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673 ELLINGTON ROAD
project name BALCONY LEVEL PLUMBING FIXTURE CALCULATIONS A-3 ASSEMBLY (AUDITORIUM) 1 - 199 =1.6 = 2 WATER CLOSETS 125 M - 125 1 - 199 = 3.0 = 3 WATER CLOSETS 65 F - 65 6 WATER CLOSETS TOTAL 1 _ 397 = 2.0 = 2 LAVATORIES 200 - 200 1 _ 397 = ,80 = 1 DRINKING FOUNTAIN 500 - 500 A-3 ASSEMBLY (WORStiIPi 150 1 - 219 =1.5 = 2 WATER CLOSETS FM)- 15Q 1 - 219 = 3.4 = 4 WATER CLOSETS 75 F - 65 6 WATER CLOSETS TOTAL 1 - 438 = 212 = 3 LAVATORIES 200 - 200 1 - 438 = ,44 = 1 DRINKING FOUNTAIN 1,000 - 11000 TOTAL NUMBER OF REQUIRED FIXTURES OCCUPANCY OCCUPANCY LOAD DRINKING FOUNTAINS SERVICE SINKS RATIO MALE RATIO FEMALE RATIO I I MALE FEMALE ASSEMBLY AUDITORIUM 397 1/125 2 1/65 3 1/200 2 2 1 1 ASSEMBLY WORSHIP 438 1/125 2 1/65 4 1/200 2 2 1 1 REQUIRED 835 4 7 4 4 0* 1 PROVIDED - 4 5 2 3 - - *KITCHEN WILL SUPPLY WATER TO OCCUPANTS AUUI I VRIUM AND OMM UAR Y CHILL NV I OG UOLU SIMUL IMM- aL Y 200 I 1 202 TOILET i i I 16 ST-5 ST-6 I TGRAGE S AIR NO. 5 STAIR NO. (:2 9 II NAR71EX II II 203 F%=- n H VESTIBULE (I CODE REFERENCE PLAN LEGEND 2p6 ROOM NUMBER & NAME � CLASSROOM ROOM OCCUPANCY LOAD 2A = 13P AREA IN SQUARE FEET j� 20 OCCUPANCY LOAD FACTOR EXIT CAPACITY ACTUAL EGRESS CY® MAX. ALLOWAB EOCCUPEG ESS OCCOUPANCOYOFRDOTOR OR NAVE ^M „A,,,, vR RAMP 15 DIRECTION OF TRAVEL WITH ACCUMULATED OCCUPANCY LOAD - ?on, - - - MAXIMUM TRAVEL DISTANCE FROM FURTHEST POINT -• 75' ••••••••• COMMON PATH OF TRAVEL 117 �1 ®rrr4Qga F aRFe nR FYIT U/IV VLVV11d_ 11..1../. V "/ 1 HOUR FIRE RATED WALL ®• •� TIGHT TO DECK ABOVE (STORAGE AND El VATOR MACHINE ROOM) I I � I I 205 I I H. CFjA�ELNG I 0 FESS,ON IL I 1 I I 1 207,- - CLOSET - 100 168 208 I F ST- 414P ® 1.5 FT./PERSON 1 209----------------------------- ALTAR OF THE �LESSEDI I VIRGIN 1 210 ALTAR 211 SACRISTY 212 CHANCEL N 2 UPPER LEVEL. LOWER LEVEL. DATE OF ORIGINAL CONSTRUCTION 1. USE GROUP CLASSIFICATION (303) NON-SEPERATED MIXED -USE (PRIMARY) 2. CONSTRUCTION TYPE (602.3) ACTUAL TYPE PROVIDED: (EXISTING) 3. BUILDING HEIGHT (502-503) ALLOWABLE HEIGHT (STORY/FEET) (STORIES ABOVE GRADE) 5. FIRE RESISTANT RXTING OF STRUCTURE El MENTS (TABLE 601) 1940+ - DATES OF ADDITIONS 1950+/- A) STRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS AND TRUSSES 0 HR(S) B) BEARING WALLS (EXISTING) EXTERIOR 0 HR(S) C) BEARING WALLS (EXISITING) INTERIOR 0 HR(S) ASSEMBLY (A3) D) NONBEARING WALLS AND PARTITIONS - EXTERIOR (TABLE 602) 0 HR(S) E) NONBEARING WALLS AND PARTITIONS - INTERIOR 0 HR(S) 5B F) FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS & JOISTS 0 HR(S) G) ROOF CONSTRUCTION INCLUDING SUPPORT BEAMS & JOISTS 0 HR(S) H) VERTICAL EXIT ENCLOSURES (2- LEVELS) (1019.1 AMD) 1 HR(S) 1-STORY 1) ELEVATOR SHAFT (2-EVELS) (707.4) 1 HR(S) 1-STORY (34'-0") 6. AREA TABULATION FOR EACH FIRE AREA OF EACH LEVEL (506.2) (BASED ON A3-ASSEMBLY) 100 r .25W=100 4. BUILDING AREA (501.0 - 503.0) P 130 A) GROSS BUILDING AREA: (EACH EVEL) 100 5.644-.2 L=X% ALLOWABLE AREA (A3-ASSEMBLY) 6,000 SQ.FT. [5,644 J 30 ADJUSTED ALLOWABLE AREA A3-ASSEMBLY 10,500 SQ,FT, EXISTING CONSTRUCTION - SQUARE FOOTAGE 100 1-.25=75X1=75% a 17no EXISTING - LOWER LEVEL `''"" SQ.F II. EXISTING - UPPER LEVEL 5,081 SQ.FT. EXISTING - BALCONY 678 SQ.FT. TOTAL BUILDING 10,968 SQ.FT. SECTION 506.1 6,000+ [6,000)(75)/101 +O=X SF 6,000+4,500+0=10,500 SF 7. OCCUPANCY LOAD (1008.1) DESIGN TOTAL FOR BUILDING 905 TOTAL EXIT CAPACITY FOR BUILDING 1,570 8 MODIFICATIONS Ne 9. ACCESSIBLE BUILDING DESIGNATED YES NON -DESIGNATED FIELD NOTES ON EXISTING BUILDING CONSTRUCTION 1) EXTERIOR WALLS: BROWNSTONE/MASONRY BEARING WALL 2) CORRIDOR WALLS: STEEL STUD WITH 5/8" GYPSUM BOARD EACH SIDE 3 FLOOR: MAIN - CONCRETE SLAB OVER GRADE 4 FLOOR CEILING: PORCELAIN TILES OVER OAK FLR. AND 3/4" PLYWD, SUSPENDED CLG. 5 ROOF: WOOD TRUSSES WITH WOOD PLANK AND SLATE SHINGLES 6, WALLS: REFER TO PLANS FOR WALL TYPES AND RATING. 10. MINIMUM PLUMBING FIXTURE COUNT FOR EACH USE GROUP AND FOR STAFF. (P-TABLE 403.1 - DESIGN LOAD) 11. CODES TO WHICH THIS PROJECT WAS DESIGNED STATE BUILDING CODE WITH SUPPLEMENT(S) STATE FIRE CODE WITH SUPPLEMENT(S) _ HANDICAP CODE EXITING DATA: DATED IBC EXISTING BUILDING CODE - 2003 IBC - 2003, 2004 & 2005 CT SUPPLEMENTS CT FIRE CODE 2003, 2004 & 2005 SUPPLEMENTS ANSI A117.1/2003, 2005 CT SUPPLEMENT EXIT ACCESS TRAVEL DISTANCE (TABLE 1015.1 (ASSEMBLY) MAXIMUM FLOOR AREA PER OCCUP[ANT (TABLE 104.1.2) ASSEMBLY 200 FT. FIXED SEATING (PEWS-1004.7 FIXED SEATING) 1'-6"L.F./PERSON CONCENTRATED CHAIRS 7 N.S.F./PERSON UNCONCENTRATED TABLES AND CHAIRS 15 N.S.F./PERSON STORAGE/MECHANICAL ROOM 300 G.S.F./PERSON EGRESS WIDTH PER OCCUPANT SERVED DOOR CAPACITY = .2 INCH/PERSON ONE 36" = 168 @ 90 DEGREE OPENING (NEW) TWO 36" = 336 ® 90 DEGREE OPENING (NEW) STAIR CAPACITY = .3 iNCH/FERSON 11. INTERIOR FINISHES (TABS 803.5) VERTICAL EXITS & EXIT PASSAGEWAYS: CLASS A FINISHES EXIT ACCESS CORRIDORS & OTHER VERTICAL OPENINGS: CLASS A FINISHES ROOMS & ENCLOSED SPACES: CLASS C FINISHES 1007.6 - AREA OF REFUGE 1. PROVIDE A SPACE FOR WHEELCHAIR 30 IN X 48 IN FOR EACH 200 OCCUPANTS OR PORTION THEREOF. A 36" IN WIDTH FOR PATH OF TRAVEL SHALL BE MAINTAINED. A MINIMUM OF 1 HOUR RATED CONSTRUCTION SHALL SEPARATE AREA REFUGE FROM THE SURROUNDING SPACES. SPACE SHALL BE DESIGNATED AS "AREA OF REFUGE WITH A TWO-WAY COMMUNICATION PROVIDED TO THE FIRE ALARM PANEL, INSTRUCTIONS SHALL BE POSTED NEXT TO THE TWO-WAY COMMUNICATIONS. HARDWARE NOTES: 1) ALL RATED DOORS SHALL HAVE POSITIVE LATCHING LOCKSETS OR LATCHSETS AND CLOSERS. 2) ALL DOORS LEADING TO HAZARDOUS SPACE SHALL HAVE TACTILE WARNING. 3) ALL DOORS EXITING 100 OR MORE PERSONS SHALL HAVE PANIC EXIT DEVICES. 4) ALL DOORS FRONTING CORRIDORS SHALL HAVE POSITIVE LATCHING LOCKSETS OR LATCHSETS. 5) DOOR HARDWARE ACCESSIBLE TO PERSONS WITH DISABILITIES SHALL BE PROVIDED TO COMPLY WITH UNIFORM FEDERAL ACCESSIBILITY STANDARDS. 6) BOILER ROOM SHALL HAVE A 45 MINUTE DOOR, FRAME AND HARDWARE. 7) HAZARDOUS AREAS INCLUDE STORAGE, JANITOR CLOSET AND MECHANICAL. 8) THE CONTRACTOR SHALL INSURE THAT ITEMS 1 THROUGH 'i AND 9 ARE IMPLEMENTED IN NEW AND EXISTING AREAS. Q) Al I HA7APnni iq ARF'A f1nnpq gHAI I HAVE ri n(zppC FIRE PROTECTION SYSTEM: a) FULL SUPPRESSION SYSTEM - NO b) NOTIFICATION/ALARMS - 100% c) DETECTION - 100% THRESHOLD LIMIT BUILDING - NO ACCESSIBILITY FOR PERSONS WITH DISABILITIES: ALL PROGRAMS ARE ACCESSIBLE TO PERSONS WITH DISABILITIES, ALL ROOMS USED BY PERSONS WITH DISABILITIES HAVE ACCESSIBLE WORK STATIONS, SINKS FOR PERSONS WITH DISABILITIES HAVE PIPE PROTECTION, ALL ACCESSORIES ARE MOUNTED 48" MAXIMUM ABOVE THE FINISHED FLOOR FRO BOTH FRONT AND SIDE APPROACH. ACCESSIBLE ELEMENTS ARE SIGNED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBUTY, AND THE ACCESSIBLE ROUTE HAS 36 INCH CLEARANCE THROUGHOUT (32 INCH CLEARANCE FOR DOORWAYS). i� E OV AT� OLIS St. Francis of Assisi 673 Ellington Road South Windsor, CT 06074 b s'��A/vjc k\\ ARCH TECTS, L L C 56 Arbor Street Hartford, CT 06106 tel: 860.570.0869 fax: 860.570.1318 architecture + interior design + environmental design C hostOck ARCH fiECTS,LLC consultants STRUCTURAL: Hallisey Engineering Assc. 78 Beaver Road Wethersfield, CT 06109 MECHANICAL: FFRAhGFRESSIVE ENGINEEIZINC3, LLc 28 MAIN S-i BEET, EAST HART FD RD, CT ❑6 1 7 8 TEL: 860.895.83SS FAX: S60.89S.S3S6 0 +U A/ of � � G a. 46 `''�eeaaattst��° issues + revisions: no. date issued 1 06-07-06 BIDDING 2 09-19-06 PERMIT 3 4 5 6 7 J�_ _ HI VIr- L V6VL.OV drawn by: jkb scale: 1 /16" = 1-0" sheet: DE INFORM TOON FILLER project name i 3030WC 303OWC 3030WC \ \ - �--�_ i-=/ o 3OBC 3OBC 30SB A. NORTH ELEVATION INTERIOR ELEVATIONS �KITCHEN 111 ,/Q-,_n v I/U -1 -V 3/3 WC 303OWC 3030WC 3330WC 333OWC 1530WC 243OCC ------ / �" \ / I I I I I I DOUBLE OVEN I - V / \ 3OBC 30SB 3OBC 33SB 33BC 360C 243OCC 1530WO HOOD 1153OWC 243OCC J. L , -- ---- 7 :I \"\1I 11/// 14 LA. -------------- - - ---� ! I / STOVE/OVEN \=. j L-------------------- 36CC 36CC A. EAST ELEVATION .2� TOILET ST-5 PAS AIR NO. 5 STAIR NO. 201 NARTHEX 204 NAVE ! ! I {STORAGE I III II 11 203 H VESTIBULE 5 H. C. 1 ,ON, L FE 207 � I i 1 CLOS 1 1 I 1 1 1 V ; 0 I N 0 CN 243OCC 153OWC 333OWC 243OWC --------------- UEL RELOCATED 36CC 33BC 24BC C. SOUTH ELEVATION ORGAN BELLOWS u EXISTING WINDOW REFRIGERATOR — \ ____-- INSTALL PLATFORM LIF-r TO AA•1\IrAT 1 A►IAtAIA ILRT^ AI IAITAAIII\I W1141,10.I LARIJIM2 I N IV HUUIIUI'GIUM AND AUDITORIUM FLOOR. 24BC 33SB 30SB INSTALL NEW FOLDING PARTITION AND ASSOCIATED STRUCTURE FOR SUPPORT. INSTALL GYPSUM BOARD SOFFIT TO MATCH EXISTING CONDITION. RE: DETAILS 5, 6 & 7 ON SHEET A-5. INSTALL NEW GYPSUM BOARD SOFFIT TO WRAP THE EXISTING STEAM LINES AND f-2RNEW MECHANICAL AIR DUCTS. RE: DETAIL 0 0 ON SHEET A-4. a 1 88 I AUDITORIUM JL �A�;'ELATING II ---------- ----- ----- ---------------------------------------- I I I ----------- ---------------------------------------------------^� I �---'--------- O I ill 111111-1-7-F I I I i aJ 208 I ' I 103 VESTIBULE I STAIST-3R N0. 3 I I MEN 106 t 1 1 1 1 1 i --GORRID i 1 1 1 1 a 1 I , 1 1 , 1 1 AI 3 I \ � -ZQJ �i0-I I ? L1AR OF SHE �APTISM�L A-2 ILESSED __-_I_VIRGIN I 210 I I 111 -------- - ------------ ------ 105 - ALTAR KITCHEN I I I I I A ►tl'r^M 211 SACRISTY 212 CHANCEL 104 WOMEN 113 CD MECHANICAL MECHANICAL INSTALL NEW GYPSUM BOARD OVER THE EXISTING WOOD SOFFIT ABOVE THE EXISTING FOLDING PANEL DOOR. RE: DETAILS ON SHEET A-4. C 110 ---------------------------- CAL - CTRI109 ---------- -------------------- I I I I I I I I I I I I I I I I I 115 WATER MAIN MODIFY EXISTING WINDOW AND INSTALL NEW MECHANICAL LOUVER. ST-3 STAIR NO. 3 1 , 0 --------------------------------------------------------------- ------------ ------------------------------------------------------------------------------------------ 1 1 1 1 1 I REMOVE EXISTING WINDOW MODIFY EXISTING WINDOW AND 1 2 AND INFILL OPENING WITH INSTALL NEW MECHANICAL A-2 LOWERLEVEL A-2 FACEBRICK TO MATCH EXISTING. LOUVER. REFLECTED CEILING PLAN 1 LOWER LEVEL "21/8UPPER LEVEL 11 8 =1 0." 31/8 =1 —0"_1_" _, 0 INTERInR RENOVATIONS St. Francis of Assisi A7q Fllinnfnn Rnarl South Windsor, CT 06074 bostwick A R C H I T E C T S L L C 56 Arbor Street Hartford, CT 06106 tel: 860.570.0869 fax: 860.570.1318 architecture + interior design + environmental design 6 boZiek ARCHrrECTS,LLC consultants STRUCTURAL: Hallisey Engineering Assc. 78 Beaver Road Wethersfield, CT 06109 MECHANICAL: PRL&GRRESSIVE ENGINEERING, LLD 28 MAIN STREET, EAST HARTFORD, CT 06 1 , 8 TEL: 860.895.8385 FAX: 860.895.8386 issues + revisions: 0 III©- proiect: 0602.00 drawn by: jkb scale: 1 /8" = 11-0t1 sheet: LOWER AND UPPER LEVEL FLOOR RCP AND INTERIOR ELEVATIONS A-1 project name A. MEN'S LOCKERS - EAST ELEVATION 5 INTERIOR ELEVATIONS MEN - 103 3 8" I r_0 MIRROR a \ \ \\ CV N A. WOMEN'S LOCKERS - EAST ELEVATION 4 INTERIOR ELEVATIONS WOMEN - 104 3/8 =1 1-0" STAIR -LOWER LEVEL PLAN 5ENLARGED 1/4"-,'—on U--J I STAIR - ENLARGE B. MEN'S LOCKERS - SOUTH ELEVATION B. WOMEN'S LOCKERS - SOUTH ELEVATION O ENLARGED PLAN 6'-0" 4'-0" II I I I I I I Tr -831 II U MIRROR �, C. MEN'S LOCKERS - WEST ELEVATION D. WOMEN'S LOCKERS - NORTH ELEVATION n I I I I I I I I I I u C. WOMEN'S LOCKERS - WEST ELEVATION u D. WOMEN'S LOCKERS - NORTH ELEVATION PROVIDE STAINLESS STEEL COUNTERS, A DRAINBOARDS AT THREE POT SINK AND 107 DISHWASHER. PROVIDE 18" DEEP STAINLESS AUDITORIUM STEEL WIRE SHELVING AS SHOWN. QLO) POUR NEW CONCRETE STAIRS TO 110 ALIGN WITH THE EXISTING CONCRETE 10 -64" _ _ _ 9' ELECTRICAL STAIRS. PIN NEW CONCRETE AND THE EXISTING CONCRETE WITH #3 109 BARS 12' O.C. THE OPTION IS OPEN TO REMOVE THE ENTIRE STAIR 1 _0 5 -0 CLOSET » AND POUR A COMPLETE NEW STAIR. A A T-T�—�— 'I IT Q 103 4] 5'-2$" WEN % a� WOMEN 4 I U I I I I I I u"r 4'-941 A C4( A - A 3 3 2 I 5'-18„ 4'-0 ❑ III 6 A-3 106 — O �c cA III I C 5/A2 A a 4 N IIIO I�Id' 6'-9 " 3'-0" � N N A 1 III � A �� CV 115 C 1 6,-1» i 1 6 1 `� 6 -5 6,-5„ ® CORF IDOR 7T@11"=6'-5" 6i A 115 `" WATER MAIN 5,_3$» M15 1S NITOR 113 7» 3„ 5 -2$ 58 I 3'-4" +* M.O. 113 MECHANICAL 114 MECHANICAL SACRISTY 2 ENLARGED PLAN J 1 onCV 211 SACRISTY A INTERIOR RENOVATIONS St. Francis of Assisi 673 Ellington Road South Windsor, CT 06074 bostwick A R C H I TECTS. L L C 56 Arbor Street Hartford, CT 06106 tel: 860.570.0869 fax: 860.570.1318 architecture + interior design + environmental design ® boshnk ARCH ITECTS,LLC consultants STRUCTURAL: Hallisey Engineering Assc. 78 Beaver Road Wethersfield, CT 06109 MECHANICAL: PRMGRESSIVE EN©INEERINGV LLD 28 MAIN STREET, EAST HARTFORD, CT 1361 1 8 TEL: S60.895.8385 FAX: 860.895.9326 CONr�E i, so <' 0. 4 3 Al �`��reaaateaaaa� issues + revisions: no. date issued 1 06-07-06 BIDDING 2 09-19-06 PERMIT 4 5 7 8 project: 0602.00 drawn by: jkb scale: 1 /8" = 1'-011 sheet: ENLARGED TOILET ROOMS, KITCHEN & STAIRS, INTERIOR ELEVATIONS A-2