edge R-38 Batt Alum. Wrapped Insulation � 2x8 sub —fascia 5/8" GWB R-19 Batt Insulatio Prefinished metal gutter and leaders (typ.) Perforated vinyl soffit (typical) ------Aluminum wrapped 1 x8 sub —fascia trim. TYPICAL EAVE DETAIL SCALE: 1 1 /2"= V-0" 2X4 FRAMING O 16" O.C. 5/8" PLYWOOD /-ICE & WATER SHIELD PREFINISHED FORMED MTL CHIMNEY CAP METAL DRIP EDGE 1 x4 METAL CLAD TRIM 1x8 METAL CLAD RAKE BOARD ROUGH SAWN 1x SPACER 'J' CHANNEL VINYL SIDING OVER 'TYVEK' AIR INFILTRATION WRAP 1 /2" OSB SHEATHING MORTAR JOINT / ICE AND WATER SHIELD CULTURED STONE OVER MORTAR SETING BED AND WIRE LATH COPPER COUNTER FLASHING /COPPER STEP FLASHING ROOFING SHINGLES /_ ICE & WATER SHIELD / '_ ROOF SHEATHING FLASHING DETAILS AT TYPICAL FALSE CHIMNEY SCALE: 1 1 /2"= V-0" ISSUED FOR CHFA REVIEW 26 SEPT. 2008 AA�TRf1 n�clnnl (rl 1 oast All RI�`uTC R�QI: m n (COPYRIGHT PENTING) COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR SPECIFIC STATUTORY DAMAGES, BOTH CIVIL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. STATE CODE AND REPRODUCTIONS ARE STRICTLY Developer: THE METRO REALTY GROUP LTD 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 16 SPRING LANE ' FARMINGTON, CT ' 06032 ' (860) 677 This drawing is the property of the Architect; has prepared specifically for the Owner for this project this site, and is not to be used for any other purl "°a0F C0NN�°�'°. 0 S R. 0 � •'� �G' �O. 2532 V� PLAN NORTH Consultants, Hillicrest ADULT HOUSING South Windsor, Connecticut Associated Architects Project NO. 07086 MISC. DETAILS Date 12 OCT. 2007 Scale AS NOTED Drawn CCC /+/� Checked CRN 502 Revisions FIBERGLASS BATT PRELIMINARY — 12 OCT. 2007 INSULATION (R19) 2X6 STUDS @ 16" O.C. 3/4" GYP. CRETE ISSUED FOR CHFA REVIEW 1 HR, VINYL SIDING UL 3/4" 'GYPCRETE' 26 SEPT. 2008 3/4" T&G ADVANTEC No, L341 GLUED & NAILED TYVEK AIR INFILTRATION C BARRIER 3/4" T&G ADVANTECK 1 1 /2" RIGID INSUL. 1 /2" PLYWOOD SHEATHING SUBFLOORING GLUED (2) #5 BARS AND NAILED 4" CONC. SLAB W/ P.T. 2X SLEEPERS @ 24" O.C. P.T. 2X6 SILL PLATE 6X6 W1.4XW1.4 W.W.F. W/ 1 /2" P.T. CDX PLYWOOD OVER SILL SEALER SHIMS. WD. FLOOR TRUSSES @ 24 O.C. P.T. 2X SLEEPERS @ 24" O.C. W 6 1 /2" CERTAINTEED CAROLINA P.T. CDX PLYWOOD SHIMS 4" CONC. SLAB W/ BEADED VINYL SKIRT BOARD 6X6 W1.4XW1.4 W.W.F. LAP PLYWOOD 1 /2" OVER CONC. ' ... a. .. ` I I• ,, Protecto Wrap a ,' • '° .� 1 membrane a a" CO 6 MIL. POLY VA OR BAR I ER �j �j �j �j � j\� j\� j\� ° t '.' (2) #5 BAR T&B •° \\�\\�\\�\\ / 6 MIL. BARRIER POLY VAPOR a �j\�j\�j\X ��\��\��\�� 1 ANCHOR BOLTS @ 48" O.C. �. 6" COMPACTED : °;': •''.� /2"� 1 /2" RESILIENT CHANNELS @ 24" O.C. TO TRUSSES) ° ��j��j��j\� 6" COMPACTED GRAVEL FILL 8" THICK CONC. (PREP. GRAVEL FILL �� FROST WALL •:, .' : 5/8" GYP. BD. D / / :.;.a'. 2X4 NAILER d ��\\ COMPACTED STRUCTURAL FILL. (95% COMPACTION) COMPACTED STRUCTURAL �" 1° 2X4 STUDS @ 16" O.C. ° BARS RTICAL @5 FILL. (95% COMPACTION) o • ' 1 /2" GYP. BD. 16" O.C. (TYP.) 411 1" 101, #4 BARS HORIZONTAL 2" RIGID PERIMETER @ 10" O.C. (TYP.) INSULATION. EXTEND 1'-3" DOWN 2'-0" BELOW FINISH GRADE � FROST WALL Ca@ UPPER LEVEL SCALE: 1 1/2"=1'-011 WALL/SAB DETAIL 3 - SCALE: 1 1/2"=1'-0" FIBERGLASS BATT INSULATION (R19) 2X6 STUDS @ 16" O.C. BATT FIBERGLASS R19 INSULATION (R19) FIBERGLASS BATT 1 HR, UL VINYL SIDING 1 HR, UL 2X6 STUDS @ 16" O.C. INSULATION (R19) No, L341 No, L341 VINYL SIDING 2X6 STUDS @ 16" O.C. TYVEK AIR INFILTRATION C TYVEK AIR INFILTRATION BARRIER VINYL SIDING C BARRIER (2) #5 BARS 1 /2" OSB SHEATHING P.T. 2X6 SILL PLATE (2) #5 BARS 3/4" T & G ADVANTECK 1 /2" OSB SHEATHING P.T. 2X6 SILL PLATE TYVEK AIR INFILTRATION BARRIER 3/4" 'GYPCRETE' OVER SILL SEALER 1 /2" OSB SHEATHING WD. FLOOR TRUSSES OVER SILL SEALER WD. FLOOR TRUSSES P.T. 2X6 SILL PLATE ►AcTpn nrCmni n 1000 ei I Oil-UTC OCCCOVCn 1111�11\V VI�JIVI\ V 1.7.7V r1LL. 1\I VIIIJ 1\LJLI\YLV• (COPYRIGHT PEN ING) @ 24" O.C. °° 6 1 /2 CERTAINTEED CAROLINA �� @ 24 O.C. 6 1 2" CERTAINTEED CAROLINA / OVER SILL SEALER P.T. 2X8 SILL PLATE COPYRIGHT WARNING: FEDERAL COPYRIGHT PROVIDE SOLID BLOCKING - BEADED VINYL SKIRT BOARD _ BEADED VINYL SKIRT BOARD ON SILL SEALER 4 CONC, SLAB W/ PROTECTION EXTENDS TO ORIGINAL AND @ 48" O.C. FOR THE FIRST THREE TRUSS BAYS LAP OSB 1/2" ',,'..,. LAP OSB 1/2" 6 1/2" CERTAINTEED CAROLINA PROVIDE SEAL FOR RADON GAS 6X6 W1.4XW1.4 W.W.F. MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, .:.•:, 1 •;':, ... :, OVER CONC. OV R CONC. T WALL BEADED VINYL SKIRT BOARD 1 /2" 0 ANCHOR AND PROVIDES FOR SPECIFIC STATUTORY 7 EL.= 0 -0 BOLTS @ 48" O.C. DAMAGES, BOTH CIVIL AND CRIMINAL. THESE . LAP OSB 1 /2" ARCHITECTURAL WORKS ARE COPYRIGHTED AND < OVER CONC. • ' • ° .. • • .' �.. PROTECTED BY TITLE 17 OF THE U.S. STATE Protecto Wrap z � � I Protecto Wrap ;7 I:': ,, .. < Q • " : b • -� X.•'-�''x-=-■"'X�'--- X:.•.: • CODE AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. a :• j.��'° •,' membrane I I membrane z N ;. ., . ,11•, �' I OD • z Protecto Wrap 4.. Developer: • c membrane r •, ____. •°. (2) #5 BARS T&B .I THE METRO REALTY ..,a • =;;' :' T/SHELF'77 EL. 1 GROUP LTD „ 1 /2 RESILIENT CHANNELS :: a: :..`.;..: :; ... •:.. „ 1 /2 RESILIENT CHANNELS } 24 O.C. (PREP. TO TRUSSES} II I I �; .., • ...: .; \Xj��j��j��j� °„ /�/�/�/<6':.„ 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 @ 24 O.C. (PREP. TO TRUSSES) • . •:a 1/2 b ANCHOR BOLTS @ 48" O.C.°..:..;+ 6 MIL. POLY VAPOR 5/8" GYP. BD. -.•. 5/8 GYP. BD. I ;. 'a',.'.; •. ' . BARRIER 2X4 NAILER ,....• . •.".b�. :'...... <.•'�. •':' :' COMPACTED STRUCTURAL 2X4 NAILER 6 COMPACTED GRAVEL .' ..`.:•... , FILL. (95% COMPACTION) 2X4 STUDS @ 16" O.C. I I \ \ \ ��j��j��j�� '.. \ \ \ \ 2X4 STUDS @ 16" O.C. #5 BARS VERTICAL #4 BARS HORIZONTAL a:; : %° /� ' COMPACTED STRUCTURAL /�� /�� 1 /2" GYP. BD. @ 16' O.C1. (TYP.) 1 /2" GYP. BD. 4# [1 10fl @ 10 O.C. (TYP.) j/�' ��� FILL (95% COMPACTION) 4" 10" #4 BARS HORIZONTAL @ 10 O.C. (TYP.) •. » �° :':.. �. �.: 8 THICK .��\ 4. ' 2" RIGID INSULATION. � EXTEND DOWN 2'-0„ #5 BARS VERTICAL @ 16" O.C. (TYP.) RIOST WALL .:,. °.:..\�\�� �� BELOW FINISH GRADE .r�+n 1EM�L A D� L�li� P.C. TOP OF CONC. WALL DETAIL TRUSS SHELF DETAIL FROST WALL @ LOWER LEVEL 16 SPRING LANE ' FARMINGTON, CT ' 06032 ' (860) 677-2801 This drawing is the property of the Architect; has been for the Owner for this SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" '" SCALE: 1 1/2"=1'-0" prepared specifically project at this site, and is not to be used for an other purpose, r owner. fArchitect. C ON co 5/8" TYPE 'X' GYP. BD. .`. •3F a 1 HOUR RATED PARTITI❑N TO UNDERSIDE OF FLOOR ASSEMBLY UL No. L341 �e,�s� VO, F 3/4" T&G ADVANTECK EXTEND RATED ASSEMBLY \ 2532 �'°�•.FRFD ARC�'`��.••�', SUBFLOORING GLUED TO UNDERSIDE OF FLOOR PLAN NORTH & NAILED (TYPICAL) SHEATHING PAD AND CARPET 3/4" 'GYP. CRETE' (TYP.) Consultants, s ... .... TOP OF SLAB .. EL. = 0'-2 1/4„ TOP OF PLATE i, PRE -ENGINEER D FLOOR EL. = -1'-0 1/2" TRUSSES @ 24" O.C. 1 HOUR RATED FL❑❑R/CEILING ASSEMBLY UL No. L534 (2) #5 BARS T&B `: 1. ;�,A:�E';� TOP OF BUTRESS 1 2"0 ANCHOR BOLTS / `. P.T. 2X8 SILL PLATE @ 24" O.C. MAX. 2X3 P.T. FURRING Hillcrest ® 16" O.C. 1 HOUR RATED PARTITI❑N ASSEMBLY UL No, L341 ';: OH . ... ; ADULT HOUSING 4" CONCRETE SLAB W/ :'•`.<;:: 8" THICK CONC. 6"X6" W1.4XW1.4 W.W.F. ON `; BUTRESS WALL South Windsor, Connecticut 6 MIL. POLY VAPOR BARRIER ON `:.;.':=.;, 6" COMPACTED GRAVEL (2) #5 BARS T&B C.J. (CONTROL JOINT) P.T. 2X3 PLATE WOOD BASE TRIM (TYP.) TOP OF SLAB x " ` •' '' EL. _ —9'-6" Associated Architects Protect N0. 07086 ,it.. �.: TYPICAL FOUNDATION DETAILS EL. _-10'-8" EV 81 6. 11-81 Date 12 OCT. 2007 Scale AS NOTED BUTTRESS WALL DETAIL Drawn CCC SCALE: 3/4" = 1'-01' Checked CRN Revisions PRELIMINARY - 12 OCT. 2007 Provide prefinished metal 3'-0" ISSUED FOR CHFA REVIEW Chimney cap. Square 26 SEPT. 2008 (tRidq e vents yp 30 Year Architectura I roof Shing les OV�r "15 A52 roofing �aper 12 12 12 g g 8 �srm. ix4 Metal clad /Ix4 Metal clad trim on ix8 meta I clad rake accent trim over 12 lx S Metal clad 2 12 ix6 Metal clad rake board Aa2 g sub -rake trim S Prefinished meta I Fypon window head clutters and leaders . / (typ.) rtyp.) Perforated vinyl soffits. (typ.) Vinyl siding typ.) 6" Vinyl corner- boards. (typ.) (three piece) Opt Iona I 3'-0" high fencing PARTIAL E L E VAT I ONS SCALE: 1/4" = P-0" GENERAL NOTES 1. General Contractor shall field verify all dimensions and conditions and shall notify architect of any discrepancies prior to start of construction. 2, All lumber in direct contact with concrete, masonry or within S" of finish grade shall be pressure treated. 3. Floor construction shall remain continuous across all mechanical chases throughout the entire building. All floor penetrations shall be firestoppecl as required. 4 Provide firestoppine at all duct, pipe and other penetrations through rated partitions and floor assemblies. Use UL rated sealants and caulking as manufactured by Dow, 3M or approved equal. Follow manufacturers installation instructions. 5. Provide fire safine batting at all floor and ceiling plates in all cavity walls. 6. Extend rated partition assemblies at tenant separation wails from top of floor deck/slab to underside of roof decking above. Rated assembly shall remain continuous between floor trusses. Seal and fire caulk all gaps, seams and penetrations. 1. Provide 1/2" G1115 draftstopping to side of open web floor trusses as indicated on unit plans. Draftstop ine shall be continuous from finish ceiling to underside orfloor deckin above. Area between draftstoppine shall not exceed 50SF. 8, Provide 2-24" towel bar in all bathrooms. S, Provide all necessary chase and "box outs" for plumbing piping and HVAC ducts as required to complete scope of work. Review locations with Architect prior to installation. 10, Provide solid blocking for wall mounted accessories such as handrails, bathroom accessories, future grab bars, etc. 11, Mount all necessary operating parts of mailboxes and all other equipment within 40" A.F.F. in all handicap accessible and adaptable areas. 12, Provide 5/S" GWB behind all tub/shower units at rated partitions prior to installing tub/shower. 13, Provide moisture resistant gypsum wallboard in all bathrooms, behind all sinks and on all Laundry Room walls. 14. All interior non -load bearing walls to be 1/2" GUUB on 2x4 or 2x6 studs at 16"o.c.,unless noted otherwise. 15. All load bearing walls supporting a rated floor/ceiling assembly shall be have the same rating as the assembly it supports. 16, Increase door rough openings vertical dimensions by 3/4" to allow for 3/4" 'gyp-crete' floor covering at all Upper Level units. 11. All closets shall be provided with hanging rod at 5'-4" AF.F, with shelf above unless otherwise noted. 1&. Provide 4 shelves spaced 12"o.c. vertically in all linen closets. IS, All closets shall have the same floor treatment as their respective room. 20. Provide rubber reducing transition strips at all transitions between dissimilar Flooring materials. 21, If plans and specifications provide conflicting information then the strictest most expensive interpretation shall apply. FOUNIDATiON NOTES for all piers, footings, foundation walls and slab' a. 2. All footings shall bear on undisturbed soil and shall be a minimum of 3'-6" below finish grade. 3. Provide 2" rigid perimeter insulation at interior surface of exterior walls. Extend insulation down 2'-0" below finish grade. 4. Provide 1/2" dia, x16" anchor bolts at 4'-0"o.c, and 12" from corners. Bolts shall extend a min. 1'-0" into concrete wa I[. 5. Provide structural fill (e5% compaction) under all concrete slabs where backfiil is required. 6. Provide 4" concrete floor slabs with 6x& WlAxl.4 WUJF. on 6 mil. poly vapor barrier on 6" compacted gravel fill. 1. Provide control Joints (C.J.) as indicated on foundation plans. a. Any wood in contact with concrete or within 8" of grade shall be pressure treated. son MEN! logo 110=111110110011 e■ MEN ME Ioil m�� loll � loll � � ICI ICI logo : __ ■■■■ - ■ �� ■■■� ; _ loll � _ Vinyl windows with \ 3-1/2" Vinyl window Ix a Metal clad or vinyl insulated glass. (typ.) surround Prim. (typ.) skirt board. (typ.) FRAMING NOTES 1. Design of framing members based on the following values: Fb (base value) = 015psi Fv = 'Bops 1 E = 1,6 00,000 psi Micro -Lam Beams = 2000 Fb 2. Structural Loads: Dead Load Live Load Total Load FLOORS 151bs./SF. 401bs./SF. 55 lbs./SF. ROOF 151bs./5F. 401bs./517. 55 lbs./5F. ATTIC 15 Ibs./5F. 201bs./6F. 35 lbs./SF. 3. All joists and rafters to be kiln dried or surface dried Douelas- Fir 01 or better with an allowable bending stress of 515 psi min. All studs to be kiln dried or surface dried Spruce -pine -fir n grade. Max. moisture content shall not exceed 1951o. 4. All wall framing shall be spaced at 16"o.c. unless otherwise noted. 5. All truss floor and roof framing shall be spaced at 24"o.c., unless noted otherwise. 6. Provide cross bridging at S'-0" o.c, maximum within all horizontal framing. 1. Provide solid wood blocking in floor framing space below all columns, posts and Jack studs to transfer loads to structure below. S. Typical door and window headers shall be 2-2x10's unless noted otherwise. 9. Provide metal Joist hangers at all flush framing conditions unless noted otherwise. 10. All floor sheathing shall be 3/4" T4G plywood glued and screwed to floor framing. Provide blocking under butted edges. IL All roof sheathing shall be 5/a" CDX plywood. Provide blocking under butted edges. Provide metal clips between trusses. 12. Provide a 2" cavityy measured from Face of framing to face of Framing at all tenant separation walls. ELEVATION NOTES 1. Provide ice and water barriers at all roof eaves, valleys and along all rake edges. 2. Provide 25 year architectural roof shingles over 15" roofing paper at all roofs. 3. Provide ridge vents at all ridges. 4. Provide perforated vinyl soffits at all soffits. 5. All windows shall be vinyl windows with double insulated glazing. 6. All rake trim shall be ix8 wood trim with an applied lx3 wood accent trim. All rake trim sha II be clad with a prefinished metal wrap. 7, All fascia trim shall consist of ix8 wood trim board clad with a refinished metal wrap. All sub -Fascia shall be Ix wood wish metal cladding. S. Provide vinyl siding over a 'Tyvek' air infiltration barrier at all facades. e. Provide 3 piece traditional vinyl cornerboards with integral rabbet to receive vinyl siding. Gornerboards shall have a 6" exposure at both sides. 10. Provide ix8 metal clad skirt board trim at all facades. i1. Provide 3 1/2" vinyl window surround trim with integral rabbet to receive vinyl siding. 12. All siding shall be vinyl siding with 4" to the weather. Color by owner. 13. Decorative 'Fypon' window and door trim indicated on plans shall be optional if budget permits. 14. Patio fence enclosures shall be optional in budget permits. Fences are to be 4'-0" high. f? >" 5win awn era% bar N N S_ L - � m Vinyl as 4" vinyl ba [-5] I-IGP L�41/AtORI' 6 COMMUNIt1' ROOM SCALE: 1/4" = P -011 FUTURE GRAB BAR FUTURE GRAB BAR "- all nil 14"x22" Rece: �Med Cabinet Light fixture_ Plate glass _ mirror 4" Back Spla t all walls 3o" `- �'rriny ase Control area (typ.) L IS" ® F5_1 NOTE: Fc� ALL VANITIES SHALL BE REMOVABLE WITHOUT 2 - 51R UNIT 5AT�Ifi�OOM ELEVATIONS o ''DRIER BASCOS. ""tER , 3 ppiece vinyl corYrer trim ei 0 �n 2nd Floor N 0 r let Floor 6 cal ill for aid itch with III string >" 5win )wn era% bar Ridge vents (typ. 30 Year Architectura roof shinciles over 141E roofing aper Prefinished metal ^waters and leaders - �typ.) 1x Metal clad fascia soffita.'Ctyp.) � lx Metal clad sub -fascia optional Fypon window head (typ.) 14" Shutters-__-_ typ.) Vinyl siding typ.) 6" Vinyl corner - boards. (typd (three piece) 3-1/2" Vinyl window surround trim. (typd-- Vinyl windows with insulated glass. (typ.) Yiny I Beaded skir`i board. Ctyp.)` Light fixture 48"x36" Plate glass mirror 4" Backsplash at all walls 34" H1gqh counter with sing! Insulate pipes 4" vinyl Base NOTE: Provide solid blocking in wall framing for mountingq cc{rab bars, door stop and all Toa�'f.hroom accessories. SCALE: 1/4" =1'-0" 1- FUTURE GRAB BAR rl 77rA7 allIgAl Nil FUTURE GRAB BAR 14"42" Rece: /Med Cabinet Light fixture. Plate glass mirror 4" Back Spla t all walls anity unit ® m m 0 -- fnyl base ,Control area (typ.) 18" FA ® �.: ALL VANITIES SHALL BE REMOVABLE WITHOUT REMOVINCs THE COUNTER 1- 5R UNIT 5 4THROOM ELE VAT i ONS OR DRAWER BASE. SCALE: 1/4" =1'-0" Shower rod Future grab bars NOTE: Provide solid blocking in wall framing for mountincc{l Crab bars, door stop and allToa-throom accessories. provide m.r. cm . bd, on all walls. FUTURE GRAB BAR I I{ ry A 11 Future grab bars i F51 NOTE: Mechanical louver Optional 3'-0" high fencing Provide 26" UJIde Soffit to conceal exhaust duct (coordinate microwave receptical location center sha l l be 111, a.f.0 Filler Filler 2'-0" , 2'-3" , 2'-6" , 2'-(o" 12'-ro" ,/-&' END/FILLER -Pantryy Writ UJ/ (4lroll-out Shelves -Microwave/Hood Plastic Laminate Cap w/ Selfedge (Do not seam on - Living room side) 4" Backsplash - Vinyl Base FA 7"rFICAL KITCHEN ELEVATIONS SCALE: 1/4" = I'-0" KITCHEN NOTES: 1. G.G. to provide shop drawings for arhitect's review. 2. All finish flooring shall extend under removable cabinets, range, refrigerator and dishwasher to ensure units adaptability 3. Provide 2 coats of marine varnish to counter edges at all sink cutouts. 4. All range hoods shall be hard wired to a HCP compliant wall switch. 5. Casework under sink and adaptable work surface shall be removable with -out removal or replacement of sink and/or work surface. 6, Countertop at adaptable worksurface and sink shall be adjustable from 29" to 36" upon removal of casework Shower rod Provide and solid blocking in wall framing for mountingc{ grab bars, door stop and all Tba hroom accessories. provide m.r, ow. bd, on all walls. Gothic post caps. (typ.) METRO DESIGN © 1998 ALL RIGHTS RESERVED. (COPYRIGHT PENDING) COPYRIGHT WARNING: FEDERAL COPYRIGHT PROTECTION EXTENDS TO ORIGINAL AND MODIFIED DERIVATIVE PLANS, AS APPLICABLE TO INTENTIONAL AND UNINTENTIONAL INFRINGEMENT, AND PROVIDES FOR SPECIFIC STATUTORY DAMAGES, BOTH CIViL AND CRIMINAL. THESE ARCHITECTURAL WORKS ARE COPYRIGHTED AND PROTECTED BY TITLE 17 OF THE U.S. STATE CODE AND REPRODUCTIONS ARE STRICTLY PROHIBITED AND FORBIDDEN. Developer: THE METRO REALTY GROUP LTD 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 ■ AA ASSOCIATED AR P.C. 16 SPRING LANE ' FARMINGTON, CT - 06032 - (860) 677-2801 This drawing is the property of the Architect; has been prepared specifically for the Owner for this project at this site, and is not to be used for without consent fn othAer purpose, owne++'11enni»Q •a° 0� C 0 NNF °% /;4\ 1 25 ARO��.o PLAN NORTH •�vra,�i«u«+ Consultants, Hillcrest ADULT HOUSING South Windsor, Connecticut Associated Architects Project NO. 07086 TYPICAL KITCHEN AND BATH ELEVATIONS, GENERAL NOTES AND ENLARGED ELEVATIONS Date 12 OCT. 2007 Scale S NOTED Drawn CCC Checked CRN