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HomeMy WebLinkAbout65 Rye Street - Building Plans &amp; Drawing WI-9 DATE ISSUE WL41 N/F 1 -25-07 P&Z APPLICATION D& L CARON , LLC 2-5-07 STAFF REVIEW COMMENTS 2- 19-07 FINAL APPROVAL \ \\ WL42 3-8-07 ADDITION SAN SEWER 5- 15-07 EXIST.SANITARY LOCATION \ \\ \ 1 S 8-6-07 ADDITION AS-BUILT \\ \ WL43 37 ° 6-27- 11 PROPOSED ADDITION 18 46 35 WL44 3S ' WL13 \ \ \\ � WL45 WL15 \ 78.13 \ WL46 SOFT c" 4 WL16 EXIST.BIT. \ WL17 WL18 78.14x \ EXISTING BASIN 200."'o P TFI77.49 \ WL47 `�L� PDS ENGINEERING & WL48 \\ \ WL51 CONSTRUCTION, INC. \BCLC W L49 107 Old Windsor Road \ x78.69 x 8 x 79.42x \ Bloomfield,Connecticut.06002 WL52 EXIST.PAVEMENT W L57 Telephone: (860)242-8586 FAX(860)242-8587 \ST.CB \ LOT 42 TF 178.44 `\ ❑ EXIST.CB \ AREA = 5 . 3 8 . ACRES TF 78.27 STOOP CONSULTANTS: C. WL53 2345401 SF WL56 79.60 \ 79.52 \ x78.88 79.10 ° 87.42' S+S ° 81 3\ \ •(9 79.40 --- 80.86\�f,,XISTING ADDITION WL54 WL55 b SAN C.O. ,, 79.77x \ L i Kljq R 81 .0 3 INV.74.50` 0 ❑9ti , Ni �NSR18 SF 0 ❑ EXIST.BIT. INV.73.68 SY- EXIST. \ \ x79 9 0 FLAG \ ----- j'� GREASE TRAP \\ CONCMALK OPOLE INV 75-- 80.52 EXIST.SMH 1I�V 74.0 ----- N 74.5' \ TF 79.40 --- INV.75.50 13.8' N 79.8 INV.73.38 8"OUT) EXISTT SAN - INV.73.55�6"IN) I o \ � INV.75.50 N N EXIST. 8.2 � � GAZEBO 19.9' jj r0 EXISTING BUILDING N o �� IN FIN. FLR. 81 .03 FIN - N PROPOSSEED480 SFDDITION EXIST.BIT. / 4P L- ----- 21 ,095 SF 40.0' \2Q, 8.2' FIN.FLR. 79.45 Lri I O O I N J13.8' P `r 74.4' n 139.9' / a 6 AC UNI S CONC. EXIST.BIT. COPIC. ' 100.0' "6 � W 1- U W EXIST.BIT. W z ` O EX ST.CL zo FENCE U EXIST.PROPANE T NKS EXIST. T OI J w 0 a STORAGE 5 -1 OFT. SY CONC PAD GENERATOR CONTAINER EXIST.BIT. Q ILd W S ----------- _--- - "� --�� z W 407 . 36 ' - -LP - ---------------- _- _- - _- _ 122 . 50 4 5 . 0 0 ' LP Q C N 3 ' 35 " W N 55° 53 ' 35 " W S 50° 15 49 E 21 7 . 21 ' 0 o < � N 55 5 N 50° 15 ' 49 „ W 01 0 . 00 , N/F N/F N/F N /F S 50° 1 , g SEAL Q CU,rrlfcl M .T. FORD INDUSTRIES , LLC GOLTECH , LLC GOLTECH , LLC ZITO PROPERTIES , LLC � >. `g 1" 22 NA ,9 -nCee SITE IMPROVEMENT PLAN N/F ENGINEER: FB 1 99=20' ARCHITECT: BR CE A. MANEELEY PROJECT MGR: R AL ESTATE , LLC DRAFTED BY: BF cmi 01 DATE ISSUE 3-20-07 PERMIT DRAWING 3-26-07 ADD EGRESS DOOR 4-3-07 ADD EGRESS @ PARTITION 12-22-10 PROPOSED ADDITION 6-27-11 FOR CONSTRUCTION f-- ------- --- 11, EXrr , ;% J COMWRBNC I/ TABLE STORAGE STORAGE DELIVERIES AND STORAGE EQUIPMENT STORAGE FOOD STORAGE ",,./-4,,. ,::•-. ,:_,,•,� `h i Aid 14 f • - r , c+tip I •` J �rJ;' EXISTING BANQUET ROOM-'A' PDS ENGINEERING & • I -, . �-p . : � , `_,'; 7 CONSTRUCTION, INC. Coo. ® : is . n I I ..; I -- w S410Rd / II ' ' FREEZER Bloomfield, Connecticut.06002 oMENs �.' ., MIENS PIT[Cf1l— _ - —• :. ) I fi 1 Telephone:FAX(860)242-8587 86 11 II 'DRY STORAGE ° II LOBBYi. 1: AimEXIT CONSULTANTS: II II BAR N PROPOSED STORAGE ADDm COOLERIn oN i — r If ---------- --. 1 �L� ' EXIT I 4'-0" 10'-0" 26'-0" I I 1 20'-0" 20'-0" KITCHEN ,-- •'•..-r-r.-. _ t I I I 40-O" I I TOILET it I I r \ \ — — — — — SEE SHEET A-100 — — — — — / O EXISTING BANQUET ROOM-'B' I 4 ' BUILDING CODE DATA TABLE I BRUCE COOKtE PLET OFFICE/ SALES CONFERENCE '4 BBOOEKEEEEPINGI 2003 INTERNATIONAL BUILDING CODE i I'-O'I 12'-0° EXIST. ` I• 2009 CONNECTICUT SUPPLEMENT LOBBY 2005 CONNECTCITT FIRE SAFETY CODE ! I 2003 INTERNATIONAL MECHANICAL CODE _ _ _ dl 2003 INTERNATIONAL PLUMBING CODE EXIT 2005 INTERNATIONAL ELECTRICAL CODE ( NFPA-70) - ICC/ANSI Al 17.1-2003 f 1 ��A�BUILDING CLASSIFICATION: Em O of USE GROUP : F-1 / A-2 ( MIXED USE NON-SEPARATED ) II II II J Z CONSTRUCTION TYPE : 2-13 STAGEING GENERAL BUILDING LIMITATIONS: II ALLOWABLE BUILDING AREA = 9,500 SF ( TABLE 503 ) 300% SPRINKLER SYSTEM INCREASE = 28,500 SF ( SEC.506.3 ) WOMENS BATH CONF.I BANQUET ROOM I CONE./BANQUET ROOM I CONF./BANQUET ROOM I CONF./BANQUET ROOM I TOTAL ALLOWABLE AREA = 38.000 SF ACTUAL BUILDING AREA = 23,793 SF O ALLOWABLE BUILDING HEIGHT = 2 STORY / 55 FT. ( TABLE 503 ) II I O II ACTUAL BUILDING HEIGHT = 1 STORY / 25'-0" 1— MEANS OF EGRESS: I I II uj un DESIGN OCCUPANT LOAD ( TABLE 1004.1.2 ) rr EXIT E%fi EXIT 0 0 ASSEMBLY 11695 SF / 15 = 780 OCC. KITCHEN 5920 SF /300 = 30 OCC. I BUSINESS 2500 SF /100 = 25 OCC. I Z F- ACCESSORY STORAGE 3680 SF /300 = 13 OCC. EXIT QM C Q MIENS BATH _ CORRIDOOR TOTAL OCCUPANT LOAD = 848 OCC. ® W W J MINIMUM NUMBER OF EXITS = 3 ( TABLE 1018.1 ) EXIT /W///�� Z ACTUAL NUMBER OF EXITS PROVIDED = 8 cn O im MAXIMUM LENGTH OF EXIT ACCESS TRAVEL = 250 FT. ( TABLE 1015.1 ) U ACTUAL MAXIMUM LENGTH OF EXIT ACCESS TRAVEL = 110 FT. W _J FIRE RESISTANCE RATINGS OF STRUCTURE ELEMENTS: W 0 -EXTERIOR WALLS LOAD BEARING: 0 HR OVERALL BUILDING FLOOR PLAN _ Q (NOT LESS THAN SECTION 705.2) 9132"-1-0' < Z -FIRE WALLS & PARTY WALLS: 0 HR Z Z W ~ -FIRE SEPARATION ASSEMBLIES: 0 HR. _ W -FIRE PARTITIONS: 0 HR C) Q Z -SMOKE BARRIERS: NOT APPLICABLE � C 1,- 0 O -OTHER NON-LOADBEARING PARTITIONS: 0 HR c -INT. LOADBEARING PARTITIONS, COLS, TRUSSES, LTC. 0 HR -STRUCTURAL MEMBERS SUPPORTING WALL: 0 HR -FLOOR CONSTRUCTION, INCLUDING BEAMS: 0 HR -ROOF CONSTRUCTION >15'. BUT <20' 0 HR SEAL MINIMUM NUMBER OF PLUMBING FACILITIES ( TABLE 2902.1 IBC2003) REQUIRED PROVIDED " •' WATER CLOSET 11 16 + (4)URINALS u LAVATORIES 5 18cc, SERVICE SINK 1 3 - 1 jr s r °btl ENGINEER: FB ARCHITECT: PROJECT MGR: DRAFTED BY: BF Ami DATE ISSUE 12-9-10 PROGRESS DRAWING 12-22-10 REVISED DOORS 6-27-11 FOR CONSTRUCTION 26GA, Screw Down Roof 8' - 166A, Roof Purtin 6' Vinyl Faced Butt Insulation (R-19) Cutter 26GA. SCEW DOWN ROOF 26GA. SIDING PANEL— A A ..................................................... EXIST. STORAGE EXIST. DELIVERIES AND STORAGE 0 Fin.Fir.Elev. 79.45 W10x12 - I 0 0 I — - -—-- 4 HMM PDS ENGINEERING & _7 Relocated OvOverhead — — — — — — — — — — — — — I— Im�...................... ........ CONSTRUCTION, INC. 107 Old Windsor Road Bloomfield,ConnecOmL06002 Telephone:(860)242-8586 FAX(860)242-8587 8' 16GA, Girt ADDITION WEST ELEVATION CONSULTANTS: 4x4x3/16' TS Column 4' Vinyl Faced Batt Insulation ....... 266A. SIcIIng Panel. ``tiGUTTER] n ni nrg ✓ -4 z 0 1 Remove & Relocate Overhead - F STORAGE 4'-0' Install Siding & Insulation of OM LOAD = 1 Fin.Fir.Elev. 79.45 a: 0 ii in tall New Pass Door 0 I �-Steel Grate Stair w/ Landing e ocated Overh d & 36" Handrail Each Side (3) Risers @ 6.33" each 4 -0 8,-0" 28'-0" (2) Treads @ 11" each 20'-0 20'-0" Fin.Flr.Elev. 81.03 -0 o B 12' 4 011 D 2 (a A C z 'IfP) ADDITION NORTH ELEVATION 0 11/8"=V-0" ADDITION FLOOR PLAN— >M z > 0 Uj LU UM p 0 UJ UJ M (!) w (31 .4 I-M x Qp I- IIIC)I-_ 0 06 FM LLI C ) cn z z a EXTERIOR WALL SECTION 3/41=11-0" ----I\,A-1 00 L L 0U) i LL U0 — 0 JoC< LU CL 0 z 0 L>L-, OC) Ir LLI CC .)0a N o r- Cf) < 1JL o SEAL % < ENGINEER: FB ARCHITECT: PROJECT MGR: DRAFTED BY: BF A= 100 DATE ISSUE 6-27-11 FOR CONSTRUCTION Existing Building Fin.Flr.Elev. 79.45. -It 5" CONC. SLAB ( SEE PLAN) FIN FLR.EL. 79.45 n _R —% —X —X l L i 6 MIL. VAPOR BARRIER I I 00 z 8" I 1 N I I I � iv 6" PROCESSED GRAVEL o =C;c.I I COMPACTED SUB GRADE I 1 . . . g-100 I I 5-100 0 • o 0) LO I I N Existing Building 2" RIGID INSUL. 2' BELOW GRADE I I Fin.Flr.Elev. 81.03 N 3 � o cj o I I o 1'- " (2) #4 REBAR TOP & BOT. CONT. m I I N PDS ENGINEERING & 8„ 6„ 6,. CONSTRUCTION, INC. R 00 - - - - - - - - J 107 Old WindsarRoad - - - - - - - - - - J 0 - - - - - - - - — p. . Bloomfield,ronnecficUL06002 - - - - - - - - - - - - - - - - - - - - - - - - - - -Z - - - Telephone:(860)242.8586 1 � - - � - - - - - - B.O.F. 75.28 -L - - - - B.O.F. 75.28 FAX(860)242-8587 CONSULTANTS: FOUNDATION WALL SECTION 1 3/4" = 1 '-0" S-10 T.O.W. T.O.W. 78.78 T.O.W. 79.78 79.78 20'-0" 20'-0" II II B II 40'-0" II II C IIOVERHEAD DOOR A II II 18" x 18" #4 REBAR @ 2'-0" OC j j 1 " x 1 " STL. ANGLE w/ MUD HOOKS II 5" CONC. SLAB ( SEE PLAN) FIN. FLR.EL. 79.45 I T.O.W. EL. 78.78 ;. i, ADDITION FOUNDATION PLAN 1/4 6 MIL VAPOR BARRIOR CONCRETE NOTES g^ 6 PROCESSED GRAVEL 1. SOIL BEARING PRESSURE - 3000 PSF COMPACTED SUB GRADE 2. CONCRETE TO BE 3,000 PSI C 28 day strength ) • 2" RIGID INSUL. 2' BELOW GRADE 1-1/4 ' MAX. AGGREGATE SIZE, n/2' HIM. COVER T Z FOR REINFORCING STEEL AND MAX. SLUMP OF 4' o (2) #4 REBAR TOP & BOT. CONT. 3. STEEL REQUIREMENTS 1 J r STRUCTURAL - ASTM A-36 BOLTS - ASTM A-325 's REBAR - ASTM A-615 GR-60 C3 MESH - ASTM A-185 LL Q WELDING ELECTRODES - AWS E-70 4. ANCHOR BOLTS REQUIRE 3 1/2' PROJECTION r 5. BOTTOM OF BASE PLATES ON 1/4' LEVELING Uj W Uj PLATE ON 3/4' NON-SHRANK GROUT ♦R Z FOUNDATION WL SECTION 2 �/ Z MCC Q AL m0 w a z N � o O U (2) #4 REBAR TOP, MID. & BOT. CONT. � W W 4" DOWEL 1 /2" SMOOTH BAR TO d �/� L o 1 '-4" EXISTING WALL @ 18" OC 8" CONC. SLAB ( SEE PLAN) J V/ w U) FIN. FLR. EL. 79.45 ' ¢ uT W ® l J Z _ W 0, I~-- FIN. FLR.EL. 79.45 % X % z i Z O w c9 w QLL � z O Of 5" CONC. SLAB ( SEE PLAN) ofa No EXIST. BUILDING w i 6 MIL VAPOR BARRIOR FOUNDATION I 1 6" PROCESSED GRAVEL SEAL 6 MIL VAPOR BARRIOR N COMPACTED SUB GRADE 6" PROCESSED GRAVEL 2" RIGID INSUL. 2' BELOW SLAB COMPACTED SUB GRADE (4) #6 REBAR VERT. w/ #3 TIES @ 10" OC e " u , i (4) #4 REBAR © 10 OC EA. WAY TOP & BOT. ;J.2-2 ` 42 0 BOF SEE PLAN qOe 3'-0" SQUARE ENGINEER: FB ARCHITECT: PROJECT MGR: SECTION © EXTERIOR PIERS DRAFTED BY: BF FOUNDATION WALL SECTION 3 3/4" = 1 '-0" SMIA DATE ISSUE 6-27-11 FOR CONSTRUCTION Existing Building Fin.Flr.Elev. 79.45 INSTALL NEW CLIP ANGLE OFF EXISTING WIND COLUMN TO UNDERSIDE OF EXISTING ENDWALL BEAM TO" 1, 5'-0" 5'-0" 5'-0" L 5'-0" L 5'—0 L 5'-0" 5'-0" L6" EXISTING BUILDING ENDWALL FRAME 2 co 00 0o e0 00 00 00 0o 00 0o FM LO t0 LO (O i0O to LO i0 tO tO v 0 0 v v a 0 v 00 M ;:a A � 7) � � X PDS ENGINEERING & 0 0 0 0 0 0 0 0 CONSTRUCTION, INC. cn -a _U -0 -0 "a b _U -0 -a 1— rt C C C C C C C C C Existing Building 107 Old Windsor Road n D Fin.Flr.Elev. 81.03 Bloomfield,ConnectiWt08002 Telephone:(860)242-8586 W 10x 12 — FAX(860)242-M7 1 ��1 16GA. Rake Angle 1 16GA. Rake Angle � CONSULTANTS: cb, ro +�+�Oo� oo. � rx�o+ �o+ ago+ �Q oe oQ 20'-0" 20'-0" B 40'-0" A C ADDITION ROOF FRAMING PLAN r Z 2 1 A T 10� V I� ao Lo �. a 8" 16GA. EAVE STRUT W1Ox12 UJ rUJ za a 8" 16GA. ZEE 8" 16GA. 8" 16GA. CEE 8" 16GA. ZEE 8" 16GA. ZEE ~ ZEE QO U 0 ro fii Ld z co o d of w w O V`+ Q G � U U T U 8" 16GA. ZEE 8" 16GA. a d 8" 16GA. ZEE 8" 16GA. ZEE Q ZEE � W W O w J N w In LL : W O � o J z a cn LL - -- -- - - - - - - - - - - - = - - - - - - - - - - Z O � _ 16GA. BASE ANGLE TYP11 I' DC N O cc � G ii Of Q 12'-0" 4'-0" 8'-0" 28'-0" SEAL , •fit ca„/'F�, FRAMING ELEVATION @ LINE A G^i 4 Q_ FRAMING ELEVATION @LINE 1 BUILDING ADDITION DESIGN LOADS <f � ° r^ t GROUND SNOW LOAD = 30 PSF a, GROUND SNOW EXPOSURE FACTOR = 1.0 GROUND SNOW IMPORTANCE FACTOR = 1.0 ENGINEER: FB UNIFORM COLLATERAL LOAD = 5 PSF ARCHITECT: PROJECT MGR: BASIC WIND SPEED = 95 MPH DRAFTED BY: BF WIND EXPOSURE CATEGORY = B WIND IMPORTANCE FACTOR = 1.0 SEISMIC Ss = 23.7% S1 = 6.4% smi 01 DATE ISSUE 6-27-11 FOR CONSTRUCTION EXIST. STOR.ACE EXIST. DELIVERIES AND STORAGE � � FaI,T. STORAGE EXIST. DELIVERIES AND STORAGE � E-1ST. STORAGE EXIST. DELIVERIES AND STORAGE TO EXISTINGf . •\ /per TAP INTO EXISTING \ FIRE PROTECTION SYSTEM h' I - - - - - - - -- - - - - Z a a as Z I O O `^ - - - - - - - - - - - - , \� GAS FIRED UNIT HEATER O O O p 1 j of O . 7AF OFF EXISTING GAS PIPING > > > p N d LL �` - a SPRINK.HEAD SPRINK.HEAD N 0. m m m cc Q j' a a. o- d 1 T PDS ENGINEERING & MOTION SENSOR SWITCH CONSTRUCTION, INC. RELOCATED EM. WALL PACK 107 Old Windsor Road 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" Bloomfield,ConnecticuLO6002 Telephone:(860)242-8586 B B B FAX(860)242-8587 40 —0" 40 —0" 40 —0" A C A C A C CONSULTANTS: ADDITION LIGHTING PLAN ADDITION FIRE PROTECTION ADDITION HEATING PLAN 1/8"=V-0" 1/8"=1'-0" 1/8"=1'-0" ELECTRICAL NOTES MECHANICAL SYSTEM NOTES : PROVIDE ALL LAMPS AS REQUIRED AND AS INDICATED ON PLANS WITH NECESSARY HANGERS, BRACKETS, SCREWS, FITTINGS, 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL ETC. STATE AND LOCAL BUILDING AND MECHANICAL CODES. PROVIDE ALL WIRING AND CONNECTIONS FOR ALL MECHANICAL EQUIPMENT AS SHOWN ON PLANS, INCLUDING DISCONNECT SWITCHES 2. GAS PIPING BY HVAC CONTRACTOR. PIPING TO BE IN SCHEDULE 40 BLACK IRON FOR ALL EQUIPMENT AS REQUIRED BY NEC. 3. POWER AND CONTROL WIRING BY ELECTRICAL CONTRACTOR ALL BRANCH AND FEEDER CIRCUITS SHALL BE ARRANGED TO 4. SEISMIC BRACE ALL SYSTEMS AND EQUIPMENT AS REQUIRED BY LOCAL CODES. BALANCE THE LOAD ON THE PHASES AND SERVICE. ALL ELECTRICAL WORK SHALL CONFORM TO 2005 NEC, NATIONAL, STATE AND LOCAL BUILDING CODES. ALL MATERIAL AND EQUIPMENT SHALL CONFORM TO APPLICABLE UL AND NEMA STANDARDS. THE ELECTRICIAN SHALL COORDINATE HIS WORK WITH OTHER TRADES AND SHALL PROVIDE LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO CONNECT ALL EQUIPMENT, LIGHTING, AND RECEPTACLES DESIGNED FOR THIS PROJECT. CONDUCTORS SHALL BE TYPE 'THHN/THWN' OR'XHHW', 600—VOLT STRANDED COPPER OR ALUMINUM. CONDUIT, WHERE APPLICABLE, SHALL BE EMT OR PVC CONDUIT. Z THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE NECESSARY ■■ CLEARANCES AS REQUIRED BY THE MANUFACTURER OF THE Z EQUIPMENT. r Q INSTALLATION OF LIGHTING FIXTURES um INSTALL LIGHTING FIXTURES COMPLETE AND READY FOR SERVICE Q W IN ACCORDANCE WITH THE LIGHTING FIXTURE SCHEDULE SHOWN ON 9 e i .. ■ THE DRAWINGS. BAY W WIRE FIXTURES WITH FIXTURE WIRING OF AT LEAST 50 DEGREES C. RATING. WHERE FIXTURES ARE MOUNTED IN CONTINUOUS ROWS, Cl PROVIDE CONDUCTORS IN WIRING CHANNELS OF THE SAME SIZE AS A Z THE CIRCUIT WIRES SUPPLYING THE ROW OF FIXTURES. Z INSTALL FLUORESCENT FIXTURES STRAIGHT AND O M U W 4 TRUE WITH REFERENCE TO WALLS. W U /J W Ifil+ ii INSTALL ALL LIGHTING FIXTURES, INCLUDING THOSE MOUNTED IN Z CONTINUOUS ROWS, SO THAT THE WEIGHT OF THE FIXTURE IS Vr v• Z SUPPORTED, EITHER DIRECTLY OR INDIRECTLY BY A SOUND AND O SAFE STRUCTURAL MEMBER OF THE BUILDING, USING ADEQUATE ® C) Z NUMBER AND TYPE OF FASTENINGS TO ASSURE SAFE INSTALLATION. B Lu �j J V/ W W 0 O Z Q p® Li � Z 1— V ��..�..�� �iR Z W li 1-- V Z 0 W - C) >- Z W J LLJ Of 0 � a O<f SEAL `p4 GOfVfdfC • , 0 tz '2 ENGINEER: FB ARCHITECT: PROJECT MGR: DRAFTED BY: BF MEwl