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HomeMy WebLinkAbout206 BUCKLAND RD M&R LIQUERS DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APP 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Buildin In Application must be printed or typed FEE SCHEDULE Location of Job: guckLmeg � VoP� $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= nn $15.00 per$1,000 III + I p or any fraction thereof Tenant Designati Apt.No. APPLICANT -Q L I yc-4 f i C C APPLICANT ADDRESS D,S � 14� , -�► C— APPLICANT PHONi# €'�`� — �� Z -S—S! - CP l� 8eo -6SS'38G� D w N St OWNER ► r 1j- LAo C OWNER ADDRESS 14 CIO) OWNER PHONE g G Z O C ESTIMATED COST$ 9, -2 b IS THIS A CONTRACT COST? eyes _No FEE ENCLOSED$ p,. S . 0 TYPE OF JOB: 43-V5 R C _New llation _Alteration/Addition/Repair e9-0 1 L4 c) Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A El RESIDENTIAL BUILDING PERMIT APPLICATION? 0 YES ❑NO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY 0 MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK Ll 0 10 pjp& 04-7 0.4-5 i ,e 9 e � 4 A, THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE I EX 5MH-30 10" RCP MUN. / No TF=152.48 `3 INV:151.75 FLC8'3=138.GG 8 58'• �,�� FLCG"Y•14G.08• 30>4 � �o 16,� • Cal I T�[}L DROP 70 q7j\ u W/F #9 O / IIIm N 10 RCP INV:150.12 `` 7U . - 1-11 W/F #8EX. CB � 770 TYPE "C' zI zTF:149 4 � 0 INV:144.13'18" r W/r rn �X. �11 INV 144 11'�4" I I _ IN ` # CB I (_ ) J "YPE "CL" I I I _ - HEADWALL •\V RCP , F: 148.12 I I 1 `^ `- V: 142.97(1 I.R. 4") C� ! I 1$ RGP �� 25, ' N 1 ► - NIF S. y, (HELD) , 24 W #5 P c 1 - CRAIG & LYNN _ KOCHANSKI \ I - / x BC '�4 k I (VOL. 1805, PG. 65) � 0 20 60 I '`dir• 25 D.R.O.W IN FAvGR AREA = 4$ Sa4 S.F. 20 10 40 TI-:148.5 1 ' � \ �;-) I OF THE STATE OF 1.122 AC. INV:143.70(24" / I CONNECTICUT do TONh OiF INV:143 72(24"i IM ) ( I (: SOUTH WINDSOR 1 I/ 1 (VOL 694 PG 136) 5Gale in Feet , l J I I \ 1 STC)PI (VOL 1805 PG 65) - / / / SIGN 1 W/F n f I 25' 12' tiDPE / o 4& EX G8 EX GB 5-2.7GZ �* rn I TF-14q-53 / TF=149.54 12'FL-14;p9.3 12'FL=14G-24 N 14'141 12'FL=14G.19 5 �1 - G LT EX GB k GENERAL NOTES ` ! w i �7 -' - -. G, TF=153.53 1 12•FL=150.0 E �1 J - __ 12'FL=150.03 1. TrnS SURVEY t1AS BEEN PREPARED PURSUANT TO THE R�.W�.�► �5 I3 OF GONNEGTIGUT STATE AGENCIES SECTIONS 20-300b-20 AM mC 12" FE Nt�+ O w` 1 x 1`�`�a `>'Lr: ` G'FL-150.28 5 I / p N F -STANDARDS FOR 5URVEY5 AND MAPS IN THE STATE OF GO�+iG T FLI 145 5 `*' Ge \ aT '`c - c` \ W/F #3 I o ip ARLEI;\IE C. CROTEAU A5 ADOPTED BY THE GONNEGTIGUT A5SOUATION OF LAND r I 1 14q _ 'w- abyF L5274 �� ' p I�v- 143 PG. 337) 5URVEYOR5. WGORPORATED ON SEPTEMBER 26. 1996. -t; 14a .>�-TREE o � ,�.�' `r_ _._ �„ - ,�,�; / x LT ��-` � LIMIT OF INLAND _� (VOL. 2. TYPE OF SURVEY = IMPROVEMENT LOCATION SURVEY r = err w WETLANDS (TYP) 3• BOUNDARY DETERMINATION CATEGORY = DEPENDANT RE-SURVEY \� �X]�0.G118 15 r w- �,0.3 5? w_ _ W \. SEE NOTE #7 4- UNDERGROUND UTILITY. STRUCTURE AND FACILITY LOCATIONS 7 I .92 In \ r -MYD r _ I U*4D6 - Pit ��4Yo � v 14 � \ \ I ._ �JGO _ 9 � ! DEPICTED APp�NOTE��EERDE BY TttEE BEEN RESPEGTIOVEPUTILITYI GOMPANIE4, RAP7Q1 \ `r - - ! Gv Ll; RECORD MA FROM _r ` OR GOVERNMENTAL AGENGE5. FROM PAROL TESTIMONY AND SIGN / , \\\ \ x 1SLk� 3 T"E� �525 7� r3D2 w ' • .5431 Qr7 `c `9 c 7 \� U OTHER SOURCES- THESE LOCATIONS ARE APPROXIMATE AND OTHtR 12'FF ' / FLU 141 1 I 1 i 1 1 I I �CFT 1.. `_ -•ti DIRIV[ c #2 5" FEATURES MAY EXIST UNKNOWN TO DUFOUR SF ALL to 1 1 _~T'. 1 111 � HDPE S-i`�'� -r_ C �,{�e \ ' ASSOGWTES. THE SIZE. LOCATION AND EXISTENCE OF ALL •�lx.f1 l f f 1 ��v 1 w` -oc G OGv,, 1�,�1 -� FEATURE5 MU5T BE FIELD DETERMINED AND VERIFIED BY THE 1 .5o x. _ 3' `w _Gv I _ / r - l 1 2'S2 G LT A 2S, GALL BE ORE YOU DIG 1 SOOR 922 4 TO 455.TRUGTION. RIP / 72/37 26,g "_. . I I Gv x 72 S .1 �x RAP / / ` 154.95^ I06 r L�r£`c r 11 GV o ? `�` ` S LONE = BUGKLAND ROAD GATEWAY DEVELOPMENT ZONL EX GB 154 LYE i I c`r r - 68\. \\ \ r,SS / = ;I 14a•49 f. / x 153-n - s gP �Ypf, � yy� 1 c� HORIZONTAL DATUM 15 NAD83. VERTICAL DATUM 15 NAVDee 14w7D / LT TF=152.19 / 15�. 15506 -- • F RAN 15480 0 / 12•FL4149.14 E / / c 9' SaO �• \ \ 7. WETLANDS IDENTIFICATION PERFORMED BY THE HIGHLAND SOLS. LLG 12'F - 45.89 W / - 155.72 5 155.48 \ •. \\ 92 CH I r r1 `v m 4 -_ 15581 A/ W AUGUST 200G AND FIELD LOCATED BY OESIGN PROFE55IONAL5. INC`jp. - go /ro1r\ / I 141 4- J 32' 12' E q1 I I , I / r l 1 I , �U 192 I 5=5.94 I l l l l ( =n �n / \ / EX GL I O 148.G5x�. 1 c="i \ ( \ 7F= 54.39 , I n / / / / 2 a� 7 * \ 2"F . '\ LR MAP � � NG ' In/ \, 1 EX. C8 1482G I 9 1 I I 1 1532A Ir \ a 1 W/I #2 ` TF:146.5 I I ` " I 1 I 1 ~ \ \ \/ 3.. 4(Sj I I I 15346 �"` orOGRAPt1I + BOUNDARY SURVEY PREPARED FOR M+k l IULICKS INV:14 / f ( "_ �._ 1 I ; I I 1 I 154.73/ 2 \ \ .\ \, 2s 15s�A - INV:145. 4 0 ;E) C � I I I `� I I 1 � �- 20G BUGKLAND KOAq SOUTH WINDSOR, GONNEGTIGUT, INV:143.94(6 NL) I I / 154 IT \ \ S.Y, SGALE,1*-20'. DATE- 11/9/OG. SHEET 1 OF 1.• C12'IN3= 43.49 148 I I x 14 • 144 \ 1 / 147 ry 44 fx />52 3'TREE 15353 154.81 1552 r \ a��\ �L54.65 \ W F 3 0���= DAWRENGE RFEGEISOSLER. JRG- L.S.412327 / I EX GB 3 15294 I! �v I arc 3� GAS \\ _ / ~O / ITF=148.2 = I I i / / / 153.35 I v o J FL=145. 9 / o ^ ^ 1 j / / / N 1_ METER I .4 ; 1 4a1 - - _ ` - 93 3k T LOCATION SURVEY - PROPOSED. PREPARED FOR Q' x 14a.46 , r I / / I 1 1 1 2. IMPROVEMENT I J �\o I / l l - 1 I I w 1 / ,/ M+R LIQUORS. 20G BUGKLAND ROAD SOUTH WINDSOR. GONNEGTIGUI v I I l l 2ELECT SERVICE # I 'a I // SCALE=1'=20'. DATE= 5/15/07. SHEET 1 OF 1.-� .�;14r / 1 / '") ' ' ! x N.11u= I I4�.q1� I I x 15G19 ° DESIGN PROFESSIONALS. INC. 12' Ff /141 / 1 - \ ,,x P / N !! ry I EXISTING � BUILDING I I ~ LAWRENGE R. GEISSLER. JR. - L.S-#12327 Q /IIII / ! �293 j #206 BUCKLAND ROAD wJ i W/F ;i14 1 ' / O FL- 14�. 148.GBiC I I / 1b2 / a / rt -�+ 5521 ( s. II / 4 }r FF = 155.92 m / 3'TR I 145.18 ac \ l I l �. II 1 r� O ; y ! / Q •7p 155A0 Ts \\ (x 15ri.71 / EX. JMH 146.7 1 8 1 1 �. d Z 5MH-2+� � � t � � 14b.721 145�41 r / a3 '� '-- ^' � h./ 155.T7 �-� TF:146.12 F=147.49 tv 66. , 1 EX. C8 INV: I x 4� -i / 1 / / 9 \ TF' 145.60 LC8'3=131� 5 II , / a / 1 OB INV 143.55 l FLCG'3=14 • • OUTSIb DR ��_ // x15424 /C _ I' / LT 1553 I 149 12' F 14711 i � -- - . 152.73x 15325 / T``f55 0► / 155.47 / \ _f FL: 91 r 148.98 r _ T // I x may, BENCH \ 1 .v -'� 14a. o coN� tI42' 6. HYDRANT / \ SNET/ 19 x w 153.81 153. SDR- `g 3 \ 148-G1x � � \� I '� \ 35 S_ 155.7G x ELEV: 148.60 / U / zq� \� 1514 15414 8- z x10 90 ��� .K147`.5Q � 15.4.82 � EX FOOTING DRAW 154 W/F W/F p & BARBARA I 1 11 /i .; RZAP� . x Q0 \ RAMP 26.2' OUTLET PIPE /X ,n484 1 /'T.. 147.12 1 1G Iu x 89 -w I / \d51IIG 15 \ 15235 1 \\15 69P cps t55.631 FF FL=144.22 EARL�A REICHLE W.V. / w �° :::..:.. •. \ 153A4 \ 9z -92 m :: ;'S or4 14�57 v W ) / f 14G. o , c Kr .1 -4-7 7 , Q 4.47 "<K ' �°' (VOL. 248 PG. 242) , \ 1xs- Ltib.77 A5 ,Orn O I I I 1 I o \-� \ \ �� \ ml C x 7 / N 0, EX F\bOTI G DRAIN , 1482 z PCIND I I I 140 a \ �, �\ ONC WAL OUTLET E / x "� 1 ,3P WATER ELEVa145.55 I / co U � C1y \ 7c FF 15488 x 155 �t 4•+ EX GB \ LT PAD 'DOENTER' FL=148� 4.R N x'f i / i n3', �� TF=150.24 154.41 �p 155.92 95 154.72 ENTER' NOT / I f 146 r 1 1 ! I =n 12'FL=14G.84� E CURB SIGNPIP / \Sv772 7 l 1' I 1 RAP ^�, I2j I r 2'FL=146.19 N1T \ 153 \ 9 L54.77 155.94 154.39 / J/ W/F 5 D \ ` \ \ IIC • 154.5b / ar 148 x 145.23 ro P£ x / £S G 3P 155.39 ( RIP x / 5 - D \ A P AP / Ex. CB x x 1e851 \ 1 LT 1 EX YD S TF:145. 9 - \ x 153�2 cP 15439 x OG � 15 5 TF=155.00 ors �J s / INV:14 .00(NW) ,148.02 x 14827 \\ 145 12. 154o'z 1 0 4 G'FL=153.50 5W / INV:14 .15(N) -9p 0• " 43 148 , \ 1510G DPE S=O v -- -- ,38 9• \ INV:142.00(S) J f R 310. p 42 �x 1 4 15014 I' II --887_ x-1539z j54 _ _ �- �Co // I-1 + R LIQUOR 5 INV:1 LC_N 3/4-ROO 47.00 1 4 SPA 152.47 LT J l l 32'47"W 28 29 47.G2x ¢9 �I 15L08 5 /19I EA 3-TREE x �-� 2 \\\\ A rp? P / REVISED 12-9-2008= ADD FOOTING DRAIN OUTLET PIPE " �T u?B 1 r� S.Y, - - \ � •°' // / � TO MY KNOWLEDGE AND DELJEI`. TrrS MAP IS SUBSTANTIALLY - N76 33, 2.47 y 74 A5 BUILT PLOT PLAN I J �8 wx ` - \ 8 cJP - P / It. CORRECT AS NOTED HEREON- THIS MAP AND SURVEY WERE O nn D 162.j 0, 1 \` 15323 15353 CFS • 9' wA 153.G8 \ 0 // PREPARED N ACCORDANCE MATH THE STANDARDS OF A UA55 O �J v� / rn _ 12"FE 15� &T Clq� 1536o G � // A-2 F T-2 SURVEY AS DEFNED N THE CODE OF PRACTICE FOR PREPARED:FOR PRE5GOTT BUILDERS cd L= 145.55 6 .94 3'TREE � cp / STANDARDS OF ACGURAGY OF SURVEYS AND MAPS. ADOPTED x` _ 153.n 7 15434 / / sEPT. 26. 1996 A5 AMENDED 9Y THE GONI�GTICUT ! #206 BUGKLAND ROAD SOUTH WIND50R. GONNEGTIGUT N/F \ 15421 - ---/ / ++ _�•� � \ - 5 - /i AssocanoN of LAND sLRVEroRs. NCORPORATED. 1 APPROVED- RONALD H• DUFOUR-L5. #12319 / o REICHLE EARL ___ 1 \ SCALE= 1 =20 V 2 1/2' I.P. A. & BARBARA DATE, 11-21-2008 JOB NO-= 07-60 FILE NO.= \07-GO - >� / / x -V Sl1/- 15G26 �i Qp` �1 H. EX-GB das 4 x , _st y DUFOUR 5MVEYNG Ror>�TES / (VOL. 248 PG. TF=153.37 R�7o 204- \�k KryR (r �, L ? 22 WEST ML 12'FL=148.12 W LC �72 900 ��FfiyCF\ 11 j J / / 242) Lf . fir r� NEW NARTFORD. GONN. 00057 /J B'FL=148.37 N RONALD H. DUFOUR - L.S. #12319 BGo-739-o22z J / G•FL=148.12E 73 4?O6•W 101 95 1 1/2" I.P. N m SEAL NOT VALID MrtouT EMB05SED S " Q / EX SMH-3* MON. TF:152.48 INV:151.75 RCP NIo�" FLCS')=138.G0 \8 S N I I C?, FLCG'0=14G.08* I I�lln I� OUTSIDE DROP 48' W/F #9 7U / v O 3 II I I 10" RCP 3 INV:150.12 D IEX. CB W/F #8 \ rn / TYPE C I SNE 1 - rq TF:149. 4 rn J�,.1 ��� � \\\ I INV:144.13(18") I I 51�1 �! C'N _ - �W/F 70 rn EX. CB INV:144.11(24') I I - _ HEADWALL W \ rn TYPE 'CL" _ _ - �\- I RCP TF:148.12 I N 1�5,148.87 # INV:142.97(24") I.R. N/F 2S, S ?4•• RCP 1 o = _ _ - l CRAIG & LYNN W #5 Y (HELD) I - 4^ R P _ = KOCHANSKI I X. cB I VOL. 1805 PG. 65 TF1 48.5 .. .. . I AREA = 48,884 S.F. \ I 148.GG I - _ , ,. 25' D.R.O.W_ IN FAVOR ` II OF THE STATE OF INV:143.70(24��(E) / .. .. . . . CONNECTICUT & TOWN OF 1.122 AC. I INV:143172(24 (W ) 1 i :: I SOUTH WINDSOR Lam' 1 20 10 O 20 40 60 (VOL. 694 PG 136) ` 4,n C°a / / 3 \ I I (VOL 1805 PG 65) ` Scale in Feet SIGN I S 1 25' 12' HDPE M 48.93 ,� j EX GB EX CB W/F # 5=2.7GZ rn I I TF=149.83 TF=149.54 I c^ I 12"FL=14G_93 vP' ^c I I 12'FL=14G.24 N Cs1 I V11J r�yl pQ � I c c_ c 1149.41 12'FL=14G.19 5 ^c_ _ LT 1 W__ >� c c - _ _c_' S1T CURB x 1.33 EX C13 TF=153.53 0' I 3 `w w 1 M _c^ -c, 1�� TF=15 .53 E 3t GENERAL NOTE E) 12'FL=150.03 W 147.89 i C W_ 1 1 x 1�1 c` '�� G"FL=150.28 S 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS 12' FE cA I i Z'Ggs -c I FL: 145. 5 ' 'w+ GB \ r c , O ,� OF C ONNECTICUT STATE AGENCIES SECTIONS 20-300b-20 AND THE I / i 1 14930 _ BST DRIVE•1 // `c_ 15274 W/F #3 O/l �y N/F 'STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' I 148. 14=7qq- \ 'w- _w` \ / 03 : / x 12 8 (0 I ARLENE C. CROTEAU AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND 47951 2 TREE A 15025 BIT \_w_GV / 1533G 3 'T` `T I LIMIT OF INLAND �, (VOL. 143 PG. 337) SURVEYORS. INCORPORATED ON SEPTEMBER 2G. 199G. \ 1�0.611 CURB 15 32w w -w` 153- WETLANDS (TYP) 2. TYPE OF SURVEY = IMPROVEMENT LOCATION SURVEY \5 �� SNET20 4 147.�9 \ CIE- / -w S2 (N 3 \ 1 3. BOUNDARY DETERMINATION CATEGORY = DEPENDANT RE-SURVEY I ,E_HYD -�_ , 1t4.05 SIT G SEE NOTE #7 W.V 147.52 I / / 2j ,7¢J\\\1s ` �/_ \ / // -w `w_ 53.G0 3 GRB ___qGV \ I �- 4. UNDERGROUND UTILITY. STRUCTURE AND FACILITY LOCATIONS 15215 / -w_ DEPICTED AND NOTED HEREON HAVE BEEN COMPILED. IN PART. FROM '� 12"FE 1 / I / \ \\ \x 151.30/ 3'TREE L52 57 �c 153.02 w, 154.31 c ' �55. I \ \ RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES I SIGN FL: 145. 1 I III \\1 1 1 I I .,� �E�cT 153 // - x w_ BIT DRIVE �\ c 'c` \ OR GOVERNMENTAL AGENCIES. FROM PAROL TESTIMONY AND FROM DOPE `�-1 7 c _ •�154.08 `w _w_ _ \ _ `\ #2 I OTHER SOURCES. THESE LOCATIONS ARE APPROXIMATE AND OTHER / x 14551 \ Q 1 .50x I I 1 1 1529° 5 TREE 54.17 w 154.G9 �GV I SUCH FEATURES MAY EXIST UNKNOWN TO DUFOUR SURVEYING 1 I I I 5 88 4 ^w _GV \ 1 ASSOCIATES. THE SIZE. LOCATION AND EXISTENCE OF ALL SUCH � 22--/37 152 126 9, 153.8 7 152 15 3/2 S2 GV� �°D4 \ 1 LT x42G 2 FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE 7 / / 154g5 -F UG GV I GV x 472 S' APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. O �1 .G5 x Z47 / R�P / / / / / / - 1O8 cELG \ GALL BEFORE YOU DIG 1-800-922-4455. EX G 154_ 155.G 1 _ - 154.85\ \ \1S _ L 95,(,Il 148.41 / / M`�:,'"`:`.. / / / / / x 153.71/ 155 8 5 h f 45508 x W 1 (-v N 5. ZONE = BUGKLAND ROAD GATEWAY DEVELOPMENT ZONE S( d ^ ' /14670! / LT TF=152�19 / 15�.18 155.A5- SPgC�s Dp£ \154.* 154.80 0 / # S Ili N �' I / 1271-4149.14E / 15559 C 9' E Sc RAN \ I 1 - 45.89 W / / ON o8 L55•48 I G. HORIZONTAL DATUM 15 NAD83. VERTICAL DATUM IS NAVD88- I �9 1 '4 3 155.72 8 \ \0' 4.92 `� oc 155 81 147.4 >a I I I � udltl / o / w // W GO 155.3 EE \ Y\ 16 yJ/F A//V�INk 7. WETLANDS IDENTIFICATION PERFORMED BY THE HIGHLAND SOILS. LLG 47 oN I I •", / / ,- / /� NG WAL -vim v \ FF C IN AUGUST 2000 AND FIELD LOCATED BY DESIGN PROFESSIONALS. INC. I 32' 12" DPE I I I I l i l / I ro ; // p gLl1 155.84 A \t�P 1�s / N E I o / 154.8 / 5=5.94 �� I / / / / / / / /2 � £154.GG \ / p 148.G5x� I d; N I / / / / / / / v / / O \ \ / EX GB 55.97 /n l / / l l Q / ti523 5.7 ( � TF-= 54.39 /152. ! ,n ,n / 4 \ \ 2"FL=150.89 �� I.R. I I I I I a w 11 1 1 1 I I 152.G 291 ! =n I 6'\RL ,155 G'FL=151.39 1555o MAP RE1=ERENGES / 444 f EX. CB I x 1482G I I O -.� I I 1 1 / 1 I 1 15323 d' 1 I TF-146.5 I I I I I I l 1 / I I l /~ 154.12 \\ \ \\ W INV:143.J.,S) / I I I F / 1 I I 1 / I / 153AG x I INV:145. 4(6"SE) I I I 3 I III 1 1 I / 154.731552 \ \�3 ; x .54 INV:143.94(6"NE) I 1 I I / 1 1 1 / 15453 155. \ \ \ 155.59 \ 1. 'TOPOGRAPHIC + BOUNDARY SURVEY PREPARED FOR M+R LIQUORS C12'IN0= 43,49 • 149 -1_-:14e _ °• : . I I 1 / 1 I I / ti LT x 5.14 `"\ \ \ 2S. S y ` 206 BUGKLAND ROAD SOUTH WINDSOR. CONNECTICUT. / I 7 :4- l l l l /15R.3 / - v y 4154.G5 \ : _ 3'TREE 154.81 cv ` SCALE 1'=20'. DATE 11/9/06. SHEET 1 OF 1.' G`� __-_...___ / / 1 I / /" / / 15 2 15353 / 1552 -�_ �`� \ \ 1 to �' DESIGN PROFESSIONALS. INC. EX GB 1 I I l l•`�l l 'L I A \ Q QJ° 3 / I / / 152 ro 3 \ W/F #3 � / I I / / / / / / / / / 153.35 a I j � GAS \ \_ � LAWRENGE R. GEI55LER. JR_ - L.S.#12327 ,$ / FL=145.jq 0 I / a 2 METER 40 � v p� V- x 148.4G I v I / I l / l 1 / / / I ? c� 1 ' 155. )� .81 5`� ro `� 2. 'IMPROVEMENT LOGATION SURVEY - PROPOSED. PREPARED FOR ELEGI I I gER(h:;..: :: h,� x154.11 w r I SERVGE I #a I / M+R LIQUORS. 20G BUGKLAND ROAD SOUTH WINDSOR. CONNECTICUT, 12 FE I I I I l l l�, l Q / " N I EXISTING BUILDING , 1 I I x 15G19 h� 5GALE:1'=20'. DATE= 5/18/07. SHEET 1 OF 1.- 12' 14 . / / /`) / 1�2` W :n �' I / DESIGN PROFESSIONALS. INC. I 1 I I % / n �I I ti ! � � 148•GS , I / , / � #206 BUGKLAND ROAD J � I O I I �I / I / 11 #5/ / / ( 5521 FF = 155.92 f "' V I W/F #4 1 ; LAWRENGE R. GEISSLER. JR. - L.5.#12327 �' \ I 14G.7 3'TR II II 11 145.18 I l /O l l l c�i U / m 15 157 \\I \\ \1 I EX. JMH 1 / / / / _ti 155.00 TS \ x .71 SMH-2 146J2 TF:146.12 � I I il45.�4/ / / / / / m `n ~ 155.77 155•`� / �` 1 F=147.49 i h15 _ E X. C B INV: O I x / l l I I / l / / I 1 TF:145.60 LC8"3=13� 5 66.9' I INV:143.55 FLCG'D:140 * L 1 :';•SAP i / / ,,p \156. I / OUT5116 DR P 0 14 1 x ` - _ '/i / / / / x 15424 �` � / LT 5.08 \ 12' F I 147.11 / 4 -- f ' /2,73x/ 153.25 / / n / 155.3 FL: 91 I 14w18 �• �C 1 I 15359 // I : BENCH MARK 1 148.a I r o \ T i �' x155.97 v� HYDRANT / SNET/ 19 x, 4 148.G1 H cA I\ 0NC H'qL \ 153.81 153.�4z G- SD _ �z \ p x °Q\ \ I\ K 1514 \ x R 35 `J= ,� `r1 N�5 4.99 ELEV: 148.60 / I p IN ,�� \\ 15 .39 .3G \154.14 154.82 V'C� vIIV�� iL 155.7G x 10 l / 13 �148.9 �i i P \RIP X I \ RAMP 26,2\ i54. C•pA�J C 154.G W/F #5 x i .10 N F \A\ 14 - \ I 153.1G 3 p \ / M ao1 j •;: :. \,. Z \ \ \ 153.04 \ RAMP 55.41 FF i to / 89 W.V. �►y c I d ( : ' 151�1G 15159 1 > x I J I 14G. / it `~d '( ::'�5f6fl 1.81\ o y� 1 152.35 \ \154.G9 GpIVC 155.G3 `� (�� 154.92 � EARL A. & BARBARA 1 I R. I I I �\ \\ 54.47 155 � 155.77 y�c� +��tA m i o, H. REICHLE Nk 154.95I o; (VOL. 248 PG. 242) 1� 155.1 / / FOND I I - �'eT`r 5.G4 m (D / I / 148.2 x M I / /WATER ELEV=145.55 I 1 / I \ \ �' GOIyG x 7 / N I I rr 153.97 Gp LT \ \ K'ALI� 15 1 PAD 154.88 x 155 4"RO N 1 I I 1 / m 4 T GB \ 154.41 155.07 �O FF 55.95 -DO NOT I� \ GU SIGN R' /�l I 1 1 1,,/►/T =q =150.24 / NC 155.92 154.72 , S. 7 I 1 1 1 IP # 1 / I \v 12'FL=14G.84 E \ \- RB 4.87 A 154. / 77 W I I 1 FLAP ' ''. 2( I 12'F'L=14G.19 W \ 153.96 \ 1555 155A4 fP`�FF \ x152.30 \ 9 SP GES 154.77 154.39 S` W/F #6 \\ \ w Eq 155.39 15455 EX. CB \ - 1 - •- RIP TF:145. 9 \\ \ \ 1�851\\ \ \ \\ x 153.52 �p - J�0 Gl AP EX YD / x 1�8.27 ) \ \ 154 39 x 5.OG G 155.00 INV:14 .00(NW) \\ \x148.02 / \ \ 145. 12. \ �O �54 O INV:14 .15(N) I R_90. 0 42. 3 148' \ I 151.OG 0 5 TF L=15 0 INV:142.00(S) I / iM-0, 0 \\ _x 14814 ( _ sx 150.14 I c�3� H� S=0 88, �O x `>�- -154 __ .38 43 0"FL=153.50 SW INV-1 2.23(6 ) I N \\ 1 \ I 4 Sp / 15247 LT r GtOCv l LC� 3/4"ROD 47.00 \ 32'47"W 28.29 47.G2x� Z 151.08 q Eq 3'TREE 153.04 \�\ �9e� /// M -d- R LIQUORS \ S / 70 \ IV 7g• 5247 • / V C� � x 16 \ \\- _1 \ 15323 8 Sp G \ pGco 74 // 156' TO MY KNOWLEDGE AND BELIEF. THIS MAP 15 SUBSTANTIALLY A5-BUILT 'LOT PLAN I 2.10, 15353 ES s 9, CORRECT AS NOTED HEREON. THIS MAP AND SURVEY WERE O I 12'FE 15125 BIT GU Eq U`3 \ J�0 / // � PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS U u l I I I � FL: 145.8 RB 153.80 G / / $4 0\ , > A-2 •1• T-2 SURVEY AS DEFINED IN THE CODE OF PRACTICE FOR PREPARED FOP- PRESGOTT BUILDERS � � � 1 -94 3'TREE a // I STANDARDS OF ACCURACY OF SURVEYS AND MAPS. ADOPTED I I '15 \ 153.77 7 15434 / o #200 BUGKLAND ROAD SOUTH WINDSOR. CONNECTICUT 2 // r N/F 15421 / 4 SEPT. 26. 19% AS AMENDED BY THE CONNECTICUT c REICHLE EARL 154.G2 - "00_ _ ASSOCIATION OF LAND SURVEYORS. INCORPORATED. SCALE= 1'=20' APPROVED: RONALD H. DUFOUR-L.S. #12319 A. & BARBARA 21/2" I.P. 5'� H. x - 15G.2G DATE: 11-21-2008 JOB NO.: 07-GO FILE NO., \07-GO IC x 2 I (VOL. 248, PG. Ex 15C,15 °-s4 �\ ��!! TF=153.37 R,1 2 04' 242) 12'FL=148.12 W L>>0j29s000 \FfNC' Cam_ a o DUFOUR WEST HILL ROAD SURVEYING °�TEs 8'FL=148.37 N LG�N73, � RONALD H. DUFOUR - L.5. #12319 1/(/(27 0 ° NEW HARTFORD. CONN. 00057 I I I G'FL=148.12 E 42'Os.,w 860-738-0222 101. 01 1 1/2" I.P. NOT VALID WITHOUT EMB055ED 5EAL I SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT ***** FOR C OF O ADDRESS =---?O u �r/ f�i�t 1,2� LOT/UNIT# Reviewed by (Engineering (job CONTACT/DEV_ �/��S<� rJ��1 � S Kwl,o! Date Reviewed 11 Approved nied i PH# �P- � SS-C toS a5 i Reviewed by 4�I ALL (Planning) Date Submitted // '4 Date Reviewed � J� prov Denied ' jrPrr eoocLsv Ole- v�� y � 8 O,!- 01175-�L Date Reviewed Approved/Denied(Health) As required in the Zoning and/or Subdivision Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan J 2. Finish grading per approved building permit plan 3. Site work; i.e.trees, shrubs, dumpsters, required parking 4. Utility location; a. sanitary sewer/septic systems b. foundation drain C. electrical &telephone d. water e. other t. 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning &Zoning/ Inland Wetlands Considerations hGCC� a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS: fv'PPd Ae✓1 _ _ - -rhou'�n cro�s�,;a✓-,� •. w= ' f�cXj �D•'^X�/• �'J CXr A i--) 4<xn oa -(o AJ-1301LT P��^� t✓ lr PAD ,;J-; TA n, , �. s t nN 4 Sa. ovrCJyT s-ncr,rc�P Vfkl�� Msii V4 G4jTiGP.A:� �rL (/;,vr..�<ap%� I�,r�;�_,,l � Qyc1�.A•� �sAp — � xS W ` - f s/engineering/molloy/site compliance checklist • prop Velivfries ,AsrwilP� DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application is hereby: TOWN OF SOUTH WINDSOR PERMIT BUILDING DEPARTMENT APPRO1�� 1540 SULLIVAN AVENUE Bldg.Permit# 6 t 644-2511 ext. 230 goo 3a5 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: �G �O $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT L 46�r 7-10 c Yid G APPLICANT ADDRESS rl U),,' 7- Q C) 1y T(aJIU ,} d --5/6 a M /G"` d /U/V C6 0 0 �- APPLICANT PHONE# �?-60 ._ --)/ - b J'9 Ow N $F,q OWNER Mf4luid/U d-KU 14 U N5CU//l--e 00e //�a 5 OWNER ADDRESS N U -721 �L/-,I-N d M (+AICIIO-5 T<<z (?6titi 060(1 )L l �OWNER PHONE O - (o .3 50 4/ 0 , . /C ESTIMATED COST$ /3�„ !sir d a, ert w: �.� IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ 5, 0�� TYPE OF JOB: "� r 1 o L R i 1 �q OR C �New Installation ` _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A El RESIDENTIAL BUILDING PERMIT APPLICATION? )<YES ❑NO BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME_-JAIN S S. Tfn AQ 1 PHONE ❑STORAGE 5/9 Q / ❑GARAGE ADDRESS ❑MDCED USE CITY L',9.*-e w -y STATE C T ZIP f16.238 (Other please specify) TYPE OF INSTALLATION/WIRING MET OD SIZE OF SERVICE �� SIZE OF MAIN CONDUCTORS Son filc$4 NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS�_ REMOTE DISCONNECT REQUIRED? DYES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 1,5*1 ew THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE (VA-1-7-L=7 2 �sn A�.S DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT — — APPROVED 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# Dal to Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 F:Tenant Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT L 7' 'C)ec�r j'c C�6 • J-!`i� APPLICANT ADDRESS 75- (,•) - eLeG-Y-� �,,= 06 ooz. APPLICANT PHONE# 7 w N S F OWNER o o q OWNER ADDRESS /Zd 70 141Y u r AV �i A/ k ✓ C%- o 6 a �Z OWNER PHONE S G G C ESTIMATED COST$ 0-0 IS THIS A CONTRACT COST? /Yes No FEE ENCLOSED$ /,5 1��S O�� TYPE OF JOB: R C 4--Iqe-w Installation —Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A El RESIDENTIAL BUILDING PERMIT APPLICATION? X'YES ElNO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 60 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 10,71q- W -4—/ 4e7- CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY WMERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. !oto ley T- ! T/ c CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE—Z2!41olo k DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT M PERMIT# TOWN OF SOUTH WINDSOR Application i y: BUILDING DEPARTMEN PROVED 1540 SULLIVAN AVE Bldg.Permit# D 644-2511 ext. 230 1' OC g 1% S°u�h�PPR(M Date ding Inspector s� ���� O`AG pE `}�,\ °y ENS Application must be printed or typed FEE SCHEDULE il\�p�NG Location of Job: 9 ,D( Ovc,k-A-w" s $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT jq oil Q J Co wt 7e-c,4 i,,, 1 e S re S. LLL APPLICANT ADDRESS $ 4Gt a(e- V-?a c-c, APPLICANT PHONE# _ ��v 0 G `E-,� - 8 5--�,-,;z- 0 W Ni g F,q OWNER M L i OWNER ADDRESS !+ OWNER PHONE C ESTIMATED COST$ rf, IS THIS A CONTRACT COST? _Yes _No �G FEE ENCLOSED$ 1��5 C �Cl TYPE OF JOB: 0 _ j �R New Installation _Alteration/Addition/Repair Revised 4/01//2002 Jan 05 09 09:56a PRESCOTT CONSTRUCTION & 860 651-3498 p.2 Prescott Construction Management 6 Wilcox St,Simsbury CT 06070 (860)651-4862 Fax(860)651-3498 Project, M&R Liquors -- - 206 Buckland Rd.,South Windsor _ Dec.29,2003 Description Building Dept-Final Avadavit Net Building Cost 2,425,875.78 -- Permit Costs ees u�mitt� -----Fees --- Foundation 154,000.00 2,310.00 -- -- ---_ ---- Building 1,450,000.00 21.750.00 _Plumbing ---- 19,545.00 300.00 ----_ --•--- --- -- ---- Sprinkler - 84,400.00 1,275.00 HVAC -— 147,750.00 2,220.00 -- Electrical 136,700.00 _2,055.00 ? _ Electrical(_Temporary Service) 1,000.00 —- -15.00 — Signage 12,975.00 195.00 2,006,370.00 30,120.00 - Net Additional Cost --- -- -- -- 419,505.78 ---•- 6,300.00 --_--�����- --- -_ --- ----•-- -- -------_'-- - Additional Permits - Alarm(Safe Home Security) _ 2,195.00 45.00 — Speaker System(Bascom Tech) - 2,000.00 30.00 4.195.00 75.00 Jan 05 09 09:56a PRESCOTT CONSTRUCTION & 860 651-3498 p.1 Prescott Construction Management General Contractor Construction Management 6 Wilcox St. Suite A Simsbury,CT 06070 (860)651-4862 Fax(860)651-3498 FAX January 5,2009 TO: Alice Company: To«m of South Windsor Building Dept. F.AX4: (860) 644.7280 FROM: Kevin West NUMBER OF PAGES: 2 (Including Cover Sheet) Alice, Please see enclosed final project costs for M &R Liquor(updated per our conversation). Call me or Kevin Lazich if you have any questions. Thank you, Kevin We st uec 3i uts 1u:44a FJRt:6CU I I CONS I RUCTION & 860 651-3498 p.2 Prescott Construction Management 6 Wilcox St.,Simsbury CT 06070 (860)651-4862 Fax(860)651-3498 Project: M&R Liquors 1206 Bu_ckla_nd Rd_,South Windsor Dec.29,2008 Description _-- Building Dept_Final Avadavit Net Building Cost 2,425,875.78 1 - Permit Costs b Fees Submitted Foundation t54,000.00 2,310.00 Bulding I 1.450,OOD.00 21,750.00� - Plumbing 19,545.00 30"0) 11,275.00 Sprinkler 84,400.00 _ ` I HVAC I 147,750.00 2,220.00 ' Electrical 136,700.00 2.055.00 - �s Signage _ 12,975.00 195.00 of 4S. 2,005,370.00 - 30,105.00 Net Additional Cost 420,505.78 6,315.00 6. oho►b51i�,�o I :361�5�� _-�- _- ` _ .. _ - • kbbl ��-5�SGo'oS- h�l Ag Gob of ��'S�► •�d►/►N r ` .e 1 Qg 0 e Off' A 09 Q' Q� � •erg� 1) Area of Dwelling VO 7 sq. ft. x 37.18 '7y 2) Area of Basement 1�2-q I sq. ft. x 9.95 t 11'1Z • 3) Area of Garage (.16 sq.ft. x 11.75 -7 2. 3 —( ' 00 4) Smoke Detector @ $ 75.00 4.3 = L_LS•�D 5) Sub Total 9 °LY• 7 6) CT Cost Modifier x 1.11 a / V� , 1 7) Est. Cost (Includes Building Permit, Electrical, Plumbing & HVAC) _ /0°AGO ,yv 8) Difference between Line 6 & Line 7 fvo _•• i Dec 31 08 10:43a PRESCOTT CONSTRUCTION & 860 651-3498 P.1 Prescott Construction Management General Contractor Construction Management 6 Wilcox St. Suite A Simsbury,CT 06070 (860)651-4862 Fax(860)651-3498 FAX December 31,2008 TO: Chris Dougan Company: Town of South Windsor Building Dept. FAX#: (860) 644.7280 FROM: Kevin West NUMBER OF PAGES: 2 (Including Cover Sheet) Chris, Please see enclosed final project costs for M& R Liquor. Call me or Kevin Lazich if you have any questions. Thank you, Kevin West Uec :31 U8 1U:44a PRESCOTT CONSTRUCTION & 860 651-3498 p.2 Prescott Construction Management 6 Wilcox St.,Simsbury CT 06070 (860)6514862 Fax(860)651-3498 Project: M&R Liquors 1206 Buckla_nd Rd.,South Windsor _ Dec.29,2008 Description Building Dept-Final Avadavit Net Building Cost 2,425,875.78 Permit Costs 14 Fees Submitted Foundation M 154,000.00 _ 2,310.00 - - Building i 1,450,000.00 21,750.00� - - - Plumbing 19,545.00 Linn I 00 Sprinkler 84,400.000 HVAC 147,750.000 Electrical 136,700.0000 0Signage 12.975.0 _ - - - ` - 2,005,370.00 30,105.00 - Net Addltlonal Cost 420.505.78 6,315.00 1 uec J1 Uo 1U:44a VKt_5CU I I CONS I RUCTION & 860 651-3498 p.2 Prescott Construction Management 6 Wilcox St,Simsbury CT 06070 (860)6514862 Fax(860)651-3498 Project MBAR Liquors 1206 Buckland Rd South Windsor 29,2008 Description � Dec. - --- Building Dept_Final Avadavit - _ --Net Building Cost 2,425,875.78 Permit Costs&Fees Submitted I 'Fees Foundation 154,000.00 - 2,310.00 - - — - Building I 1,450,000.00 21,750.00 Plumbing 19,545.00 300.00 Sprinkler I 84,400.00 _ 1.275.00 - - HVAC 147,750.00 2,220.00 - Electrical 136,700.00 Z 2,055.00 _ Signage 12,975.00 195.00 - 2,005,370.00 30,105.00 Net Additional Cost 420,505.78 6,315.00 1 Dec 31 08 10:44a PRESCOTT CONSTRUCTION & 860 651-3498 p.2 Prescott Construction Management 6 Wilcox St.,Simsbury CT 06070 (860)6514862 Fax(860)651-3498 Project M&R Uquors 1206 Buckland Rd.,South Windsor Dec.29,2008 Description --- Building Dept_Final Avad_avit Net Bulldinci Cost 2,425,875.78 Permit Costs&Fees Submitted Foundation 154,000.00 I 2,310.00 Building I 1,450,000.00 21,750.00� - Plumbing 19,545.00 300.00 Sprinkler I 84,400.00 _ 1,275.00 HVAC 147,750.00 2,220.00 - Electr+cal _136,700.00 2,055.00 Signage 12,975.00 195.00 2,005,370.00 30,105.00 Net Additional Cost 420,505.78 6,315.00 1 I, � L60, .a �u.wh, to, eoa �`�• ��� C�j,s .pc� lec. 13fo,jo C). tov- 10 � I��3�► aq5 C© IID - q 33 5 moo,o5s .a� hx w` ►5 4.©00.co ►rqq�, 3S� . Al&�7 -Sou H t A c.,t w.Ft - DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: MOATA BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# M 644-2511 ext. 230 Date Building Inspector Application must be printed or typed �$0 FEE SCHEDULE Locatio of Job: /7 F*� -$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT APPLICANT ADDRESS S" CPo .44W C�1 y �r �i'G6 APPLICANT PHONE# O C7 O O W N St OWNER WWfO OWNER ADDRESS S W� a �. , OWNER PHONE �G?U C = ESTIMATED COST$ / G S w .� IS THIS A CONTRACT COST? _600�Yes _No Q _ �G FEE ENCLOSED$ 1 mil•Q d 5 O�� TYPE OF JOB: 3a�S3 R.C New Installation _Alteration/Addition/Repair Revisal 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑YES ❑NO ❑RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE O STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES O NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRH'TION OF WORK Se A- THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT 'e 4MI,4 DATE ................. SRS Security Pro SAFEHON ESBLZ Rr Y SEPT.29,2008 TO WHO IT MAY CONCERN: PLEASE LET GARY MAZZERELLA PULL A PERMIT FOR M&R LIQUORS 203-206 BUCKLAND RD SOUTH WINDSOR CT. INK YOU DAVID ROMAN Residential & Commercial Security Systems 55 SEBETHE DR.CROMWELL, CT 06416 Phone (860) 563-5686 Fax (860) 563-5998 www.SafeHomeSecuritylnc con License Numbers CT# 00180152 MA# 1381 RI# 7625 NY# 12000243233 FL# EFA000185 MAR-27-2008 02:46P FROM: 18606450809 TO:6513498 P.1 wim 9.9 vv v I.wr --- --• -•-- r Prescott Construction Management Central Contractor Construction Management 6 Wilcox St. Suite A Simsbury,CT 06070 (860)6514862 Fax($60)651-34N Memo March 27,2008 To: Christopher Dougan,Chief Building Official Company: Town of South Windsor From Kevin West Re: M &R Liquor Chris, Teal and Gary Rounsville,owners of M&R Liquor,have asked me to secure the services of TEC Engineering(Anthony Papa,PE)for the Special Inspections.This letter as well as the modified Special Inspections Statemement will serve as notification of this request..Hallisey er of record.We are simply using TEC Engineering for Engineering will still remain the engine the Special Inspections. Thank You, Kevin M. West Neal Rounsville M&R Liquor Statement of Special Inspections Project: M&R Liquors Location: South Windsor, CT Owner: M&R Liquors Design Professional in Responsible Charge: Hallisey Engineering Associates, Inc. This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection and Structural Testing requirements of the Building Code. It includes a schedule of Special Inspection services applicable to this project as well as the name of the Special Inspection Coordinator and the identity of other approved agencies to be retained for conducting these inspections and tests. This Statement of Special Inspections encompass the following disciplines: ® Structural ❑ Mechanical/Electrical/Plumbing ❑ Architectural ❑ Other: The Special Inspection Coordinator shall keep records of all inspections and shall furnish inspection reports to the Building Official and the Registered Design Professional in Responsible Charge. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official and the Registered Design Professional in Responsible Charge. • A Final Report of Special Inspections documenting completion of all required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency: or❑ per attached schedule. Prepared by: Joseph M. Hallisey, P.E. _ C -A (type or print name) z '�/CENSF� 01/08/2008 �4"''F;�SIONAL G\��°�� Si n ture Date %4111��+ ++++++��`"��� 9 Desi n ProYessional Seal Owner's Authorization: Building Official's Acceptance: Signature Date Signature Date • CASE Form i01 Statement of Special Inspections 9 ©CASE 2004 Page 2 of 8 Schedule of Inspection and Testing Agencies • This Statement of Special Inspections I Quality Assurance Plan includes the following building systems: ® Soils and Foundations ❑ Spray Fire Resistant Material Cast-in-Place Concrete ❑ Wood Construction Precast Concrete ❑ Exterior Insulation and Finish System ® Masonry ❑ Mechanical & Electrical Systems ® Structural Steel ❑ Architectural Systems ❑ Cold-Formed Steel Framing ❑ Special Cases Special Inspection Agencies Firm Address,Telephone, e-mail 1. Special Inspection ver Rd s t Coordinator T 06109 C E n��n(C�]n�l� �. Wei p: 860-563-8 60-563-8023 Info iseyengineering.c 2. Inspector bese t-r -H014+ ey >hallisallisey<engineecom ��`D�y P 0.p 0-563-8023 e com 3. Inspector few er Rd M�kl I a P N Wethers e T 06109 P. 860-563-80 0-563-8023 paul.red alliseyengineer om • 4. Testing Agency 5. Testing Agency 6. Other Note: The inspectors and testing agencies shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official, prior to commencing work. I ® 0', 46Lf� rd �qu�trC WLS� IgL1 Wy ►IIS 4rtc- i Ste;! c I t 7 kjk(-I �ora , C_ D&) 0u CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Page 3 of 8 Quality Assurance Plan Quality Assurance for Seismic Resistance Seismic Design Category C Quality Assurance Plan Required (Y/N) Y Description of seismic force resisting system and designated seismic systems: Ordinary Steel Concentrically Braced Frames Quality Assurance for Wind Requirements Basic Wind Speed (3 second gust) 95 mph • Wind Exposure Category B Quality Assurance Plan Required (Y/N) N Description of wind force resisting system and designated wind resisting components: Ordinary Steel Concentrically Braced Frames Statement of Responsibility St p y Each contractor responsible for the construction or fabrication of a system or component designated above must submit a Statement of Responsibility. CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Page 4 of 8 Qualifications of Inspectors and Testing Technicians • The qualifications of all personnel performing Special Inspection and testing activities are subject to the approval of the Building Official. The credentials of all Inspectors and testing technicians shall be provided if requested. Key for Minimum Qualifications of Inspection Agents: When the Registered Design Professional in Responsible Charge deems it appropriate that the individual performing a stipulated test or inspection have a specific certification or license as indicated below, such designation shall appear below the Agency Number on the Schedule. PE/SE Structural Engineer—a licensed SE or PE specializing in the design of building structures PE/GE Geotechnical Engineer—a licensed PE specializing in soil mechanics and foundations EIT Engineer-In-Training—a graduate engineer who has passed the Fundamentals of Engineering examination American Concrete Institute(ACI) Certification ACI-CFTT Concrete Field Testing Technician—Grade 1 ACI-CCI Concrete Construction Inspector ACI-LTT Laboratory Testing Technician—Grade 1&2 ACI-STT Strength Testing Technician American Welding Society(AWS) Certification AWS-CWI Certified Welding Inspector • AWS/AISC-SSI Certified Structural Steel Inspector American Society of Non-Destructive Testing (ASNT) Certification ASNT Non-Destructive Testing Technician—Level II or III. International Code Council (ICC) Certification ICC-SMSI Structural Masonry Special Inspector ICC-SWSI Structural Steel and Welding Special Inspector ICC-SFSI Spray-Applied Fireproofing Special Inspector ICC-PCSI Prestressed Concrete Special Inspector ICC-RCSI Reinforced Concrete Special Inspector National Institute for Certification in Engineering Technologies (NICET) NICET-CT Concrete Technician—Levels I, 11, 111 & IV NICET-ST Soils Technician- Levels I, II, III & IV NICET-GET Geotechnical Engineering Technician-Levels I, 11, III & IV Exterior Design Institute(EDI) Certification EDI-EIFS EIFS Third Party Inspector Other • CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Soils and Foundations Page 5 of 8 • Item Agency# Scope (Qualif.) 1. Shallow Foundations Inspect soils below footings for adequate bearing capacity and consistency with geotechnical report. P&GE Inspect removal of unsuitable material and preparation of subgrade prior to placement of controlled fill ` 2. Controlled Structural Fill Perform sieve tests(ASTMD422&D1140)and modified Proctor tests(ASTM D1557) of each source offrll material. PE/GE Inspect placement, lift thickness and compaction of controlled fill. Test density of each lift offrll by nuclear methods(ASTM D2922) tl Verify extent and slope offrll placement. 3. Deep Foundations N/A • 4. Load Testing N/A 4. Other: • CASE Form 101 Statement of Special Inspections OCASE 2004 Cast-in-Place Concrete Page 6 of 8 Item Agency# Scope (Qualif.) 1. Mix Design Review concrete batch tickets and verify compliance with approved mix design. Verb that water added at the site does not ACi-CCI exceed that allowed by the mix design. ICC-RCSI 2. Material Certification 3. Reinforcement Installation Inspect size,spacing, cover,positioning and grade of reinforcing steel. Verb that reinforcing bars are free of form oil or other ACI-CCI deleterious materials. Inspect bar laps and mechanical splices. ICC-RCSI Verb that bars are adequately tied and supported on chairs or bolsters 4. Post-Tensioning Operations N/A 5. Welding of Reinforcing Visually inspect all reinforcing steel welds. Verb weldability of / reinforcing steel inspect preheating of steel when required. • AWS-CIVI 6. Anchor Rods Inspect size, positioning and embedment of anchor rods. Inspect concrete placement and consolidation around anchors. / 7. Concrete Placement Inspect placement of concrete. Verb that concrete conveyance and depositing avoids segregation or contamination. Verb that ACI-CCI concrete is properly consolidated. ICC-RCSI 8. Sampling and Testing of Test concrete compressive strength(ASTM C31 &C39), slump / Concrete (ASTM C143), air-content(ASTM C231 or C173)and temperature ACI-CFTT (ASTAf C1064). ACI-STT 9. Curing and Protection Inspect curing, cold weather protection and hot weather protection procedures. ACI-CCI iCC-RCSI 10. Other: • CASE Form 101 • Statement of Special Inspections 9 ©CASE 2004 Masonry Required Inspection Level: ® 1 ❑ 2 Page 7 of 8 Item Agency# Scope (Qualif.) 1. Material Certification 2. Mixing of Mortar and Grout Inspect proportioning, mixing and retempering of mortar and grout. •/ ICC-SMSI 3. Installation of Masonry Inspect size, layout, bonding and placement of masonry units. / ICC-SMSI 4. Mortar Joints Inspect construction of mortar joints including tooling and filling of head joints. ICC-SMSI 5. Reinforcement Installation Inspect placement,positioning and lapping ofreinforcing steel. ICC-SMSI • 6. Prestressed Masonry N/A 7. Grouting Operations Inspect placement and consolidation ofgrout. Inspect masonry / clean-outs for high-lift grouting. ICC-SMSI 7. Weather Protection Inspect cold weather protection and hot weather protection procedures. Verb that wall cavities are protected against ICC-SMSI precipitation. 9. Evaluation of Masonry Test compressive strength of mortar and grout cube samples Strength (ASTAf C780). ICC-SMSI Test compressive strength of masonry prisms(ASTM C1314). 10. Anchors and Ties Inspect size, location, spacing and embedment of dowels, anchors and ties. ICC-SMSI 11. Other: • CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Structural Steel Page 8 of 8 Item Agency# Scope (Qualif.) 1. Fabricator Certification/ Review shop fabrication and quality control procedures. Quality Control Procedures ❑ Fabricator Exempt A{VSSIA ISC- SSI ICC-S{VSi 2. Material Certification Review certified mill test reports and identification markings on wide-flange shapes, high-strength bolts, nuts and welding A IVSIAISC- electrodes ✓ SSI ICC-SWSI 3. Open Web Steel Joists PE inspect installation,field welding and bridging ofjoists. 4. Bolting Inspect installation and tightening of high-strength bolts. Verb that splines have separated from tension control bolts. Verb A IYS/AISC- proper tightening sequence. Continuous inspection of bolts in slip- SSI critical connections. ICC-SWSI 5. Welding Visually inspect all welds. Inspect pre-heat,post-heat and surface • preparation between passes. Verb size and length of fillet welds. / AWS-C{VI ✓ Ultrasonic testing of all full penetration welds. ASNT 6. Shear Connectors Inspect size, number,positioning and welding ofshear connectors. Inspect suds for full 360 degree flash. Ring test all shear A IVSIAISC- connectors with a 3 lb hammer. Bend test all questionable studs to SSI 15 degrees. ICC-SWSI 7. Structural Details Inspect steel frame for compliance with structural drawings, / including bracing, member configuration and connection details. PEISE 8. Metal Deck Inspect welding and side-lap fastening of metal roof and floor / deck. A{VS-C{VI 9. Other: CASE Form 101 • Statement of Special Inspections • ©CASE 2004 3` 3' • • ' 3 08/25/2008 10:05 8609539061 BTLINDSAYCO PAGE 02/02 08/22/2008 V91 9:.1a FAX 800 044 7280 Soutb Witpdanr 'town Hall TOWN OF SOUTH WINDSOR A FIDAVIT OF ACTUAL COSTS PERMIT NO: 0�G� DATA Tho undersigned,being a duty authorized representative of, �, It do by Us statement, certify that the actual costs shown below, of the project referenced by the permit Number shown above,are We and nocurate. Thls statement is being made pursuant to the Town of South Windsor Ordinance.Ar cle II.Section 14-31. (a)thru(e).'(see attached). 1 understand that verlfieatlon for accuracy of actual costs may be made at any time by the Building Official through an appraisal of the work at the exper se'of the property owner. _ 1 hereby cetay that the'actual cost of the work performed under this permit is: $ J 4� 1�00 Signature of Permit Holder: V-- aw Name(Please Print). L1%T�.1 Dates ■titRRR��RYYtR/RRRRiRtRRRtttYt\ttRRR�tf RtRRRRRRRRt•R R�RRRtttRR�ttttRRt RRRR�tt■RRRR State-of Connecticut) 4 Z O ] ss South Windsor Date: ' County of Hartford] Personally appeared :F>r q K !! d sa as aforesaid, Signer and sealer of the foregoing instrument and acknowledged'the same to be hislherfree act and deed, before me. ._ Z, - Notary Public Commissioner of the Superior Court - . My commission expires on 1(-3 6 `0 DEPARTNIEN'T DECISION PERMIT# APPLICATION FOR HVAC PERMIT y Application is hereby TOWN of SOUTH WINDSOR BUILDING DEPARTMENT Bldg Permit# APPR VE 1540 SULLIVAN AVENUE �S 644-2511 cxt. 230 Date Building Inspector Application must be printed or typed Location of job Street No. Street Lot No. FEE SCHEDULE $0 - $1,000 - $12.00 Floor Apt. No. Over $1.000 $12.00 per$1,000 OWNER j�lc�{.:y ,� �J``t RCS V t� G y 41.(,G L fib? VV L or any fraction thereof ADDRESS OWNERS PHONE# APPLICANT �. � L�W 0'W N ADDRESS_ O � ESTIMATED COST $ !- = IS THIS A CONTRACT COST? Q YES NO @Z FEE ENCLOSED $ SQ R-'C 0 E OF JOB: �Oriigginal Installation Alteration/Addition/Repair Revised 11/95 APPLICATION FOR HVAC PERMIT(Continued from revcrsc side) TYPE OF SYSTEM TYPE OF BUILDING HEATING RESIDENTIAL A/C COMMERCIAL ✓ VENTILATION INDUSTRIAL HEATING STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. HYDRONIC WARM AIR_%/ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE F INSIDE F DIFFERENCE F TOTAL HEAT LOSS(BTUH) (HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT (INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY (INPUT-BTUH) NET RATING (OUTPUT-BTUH) �lsc- s s 1 `3v� C + , -- � TYPE OF FUEL OIL-GPM YGAS-INP $t' ELECTRIC-KW OIL TANK SIZE&LOCATION INSIDE OUTSIDE CAPACITY LPG TANK CAPACITY AIR CONDITIONING DESIGN TEMP. OUTSIDE F INSIDE F DIFFERENCE F TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT (INCLUDING MAKE&MODEL NO.) TONNAGE.- COOLING CAPACITY(BTUH)__j:�04ck71---Pc,7p VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK Z_�A4FJAE`_�'T jjA/�� !G�'S M ?l✓./(F-- � S THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONN. BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. STATE LICENSE-NO. NAME&TYPE 5�S12G�NAOF APPIAGA F _ PHONE NO. DATE Sol & CO., INC. HEATING & AIR CONDITIONING CONTRACTORS August 28, 2008 Mike Rose Building Official Town of South Windsor Re: Outside Air M&R Liquors 206 Buckland Ave. This letter and attached specification is a supplement to our drawings. Each of the six 7 '/2 ton rooftop units is equipped with economizers which will be set to 25% minimum, assuring that no less than 4,500 CFM of outside air will be brought into the building at all occupied times. Sincerely, John Puleo General Manager 16 CUSTER STREET, WEST HARTFORD, CT 061 1 0-1 906, PHONE (860) 953-1556, CT. LIC. S1-302710 � r CARRIER = CT. PHONE# (860) 635-6500 14 INDUSTRIAL PARK PLACE FAX# (860)632-0802 SUBMITTAL COVER SHEET MIDDLETOWN, CT 06477 TO: BT Lindsay Your P.O.#: 16 Custer Street Date: 4/7/2008 West Hartford, CT 06110 Job Name: M & R ATTN: John Puleo GENTLEMEN: WE ARE SENDING COPIES OF: 6 [ ] Certified Prints For your: [X] Spec. Sheets [x ] Approval(Equipment will be released after approval) ( ] Brochures [ ] Records(Equipment has been released) ( ] Wiring Diagrams [ ] Review [ ) Installation,Start-up&service Model I Description _ 48HJE008--6 Carrier High Efficiency Gas/Electric Rooftop Unit 24ABR360A006 Carrier Base 13 seer 5 ton Condensing Unit 460/3 58MXB1 00-F-1—20 Carrier 9200 Deluxe Multi poise Condensing Gas furnace CARVP6024ACA Carrier Vertical A-Coil Evaporator Coil for R-22 Accessories: Roof Curb Economizer Concentric Vent Termination Prepared By: CINDY BURBY >I � Unit Report For RTU 1-6 Project: M and R 04/07/2008 Prepared By 11:59AM Unit Parameters Dimensions(ft.in.)&Weight(lb.)*"* Unit Model: ..........48HJE008-6 Unit Length: ..........7'3" Unit Size: 008(7-1/2 Tons) Unit Width:......... ..........4'10" Volts-Phase-Hertz: ..........460-3-60 Unit Height:......... ..........3'5" Heating Type: Gas Base Unit Weight:......... ..........870 lb Duct Cfg:...............Vertical Supply/Vertical Return "' Weights and Dimensions are approximate.Weight does not include roof Heating Capacity: curbs,unit packaging,field Installed accessories or factory Medium Heat installed options. Approximate dimensions are provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate product data catalog. Lines and Filters Gas Line Size:......... 112 Condensate Drain Line Size:......... ..........3/4 in. Return Air Filter Type: ..........Throwaway Return Air Filter Quantity: ..........4 Return Air Filter Size: 16x20x2 Unit Configuration Standard Electro-Mechanical Controls Standard Motor Cond&Evap AI/Cu Standard Unit Warranty Information First Year-Parts Only(Standard) No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48HJE008-6 Rooftop Unit 1 Base Unit Standard Electro-Mechanical Controls Standard Motor Cond&Eva AI/Cu Standard Unit Accessories CRRFCURB003A01 14-inch Tall Roof Curb 1 CASECOMZRO02AGD Field installed economizer 1 Packaged Rooftop Builder 1.09z Page 1 of 9 Y � Performance Summary For RTU 1-6 Project:M and R 04/07/2008 Prepared By 11:59AM Part Number:48HJE008---6 ARI EER: ..........11.00 PLV:......... ..........11.6 Base Unit Weight:......... ..........870 lb Base Unit Dimensions Unit Length:......... ..........87.4 in Unit Width:......... ..........57.8 in Unit Height:......... ..........41.3 in Unit Voltage-Phase-Hertz:......... ..........460-3-60 Air Discharge:......... ..........Vertical Fan Drive Type:......... ..........Belt Actual Airflow:......... ..........3000 CFM Site Altitude: ..........20 ft Cooling Performance Condenser Entering Air DB: ..........91.0 F Evaporator Entering Air DB: ..........78.1 F Evaporator Entering Air WB:......... ..........65.4 F Entering Air Enthalpy:......... ..........30.19 BTU/lb Evaporator Leaving Air DB:......... ..........57.6 F Evaporator Leaving Air WB: ..........55.4 F Evaporator Leaving Air Enthalpy: ..........23.42 BTU/Ib Gross Cooling Capacity:......... ..........91.32 MBH Gross Sensible Capacity: ..........66.49 MBH Compressor Power Input:......... ..........6.27 kW Coil Bypass Factor. ..........0.110 Heating Performance Heating Airflow: ..........3000 CFM ' Entering Air Temp:......... ..........60.5 F Leaving Air Temp: ..........106.1 F Gas Input Capacity:......... ..........120.0/180.0 MBH Gas Heating Capacity:......... ..........147.60 MBH Temperature Rise:......... ..........45.6 F NOTE: Second Stage Supply Fan External Static Pressure:......... ..........0.50 in wg Fan RPM: ..........731 Fan Power. ..........1.49 BHP NOTE: ..........Field-supplied drive required. Electrical Data Minimum Voltage:......... ..........414 Maximum Voltage:......... ..........508 Compressor RLA(ea):......... ..........6.4 Compressor LRA(ea):......... ..........44 Outdoor Fan FLA(ea): 0.7 Indoor Fan Motor Type: Standard IFM Max.Continuous BHP: ..........2.9 Indoor Fan Motor FLA: ..........3.4 Combustion Fan Motor FLA(ea): ..........0.3 Power Supply MCA: ..........19.2 Power Supply MOCP(Fuse or HACR): ..........25 Min.Unit Disconnect FLA: ..........20 Min.Unit Disconnect LRA:......... ..........121 Electrical Convenience Outlet:......... ..........None Packaged Rooftop Builder 1.09z Page 2 of 9 Performance Summary For RTU 1-6 Project:M and R 04/07/2008 Prepared By 11:59AM Acoustics Sound Rating:......... ..........82.0 db Sound Power Levels,db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 97.9 94.9 62.2 125 Hz 91.1 85.6 69.3 250 Hz 77.5 72.1 71.5 500 Hz 70.4 65.9 74.7 1000 Hz 66.5 62.8 76.2 2000 Hz 65.0 57.9 72.9 4000 Hz 66.5 57.1 68.7 8000 Hz 68.4 56.9 61.5 A-Weighted 79.0 73.8 79.7 Packaged Rooftop Builder 1.09z Page 3 of 9 1 � Performance Summary For RTU 1-6 Project: M and R 04/07/2008 Pre ared By: 11:59AM Fan Curve 2.0 000 RPP I 1100 RPM 1200 RPM 1.8 800 RPM 1.6 1.4 3 700 RPM C 1.2 v N V y 1.0 N N 00.8 500 RPM 0.6 0.4 400 RPM HP 0.2 50 BH \30 8 5 BHP 0.0 0.0 0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2 3.6 4.0 4.4 Airflow(CFM-thousands) RPM=731 BHP= 1.49 Maximum RPM= 1084 Maximum HP=2.90 Note:Please contact application engineering for selections outside the shaded region. SC-System Curve RP-Rated Point Packaged Rooftop Builder 1.09z Page 4 of 9 Certified Drawing for RTU 1-6 Project: M and R 04/07/2008 Prepared By 11:59AM Re-] UN I TED ua. ' n es,cen 11..MO_.s..,a m.M.Ha. v.Mv4.s WXs s.nsi n muA.M7 TECHNOLOGIES ' �`� �`•:TmPi ,nos+n`s:i.`rnlo o:+•oIC..III.N..,N.•..aa CARRIER STD. LM 17 ECONOMISER. ECONOMISER. UNIT WEIGHT WEIGHT W/P.E. WE]GHT CORNER WE I GHT(A)CORNER WE I GHT(B)CORNER WE I GHT(C)CORNER WE IGMT(D) "H" "J" "K' LBS. IKG.. LBS.I KG, LBS. KG. LBS. KG. LBS. KG. LBS. KG. LBS. KG. FT.-IN. MM FT.-IN. MM FT.-IN. MM FT.-IN. MM c I8HJ./4BTM•008 070 1 345 1 75 1 34.1 I45 65.9 189 e6 161 73 239 109 290 127 2'-0 7/8' 632 3'-S S/I6- IOSO 2'-9 II/I6- 856 2'-2 7/I6' 672 4B7M.009 800 399 191 87 163 74 242 Ito 284 129 1'-2 1/8' 378 3'-S 5/16- 1050 2'-9 11/16' 856 2'-2 7/16' 672 c 48HJ.009 tots 450 223 101 Too BS 279 126 327 148 1- -2 7/8' 378 4--1 5/16' 1253 3'-0 3/B' 924 2'-10 7116 B75 48HJ.012/48TM•012 103S 469 22S 102 t92 67 28S 129 333 151 1' -2 7/8- 378 4'-1 5/16- 1253 3--0 3/8- 924 2'-10 7/16- B75 48HJ./48TM.014 1050 476 228 103 19S BB 1 209 131 1 338 153 1 1--2 7/0- 379 4--1 5/16' 1253 3'-0 3/8- 924 2'-10 7/16 875 /g7E5, 007TOM POWER CHART: FILTER ACCESS PANEL I.DIMENSIONS IN t 1 ARE IN MILLIMETERS. THESE HOLES REO'D FOR USE (DISPOSABLE FILTERS) o NI TH A[CESSCRY PACKAGES- 2.0 CENTER OF GRAVITY. OUTSIDE AIR 4i CRBTMVR001A01,2A01 1401,OR 4AOI p 3.C*DIRECTION OF AIR FLOW, �/ THREADED WIRE RE HOLE REAR S r IS CONOUII SIZE USE 512E5 lHAX.) 4.ON VERTICAL DISCwRGE UNITS,DUCTWORK TO BE ATTACHED 1 - - - I 112 ACC, 7"'[22.2] TO ACCESSORY ROOF CURB ONLY,FOR HORI ION7AL DISCHARGE 3'-A 3/B" [1025] 1 0'-3 9/16• 7/Y Nv 7/B't22.21 UNITS FIELD SUPPLIED FLANGES SHOULD BE ATTACHED 70 FILTER/ECONOMIZER ACCESS PANEL F/ECONOMISER. AND t90] 3/.' 1001,0OD p• I V8'[28.tl 1DAIZONTAL 015CHARGE OPENINGS. AND ALL DUCTWORK SHOULD POWER II(HAUS� BE Al1A[IEO i0 THE FLANGES. CONDENSER CDIL� r CORNER"8- 1 t/i(O022L1p41POWER• 1 3/4't44,41 5.XINIMUL CLEARANCE(LOCAL CODES OR JW ISDICT ION MAY (003) 112 iPI 6A5 1 1/4'[31.8] PREVA ILL, 3'-6 IS AC/ fpp4) 3/4'f Pf GAS 15/B'(41,37 A.BE, LIMIT,FLUE SIDE AND COMOUST ISLE SURFACES, [1091] •-SELECT EIIHER 3/4'OA 1 1/4' .B INCHES. IB INCHES WHEN)SING ACCE55011v FLUE DISCHARGE DEFLECTOR. ECONOMISER.MOOD 1'-6 1/2� T4701 FOR PoWER DEPEADING ON MIRE SIZE. 6. I ITat OF lMlf i0 COMBUSTIBLE SURFACES (WHEN NOT USING CURB) F/ECONOMISER. O O t INCH. D'-3 791 CURIOH 6 BASE RAIL TO COMBUSTIBLE SURF ACES[v1EN 1qi USING CORNER-A- V7 ClWB1 0 INCEE5. __ _ t791 v1EN S-5 m e.CONDEWSER COIL.FOR PROPER AIR FLOW, 36 INCHES -___- -5 112 BLOCXOFf Z` ONE SIDE, t2 INCHES TIE OUR, THE SIDE GETTING THE 12 EVAPORATOR( K- t1401 PANEL GREATER CLEARANCE 15 OPTIONAL. COIL I - -1 =o e.ODVPEERHEA GO INCHES TO ASSURE PROPER CONDENSER FAN I RETURN AIR OPENING 1 1'-0 S/8-/yj>� m m BETWEEN UNITS,CONTROL BOX SIDE, 42 IN. PER NEC. VERTICAL I 13201 I. BE,WEE.UNIT AND MGROUNOEO SUITE ACES.CONTROL BOX Q+ 1 IR Z O SIDE, 36 IN.PER NEC —v _-_-_-_ -_J T 9.BETWEEN EMIT AND BLOCS DR CONCRETE WALLS AND OTHER 0' 9 3/1- GROUNDEp SURFACES.CONTROL BOX 51 DE. 42 IN. PER NEC. E ----_-- Rt- N.IgRIZa(PAL SUPPLY AND RETURN END, 0 INCHES MEN THE [1467] ALi. CONDENSATE 1 1 0'-7 9/I6- •-2,3/16- (-O ALTERNATE CONDENSATE DRAIN 15 USED. DRAIN OPENING I SUPPLY] I65 ^171 53 y N G. VITM THE EXCEPTION OF THE CLEARANCE FOR TIE CONDENSER LEFT IN BASEPAN AIR 1 2'-4 3/4' D Of COIL AND COMBUSTION SIDE AS STATED IN NOTE•SR,6, 0•_7 112�•'SEE NOTE.8 I AND e. A REMOVABLE FENCE OR BARRICADE REQUIRES NO - I/4' (1 01 I OPENING 1 I7301 RIGHT SIDE - CLEARANCE. SIDE I •[w. I VERTICAL O 7,LIN ITS MAY BE INSTALLED ON C043USTIBLE FLOORS MADE I I c7 1 FA OM W000 OR CLA55 A,8,OR C ROOF COVERING MATERIAL S 1 If1f�f 2'-2" (6601-1 O IF SET ON BASE RAIL. 1'-]1 1144 O'-4 1/2" 1 Vuc(/ 1 O 8. THE VERTICAL CF�NTER OF GRAVITY IS 1'-7'f.B3I FOR OOB C5917 I113.61 1 I SUPPLY AIR %' t-CO AND 009 1'-I1 ISB41 fop HJ009,012 AND 014 0'-9 7/8'0" 15/16' �•- 0'-4 11/16 --- ..A S Z� UP FROM'THE BOTTOM OF THE BASE RAIL. I251,41 t48 S] I 1120] -_^ C'1 'ancm.SIZES J O LB OF, lE1 FIFO POWE4 SUPPLY H f SEE 0071 ON POWER O'-5 7/16- I'-1' (6357 =m 9 2 I/2 01A M.1 PURER SUPPLY[HOC[-OUT CORNER-D- CHART(EL EC.ONLY I'-2- // - f1381 G 1 3/4 OIA 1441[nANrlw AORt HOLE 2'-4 7/B" I3551 // =O 0 7/8 DIA 1221 FIELD CONTROL WIRING wLE I73,.B7 FRONT D'-3 1/8- CORNER'C- o"to.00] E v.n4 wT coNJENSArE DRAIN 3'-6 1/A" '-8 3/16 (791 ,/2-I.wr us can,.au0ooe,OOB,—woo (1073) 12081 to 3' ECONOMISER. x N F 3/4'-1.Mr TO Can.,4e,2E/HJF .4K)B, (10221 0'-7 5/16".. 0'-4 .euD/HJE/Tronwo4,0u,461Jcrr14p12, .M 0-7 3/8- 7'-3 3/8" [1851 11011 W/POWER EXHAUST y o .etw/T1.aof G 2 ITT.(sn ooWER slrvl.cNxs-ar [7 B7) t1119] O'(101/B- 2'-4 Safi —1'-0 S/B- 0[97)13/16- (7t9] 13201 FILTER ABLE ACCESSFILTERS) FACTORY SUPPLIED RETURN / B FLUE MOOD 1 AIR 1 'K" A / CONTROL BOX/ "L- ® INDOOR FAN MOTOR S 1OPENING: CONDENSER COIL COMPRESSOR/ BLOWER ACCESS PANEL HORI- G BLMAf0.ACCESS•" ZONTAL I PANEL - 1 t6191 SUPPLY AIR a TWIT C 1 t3527 8' 1 OPENING 1 / 6351 . ( D O'-3 5/16- 1 _HORIZONTAL- 1 I - v / I6351 E-.�- (911 F 1 I 0'-0 7/9- OUTSIDE AIR U1 ' O D .0. 122.21 2 �-3'-0' 3'-I' O'-7' O'-5 11/16 Ln 0'-4 9/16" 0'-5 3/4" 1911.0 FORK TRUCK SLOTS —[9401 [178] FjJ 11141 R (1161 L'""�4'-5 7/B (146] OUTSIDE .wYi/1, 8 0'-2 9/16' Imo- [13691 \ 0'-B 7/16" 0'-2 1/4" IS?) OF PANEL BAROMETRIC RELIEF DI SCNAGE a (G51 TYP LEFT SIDE ELECTRICAL [2141 QYP B PLACES) RIGHT SIDE W DISCONNECT LOCATION FRONT SUPPLY AIR RETURN AIR E STD. CONDENSATE DRAIN r ! A Packaged Rooftop Builder 1.09z Page 6 of 9 Certified Drawing for RTU 1-6 Project:M and R 04/07/2008 Prepared By 11:59AM ® UNITED .e,...,a +,Hr.'R',Y,�.`.R'a` °+� ."K A., �acwTM:o�..�+.a.o..•,n TECHNOLOGIES CARRIER 'm� w.ow,ur.,.nx,..rsep1ma. `.ru...aornmu,. ROOFCURB A UNIT SIZE NOTES o'-3 5/16" T p S RY I, ROOF CURB ACCESSORY IS SHIPPED DISASSEMBLED. UNIT f84.O1 1 -2 48/SDHJ,TI,TF,TM 008-014 2. IN PANELS, 1' THK, POLYURETHANE FOAM, 1-3/4•DENSITY. CRRFCUR8003A01 3. DIMENSIONS IN [ 1 ARE IN MILLIMETERS. E [356] 4. ROOFCURB, 16 GAGE STEEL. (SUPPLIED WITH CURB) NAIL o CRRFCURS004AOI 2 -0 50HJ0008,012 S. ATTACH DUCTWORK TO CURB. (FLANGES OF DUCT REST ON CURB) DUCT / TYPICAL (4) SIDES (6101 SOTJO,TFO 008-012 6. SERVICE CLEARANCE 4' ON EACH SIDE. 7.M., (FIELD SUPPLIED)DIRECTION OF AIR FLOW. [117 COUNTER FLASHING =h 8. CONNECTOR PACKAGES CRBTMPWROOIA01 AND 2AO1 ARE FOR (FIELD SUPPLIED) THRU-THE-CURB GAS TYPE. PACKAGES CRBTMPWR003AOI AND 4AO1 DOFF) FELT ARE FOR THE tHRU-THE-BOTTOM TYPE GAS CONNECTIONS. (FIELD G FELLED) SECTION •C-C iv OPENING FOR BA5EPAN o0 /// CANT STRIP ENTRY SERVICE 15EE NOTE •B) SCALE 1�4 CONNECTOR PKG. ACC. 8 C D ALT DRAIN HOLE GAS POWER CONTROL ACCESSORY PWR (FIELD SUPPLIED) m CRBTMPWROOIAO) 2'-8 7/16 1'-10 15/16" 1 3/4 144.5) 3/4 [19)NPT 3/4 �191NPT 1/2 (12.71NPT 1/2 [12.77 NWT // ROOFING MATERIAL CRBTMPWRO(12A01 [8271 15833 1 1/4 (31.71 (FIELD SUPPLIED) CR8TMP11R003A01 V2 [12.7)NPT 3/J 0 9)NPT 0'-5 1 e [7321 CRBTMPWRO04AOI 3/4"(191NPT 0'-[ 1/8" [54] O' 2/5 SEE NOTE•2 129 [2907 RIGID INSULATION C (FIELD SUPPLIED) --------_—_—i f I 4- 3/16 o 1 / , [106I =r, / m I ` I GAS SERVICE I N r 1 /a4' 1--� �� SS ♦ 1 / ATE (SEE NOTE •8)I 1'-( 3/16" 1 A. / S C` — I 0'-0 I/f16- 0'-3' / I [5131 0'-4 S/16" o z 11 I (INSIDE) ft 10) INSIDE)0'-4 % , I 1'-B 3/16'\ I [513] [115. (INSIDE)I76 7 TYPRETURN AIR\ / 23611 I `\ / L617 (75) 75/16", [757'A-A" ' 0'-3" [763 , /"O'PTNUA 1 3'-3 5/8" 1 om , E10061 , HEAD OF BOLT TO BE ON o , INSIDE OF FLANGE — SUPPLY AIR I I O c a 1/4"I OPENING C. 1 I \ m 1387) I—__---I 1 I p•_1- 0"-1 7/8" QS] �A' fill 2•-6 15/16" 1'-2 7/8' O'-0 7/16* (BOLT HEADS) (7861 [3781 f111 6'-6" 0•_3• (BOLT MEADS) �. [6'-6 0'- Ul 0 7/16" f767 0'-0 7/16" y / --/� \\ p 1"-0 13/16" / /' 11U [IU REF (BOLT HEADS) 112401 (BOLT HEADS) A �� 3 4'-I 4) 1 1 3 A A f763• f12641 3 NOTE, FASTENING DEV "SURE-LOCK"CORNER 1 FAStENING DEVICE IS ACCEPTABLE CD VIEW "B' � m (TYP. ALL CORNERS) �� I ALTERNATE CONSTRUCTION. ''SEE VIEW B �" �— � �c Packaged Rooftop Builder 1.09z Page 7 of 9 I WEATHERMASTER - 48HJ 3 THRU 12-1/2 TON SIZES PACKAGED ROOFTOP GAS HEATING/ELECTRIC COOLING UNITS 3, 4, 5, 6, 7-1/2, 8-1/2, 10, 12-1/2 TONS • Tool-less filter access door. • Copper tube aluminum fin coils with optional corrosion resistant coils. —� • Refrigerant filter drier. CD • Low-pressure/loss of charge,freeze protection,and high-pressure switches on all units. • Fully insulated cabinet. • Pre-painted exterior panels and primer coated interior panels tested to 500 hour salt spray protection. 0' • Belt drive evaporator-fan motors with adjustable pulleys. • Permanently lubricated evaporator fan motor. • AcutrolTm refrigerant metering system. ASHRAF ^ • Single point gas and electric connections. • Thru-the-bottom power entry capability standard. • Two-inch disposable return air filters. COMPLIANT • 24-volt control circuit protected with resettable circuit breaker. • Exclusive non-corrosive composite condensate pan in accordance with WEATHERMASTER SERIES ASHRAE 62-99 Standard,sloping design.Provides side or center drain. 48HJ units are one-piece gas heating, electric cooling units that • Full perimeter heavy gauge base rail with built-in rigging adapters and are prewired and precharged with R-22 (HCFC). The units are fork truck slots. factory tested in both heating and cooling modes. They are rated • Operation performance documentation provided from run test in accordance with ARI Standards 210 (004-012 sizes) and 360 (014 size), designed in accordance with UL Standard 1995, and • Automatic changeover when used with auto-changeover thermostat. listed by the Underwriters'Laboratories. • Low outdoor temperature cooling operation to 25°F. • Reliable,accurate solid-state control board that provides anti-cycle Approved and certified by: compressor lockout,and easy access terminal board. • Condenser motors are totally enclosed with permanently lubricated U bearings. C o � US , � �,',•. Heating • Industry exclusive IGC solid-state control. IGC provides full on-board M�r•n ti�Rtt tlti 9tl..tl n,w�.n ,.rytl•�••,,e,., a tl,. ,y... diagnostics with Flashing LED for error code designation. • IGC provides industry exclusive anti-cycle protection for gas heat operation. Certified to ISO 9001:2000 • Induced draft combustion. STANDARD 48HJ FEATURES INCLUDE: • Solid-state electronic direct spark ignition system(pilotless system). • Units are listed by UL and UL,Canada,certified by ARI. • Redundant gas valves,with two-stage heating. • Downflow to horizontal convertible for slab mounting. • Flame roll-out safety protector. • Exclusive Cycle-LOCTm anti-compressor cycle protection. • Dedicated 3-5 ton"Low NOx"models that meet California Air Quality Management NOx requirement. • SEER's up to 13.0. EER's to 11.6. • Dedicated 3-5 ton,3 Ph"Non-NOx"with single-stage gas • Scroll compressors with internal linebreak overload protection. Options • Single compressors on 3-6 ton sizes. • PremierLink DDC Controls • Dual compressors on 7-1/2 to 12-1/2 ton sizes. Packaged Rooftop Builder 1.09z Page 8 of 9 • Exclusive Humidi-Mizer Adaptive Dehumidification System • Hinged access panels,high static motor options • Stainless Steel Gas Heat Exchanger • COBRA Energy Recovery • Economizer+,disconnect,&convenience outlet options • Corrosion resistant options for evaporator and condenser coils Packaged Rooftop Builder 1.09z Page 9 of 9 •Base'"Series 13 Air Conditioner i to • (f -NE . 1 —1/2 to 5 Nominal Tons Tum to the Experts Product Data INDUSTRY LEADING FEATURES/BENEFITS Efficiency • 13 SEER/11 EER(Nominal) • N icrotube Technology' refrigeration system • Indoor air quality accessories available Sound • Sound level as low as 76 dBA I III ��" • As low as 73 dBA with optional accessory sound hood I NII III III11I Comfort �I IIIII IN� I • System supports Thermidistat- or standard thermostat controls Reliability • Front-seating service valves 1 �IIIIIIIII • Scroll compressor �u�I i� III • Internal pressure relief valve II III � - u�I • Internal thermal overload UIII II • Filter drier • Balanced refrigeration system for,maximum reliability Durability WeatherArmor' protection package: • Solid,Durable sheet metal construction • Wire coil guard • Baked-on,complete coverage, powder paint Applications • Long-line- up to 250 feet total equivalent length,up to 200 feet condenser above evaporator,or up to 80 ft. evaporator above condenser(See Longline Guide for more information.) • Low ambient(down to-20°F)with accessory kit Warranty Single Phase • 5 year limited compressor warranty • 5 year limited parts warranty Three Phase • 5 year limited compressor warranty 0 1 year limited parts warranty MODEL NUMBER NOMENCLATURE 1 2 3 4 5 6 7 8 9 10 11 12 13 N N A A AIN N N N AM AIN AIN N N 2 4 A B R 3 3 a A 0 0 3 0 Product Product Tier Major SEER Cooling Variations Open Open Voltage Series Series Family Series Capacity 3-208/230-1 24-AC A-RES AC B=Base R=R-22 3=13 SEER G-D nse a Not a Not 5= =460 3 Original Coil Guard Defined Defined 6=460J3 Series tsotwotz000 1 rtEatcrEtren Aq 5tu 9 S/o'fN � IMM.ry Ak f:eMMonsn sa As au Energy S&r8 Parmer,Carrier corporation has determined that this product meets the ENERGY STAR® guidelinesiorenergy effid-ncy. Refs to the combination ratings in Product Data for system combination&that meet Energy Star guidelines. STANDARD FEATURES Feature 18 24 30 36 42 48 60 13 SEER X X /X X X X X Scroll Compressor X X X X X X X Wire Coil Guard X X X X X X X Field Installed Filter Drier X X X X X X X Front Seating Service Valves X X X X X X X Internal Pressure Relief Valve X X X X X X X Internal Thermal Overload X X X X X X X Long Line capability X X X X X X X Low Ambient capability with Kit X X X X X X X 2 PHYSICAL DATA M 18-30 24-31 30-31 36-31 42-30 48-31 60-32/33 Ib 124 124 133 150 192 206 239 ) 146 146 155 178 220 242 274 Scroll Freon® -22 Control TXV(R-22 Hard Shut Charge b) 4.90 4.88 5.25 5.80 1 7.15 7.73 9.25/10.13 OND FAN Propeller Type,Direct Drive Air Discharge Vertical Air CFM 1880 2200 2725 3170 3165 4050 4050 Motor HP 1/12 1/10 1/5 1/5 1/4 1/4 1/4 Motor RPM 1100 1100 1100 1100 1100 800 800 OND COIL Face Area ft) 11.49 11.49 13.13 15.09 21.56 22.63 30.18 Fins per In. 25 25 25 25 25 25 25 Rows 1 1 1 1 1 1 1 Circuits 3 3 4 4 5 6 6 ALVE CONNECT. In.ID Vapor 5/8 5/8 3/4 3/4 7/8 7/8 7/8 Liquid 3/8' EFRIGERANT TUBES'(in.OD) V r(0-80 Ft Tube Length) 5/6 5/8 3/4 3/4 1 7/8 7/8 Liquid(0-80 Ft Tube Len 3/8" -For tubing sets between 60 and 200 ft. ¢ontal or 20 ft.verticaI dMerential,consult the Longline Guideline. Note: See unit installation Instruction for proper Installation. VAPOR LINE SIZING AND COOLING CAPACITY LOSS 1-STAGE AIR CONDITIONER APPLICATIONS LONG LINE APPLICATION: An application is considered unit is above indoor unit,and up to 60 Ft when the outdoor unit "Long line"when the total equivalent tubing length exceeds 80 ft is below the indoor unit. Refer to Accessory Usage Guideline or when there is more than 20 Ft vertical separation between below for required accessories. See Long-Line Application indoor and outdoor units. These applications require additional Guideline for required piping and system modifications. Also, accessories and system modifications for reliable system refer to the table below for the acceptable vapor tube diameters operation. The maximum allowable total equivalent length is based on the total length to minimize the cooling capacity loss. 250Ft.The maximum vertical separation is 200 Ft when outdoor Acceptable Acceptable Cooling Capacity Loan(%) Total Equivalent Line Length(ft) Unit Nominal Liquid Line Vapor Line , Size(Stuh) Diameter Diameter OD Standard Application , ng e r--� OD(in.) (in.) ==; Requiresi4cceutaoriea E 25 50 so 8o+ 100�!125 -.y50'; 17Z ;:-200 225 250 18000 3/8 5/8 1 1 2 r 2—' 3 x.3. q: 5 5 -- 6 7— R-22AC 3/4 0 1 1 -1 l_ - 2: 2 - 24000 are 5/8 1 2 3 3 5 S _7': '- B 79 R-22 AC 3/4 0 1 1 2 -- - 3_:, _ 3 -4. 4 3 3/83/4 1 1 2 2 0 3 4,, 5 5 b 7 -- R-22 22 A AC 7/8 0 1 1 7 t 2 2 . 2 36000 3/8 3/4 1 2 3 413- 4=- '; 5 6 7 8 9 R-22 AC 7/8 1 1 1 b "7 2 3 3 4 4 5 42000 3/8 7/8 1 1 2 2 2 3 4 4 5 5 6 R-2222 AC A 46000 R-22 AC 3/8 7/8 1 2 2 2 3 4 5 5 6 7 8 60000 7/8 1 2 3 3 5 6 7 8 9 10 11 R-22 AC 3/8 11/8 0 1 1 1 1 2 2 2 3 3 3 tan ngt t or ess to equty vent engt Appl�t ations m this area may have height restrictions that limit allowable total equivalent length,when outdoor unit is bebw indocir unit Sea Long Line Application Guidelines ELECTRICAL DATA MAX MAX UNITSIZE- MIN WIRE OPER VOLTS- COMPR FAN MIN WIRE S¢Et LENGTH LENGTH MAX FUSE" VOLTAGE, y/pH MCA SRE'r or So-C 75 SERIES fFnC CKT BRK AMPS MAX MIN LRA RLA FlA a0•C 76•C 60 C •C 18-30 40.3 7.7 0.5 10.1 14 14 78 74 15 24-31 54.0 10.4 0.75 13.0 14 14 57 54 20 30-31 68.0 14.1 1.1 16.7 14 14 42 40 30 36-31 2D8/230/1 253 197 77.0 14.4 1.1 19.1 12 12 65 62 30 42-30 104.0 19.2 1.4 '25.4 10 10 79 75 40 49-91 137.0 20.2 1.2 28.4 10 10 76 72 40 60-32 141.0 25.3 1.2 32.9 a 8 94 g0 50 60-33 150.0 22.4 1.2 29.2 8 8 94 90 5o 30-51 58.0 9.9 1.1 13.5 14 /4 67 64 20 36-51 88.0 10.0 1.4 13.9 14 14 65 62 20 42-50 208/230/3 253 197 88.0 12.8 1.4 17.4 12 12 93 79 1 25 48-51 83A 13.1 1.2 17.6 12 12 a2 78 25 6D-52 104.0 15.8 1.2 21.0 10 10 110 104 30 60-53 123.0 17.3 1.2 22.8 10 10 101 g6 35 36-61 38.0 5.8 0.7 7.9 14 14 230 219 15 42- 1 4 0 6.0 0.7 8.2 14 14 222 211 15 48-61 460/3 SW 414 41.0 6.1 0.8 6.2 14 14 222 211 15 a0-62 52.0 7.3 0.6 9.7 14 14 1B7 178 15 60-63 55.0 8.4 0.6 11.1 14 11 184 156 15 •Permissible limits of the voltage range at the unit wi I operate saUsfacton y �• t If wive Is applied at ambient greater than 30'C(86'F),consult table 310-16 of the NEC(ANSVNFPA 70). The ampacky of non-metallic-sheathed cable (NM),trade name ROMEX,shall be that of 60'C(140'F)conditions,per the NEC'(ANSVNFPA 70)Article 336-26.B other than uncoated(no-plated),60 or 75'C(140 or 167'C)insulation,copper wire(solid wire for 10 AWG or smaller,stranded wire for larger than 10 AWG)is used,consult applicable tables of the NEC(ANSI/NFPA 70). t Length shown Is as measured 1 way along wire path between unit and service panel for voltage drop not to exceed 2%. ••Time-Delay fuse. FLA -Full Load Amps LRA -Locked Rotor Amps MCA -Minimum Circuit Amps RLA -Rated Load Amps NOTE:Control circuit is 24-V on all units and requires extemal power source. Copper wire must be used from service disconnect to unit. All motors/compressors contain Internal overload protection. A-WEIGHTED SOUND LEVEL (DBA) UNIT SIZE-VOLTAGE,SERIES STANDARD TYPICAL OCTAVE BAND SPECTRUM(without tone adlustmoM) RATING 125 250 500 1000 2000 4000 8D00 18-30 76 53.0 61.5 66.5 69.0 67.0 62.5 56.5 24-31 76 53.0 61.5 68.5 69.0 66.0 63.5 60.5 30-31 30-51 76 51.0 63.0 67.0 69.0 67.0 65.5 62.0 36-31 36-51 76 53.5 65.0 69.5 70.0 68.5 65.5 61.0 36-61 42-30 42-50 79 60.5 68.5 71.5 75.5 69.5 ; 65.5 66.0 42-60 48-31 48-51 80 51.5 63.5 66.0 76.0 68.0 66.5 63.5 48-61 60-32/33 60-52153 80 53.0 62.5 67.0 72.5 67.5 67.5 66.0 60-WJ63 A-WEIGHTED SOUND POWER(DBA) WITH ACCESSORY SOUND HOOD UNIT SIZE-VOLTAGE SERIES STANDARD TYPICAL OCTAVE BAND SPECTRUM(without ton@ sdlustm@nt) RATING 125 250 sm 1000 200D 4000 am 18-30 73 53.5 62.0 67.5 69.0 $7.0 62.0 56.0 24-31 74 53.5 61.5 68.5 68.5 66.0 62.5 57.0 30-31 90-51 73 53.5 62.5 67.0 68.5 66.0 62.5 58.0 36-31 36-51 76 53.5 65.0 60.5 70.0 68.5 65.6 61.0 36-61 42-30 42-50 78 61.5 68.0 71.5 74.5 68.5 63.0 61.5 42-60 48-31 48-51 79 53.0 63.5 65.0 75.0 66.0 62.0 59.5 48-61 60-32/33 60-52I53 76 53.5 61.0 67.0 71.5 64.5 62.5 62.0 60-62/63 7 DIMENSIONS UNT SERES ELECTRICAL A B C 0 E F G H J K L M N P DPATM SF�M SHPPING CHARACTERISTICS WEIGHT WEICFi iT DIIIE2J510N5 x W x 24ADR324 1 1 0 0 0 1311.16- 26 1/1Y !!//• S/a• A 1/16• 21 111• ! 1/e• 5/16' 3• 2 U/lf' 1/2' 12 1!8• 11 3/0' 11 1/e• 1241 flit 2f 1/e' 1 2f 1/S•132 S/S• 2IABR321 1 I 0 0 0 20 7/16' 3 321• S/8• A 1116• 21 Its' 1 1IO• Sill' 3• 2 13/1N 1/2' 12 I/B• 11 3I8' 11 1/B' 12/1 11U 2f 1!a' k 21 7/e• 1 32 S/e• 21ABR330 1 1 0 I 0 31 13/11• 3 31/• !11• / 7/11• 21 1/1• 0 1/e• S/1/• 3' 2 13/19• 112• 12 1/0• 11 3/0' 13 31/` 1J31 13St 2{7/6•X 2{1/6'1 3i 111f• 21ABR334 1 I 0 1 1 28 1S/1{• 3 311• 31/• f 0/11' 21 11116. 0 1/8• s/1{• 3• 2 13l1{' 1/2` 11 3/e` 1S 7/1' 11 1/B• 151/ I171 32 5/11• k 32 S/if• I 32 S!f' 21ABR3/2 0 1 0 1 1 31 1/0• 3 1/0' 7/a• 0 t/l{• U 11116' /1/0• 311f• 3` 2 IMF S/i• if 1!e' 1{' 18 3//' 1021 2201 32$llf• 1 32 S116' 1 12 7/e• 21A8R318 I 1 O I 135 3//• !Ile• T/O• {!/1{' 20 111{• /11B' S/1/• 3• 1 15/16• S/0' 18 1//• 18 Ir2• 11 112• 2001 2/08 3f Its-1 3{/le'N 3f 711{• 21A8R7{D 2,! 1 0 I I1IS 15/1i• 3 1/1• Tle• {1/if' 21 T111• 0 1I1• 5/11• 3' 2 15/1/• S/e` la!//' 11• 20 1/B• 231t tllt 3{1/f• 17{110.1 If S/8• I TES NOTES: 0:NO 1. ALLOW 31•CLEARANCE TO SERVICE SIDE OF UNIT 48'ABOVE UNIT. {'ON ONE SIDE, W ON REMAINING SIDE. AND 21•BETWEEN UNITS FOR PROPER AINFLOW. 2. MINIMUM OUTDOOR OPERATJNG AMBIENT IN COOLING NODE 13 SS'F, KAI. 125 F. 3. SERIES DESIGNATION IS THE ISTR POSITION OF In UNIT MODEL NUMBER. A So' 1. CENTER OF 61AVITT �. M AIR DISCRARGE AIR IN AIR / DISCHARGE 00 FIELD CONTROL B SUPPLY CONN. 0116`MOIEAIR INFIELD POWER SUPPIT CONN.01TI/v MLNOCKOUT . F1R IW 3!8•LIQUID LIN CONN. P C 3 112, 1 7/a• E OD VAPOR LINE CONN. L H1mu" ii L LIN IN UNT Sig MOUNTNO PAD DWENSIOfVS 1e 21,30 21. 1 261 0 3/8'TIEDOWN121OCKOUT 36.42 31 112.1 31 112' LACES /8,61 35. 1 35• NOTE:Optional dense cog guard saown. COMBINATION RATINGS CONTINUED Unit Size- Factory - SEER Indoor Total Cap. Furnace Voltage, Model BTUH Supplied Standard TDRt EER Model Series Enhancement Rating CNRV*6024A** 46,500 TDR&TXV 13.50 11.20 58MV13120-20 CNRV*6024A** 46,500 TDR&TXV 13.50 11.20 58CV(A))135-22 CNRV*6024A*' 47,000 TDR&TXV 14.00 11.50 68CV(A,X)155-22 48-31 48-51 CNRH*4821A*' 46,000 TXV 13.00 11.00 48-81 CNRH*4821A** 45,000 TDR&TXV 13.20 11.00 58MVB080-20 CNRH*4821A*' 45,000 TDR&TXV 13.20 11.00 58MVB100-20 CNRH*4821A" 45,000 TDR&TXV 13.20 11.00 68MVB120-20 CNRH*4821A** 45,000 TDR&TXV 13.50 11.20 58CV(A,X)090-16 CNRH*4821A** 45,000 TDR&TXV 13.50 1120 58CV(A,X)110-20 CNRH'4821A*- 45,000 TDR&TXV 13.50 11.20 1 58CV(A,X)135-22 CNRH*4821A*' 45,500 TDR&TXV 13.50 1120 1 SBCV(A,X)155-22 CNRH*6024A** 47,500 TXV 13.00 11.00 CNRH*6024A-* 46,500 TDR&TXV 13.50 1120 58MVBOBO-20 CNRH*6024A** 46,500 TDR&TXV 13.50 11.20 58MVB100-20 CNRH*6024A** 46,500 TDR&TXV 13.50 11.20 SBMVB120-20 CNRH*6024A** 46,500 TDR&TXV 13.50 1120 58CV(A,X)090-16 CNRH*6024A*' 46,500 TDR&TXV , 13.50 1120 68CV(A,X)110-20 CNRH*6024A** 46,500 TDR&TXV 13.50 1120 58CV(A,X)135-22 CNRH*6024A** 47,000 TDR&TXV 14.00 11.50 58CV(A,X)155-22 CNRF*4818A*' 45,000 TXV 13.00 11.00 CSRH*4812A** 46,000 TXV 13.00 11.00 CSRH*4812A*' 45,000 TDR&TXV 13.20 11.00 58MVB0BO-20 CSRH-4812A'* 45,000 TDR&TXV 13.20 11.00 58MVB100-20 CSRH*4812A** 45.000 TDR&TXV 1320 11.00 58MVB120-20 CSRH*4812A'* 45,000 TDR&TXV 13.50 11.20 58CV(A,X)090-16 CSRH*4812A** 45,000 TDR&TXV 13.50 1120 58CV(A,X)110-20 CSRH*4812A** 45,000 TDR&TXV 13.50 11.20 1 58CV(A))135-22 CSRH*4812A** 45,000 TDR&TXV 13.50 11.20 58CV(A,X)155-22 CSRH*6012A-* 47,500 TXV 13.00 11.00 CSRH*6012A** 46,500 TDR&TXV 13.50 11.20 58MVBOBO-20 CSRH*6012A** 46,500 TDR&TXV 13.50 11.20 58MVB100-20 CSRH*6012A** 46,500 TDR&TXV 13.60 11.20 58MV13120-20 CSRH*6012A** 46,500 TDR&TXV 13.50 1120 58CV(A,X)090-16 CSRH*6012A** 46.500 TDR&TXV 13.60 1120 58CV(A,X)110-20 CSRH*6012A'- 48,500 TDR&TXV 14.00 11.50 58CV(A 135-22 CSRH*6012A*' 48,500 TDR&TXV 14.00 11.50 58CV(A,X)155-22 FA4CN(F,C)048 47,000 TDR&TXV 13.00 11.00 FA4CN(F,C)060 48.000 TDR&TXV 13.00 11.00 FC4DN(F,B)048 47,500 TDR&TXV 13.50 1120 FC4DN(F,B)060 48,500 TDR&TXV 14.00 11.50 FK4DNF005 47,000 TDR&TXV 14.00 11.50 FK4DN8006 47,500 TDR&TXV 14.00 11.50 -CAR"6024A** 57,000 1 TXV 1 13.00 11.00 CAR"6021A*' 58,000 TXV 13.00 11.00 CAR**6024A" 56,000 TDR&TXV 13.20 11.00 1 SBCV(A,X)135-22 60-32/33 CAR*'6M4A'* 56,000 TDR&TXV 13.20 11.00 1 58CV(A,X)155-22 60-52153 60-62/63 CNRV*6024A** 57,000 TXV 13.00 11.00 CNRV*6024A** 56,000 TDR&TXV 13.20 11.00 1 SBCV(A X)135-22 CNRV*6024A'- 56,000 TDR&TXV 13.20 11.00 58CV(A,X)155-22 CNRH*6024A** 57,000 TXV 13.00 11.00 CNRH'6024A*" 1 56,000 TDR&TXV 13.20 11.00 58 (A,X)135-22 CNRH*6024A-- 56,000 TDR&TXV 1 13.20 11.00 58CV A, 155-22 See notes on pg.17 16 Product ComfortTM 92 Data Model 58MXB ' Highly-Efficient 4-Way Multipoise HEATING&COOLING Fixed-Capacity Deluxe Condensing Gas Furnace Input Rates: 40,000 thru 138,000 Btuh 4-Way Multipoise Design Allows More Applications... The ComfortTM 92 is a must for your product line.This high-efficiency fur- nace allows more applications with its reliable 4-way multipoise design.The ComfortTM 92 is available in 12 heat/air- flow combinations and with the 4-way multipoise design can be installed in up- flow,downflow,or horizontal positions covering up to 48 different applications. With the exception of the 140 size unit, all ComfortTM 92 models can be in- stalled in a manufactured(mobile)home when the optional kit is used,and in in- stallations with elevations up to 10,000 ft (140 size unit limitation 7,000 ft).The furnace is factory configured for upflow application.With the exception of the 140 size,all sizes can be installed with 2- pipe or 1-pipe venting.The 140 size can be installed only as a 2-pipe system. This versatile unit utilizes Power HeatTM hot surface ignition(HSI) which ignites the burners directly.HSI eliminates gas waste that typical continuous-pilot designs can bring.Hot surface ignition provides reliable start- Odd up and operation. Take a look at the control center on the ComfortTM 92.Control of ignition, inducer,and blower operation is all han- dled in 1 central printed circuit board. The status indicator on the control sig- nals when a fault has occurred and identifies where the problem is.This, along with the component test feature, makes the ComfortTM 92 one of the eas- A05069 iest gas furnaces to troubleshoot. High efficiency is achieved by maxi- mizing heat transfer.The result is energy-saving efficiency,up to 95.5 percent Annual Fuel Utilization Efficiency(AFUE),and reduced opera- tional noise.The Comfortrm 92 is one of the quietest furnaces in the industry. A unique feature of this unit is the patented polypropylene-laminated heat exchanger.This secondary heat exchanger ensures that all available heat is properly transferred to the airstream Copyright 2005 Carrier Corporation Catalog No.58MXB-1 PD and throughout the home.Using the less airflow.This is done right at the i nmmizes:heat loss. exclusive flow-through design,the thermostat. Bottom Closure—Factory-installed for secondary heat exchanger reduces the SmartEvapTM—This feature allows side return;easily removable for bottom pressure drop in the furnace which leads your system to reduce summertime return. to lower electrical usage,an important humidity levels by nearly 10%over part of this unit's efficiency.Carrier heat standard systems. Filter—Cleanable filter with retainer is exchangers are backed by a Limited standard. Lifetime Warranty.(See Warranties Media Filter Cabinet—Enhanced in- Blower Access Panel Switch—Shuts section for details.) door air quality in your home is made off all 115-v power through furnace When we put it all together,the easier with our media filter cabinet—a components whenever blower access ComfortTM 92 combines quality and standard accessory on all Deluxe fur- panel is opened. design to bring high efficiency and naces.When installed as a part of your comfort.You will enjoy the versatility system,this cabinet allows for easy and Casing—One piece,seamless and ease of installation of this unit.The convenient addition of a Carrier high- wrap-around construction of heavy, ComfortTM 92 is equipped for either left- efficiency air filter. galvanized steel resists corrosion. or right-side connections.Blower speeds Control Center—Microprocessor Adjustable Blower Speed—For are easily adjustable with speed-taps controls sequencing and furnace precise airflow selection of heating or conveniently located on the control operation.Equipped with a component cooling operation. center.A combustion inducer allows for test feature and status indicator light to more use of 2-in.vent and combustion-air assist in troubleshooting.Micro- Monoport Burners th The burners are k installation costs low. g finely tuned for smooth,quiet piping, coping processor blower control times blower combustion plus economical gas usage. As with other Carrier furnaces,this start after main burners ignite to eliminate model is designed to work as a part of the cold air blowing into rooms. Slow Opening Redundant Gas Valve total home comfort system which in- —Shuts off gas to burners if I of the cludes elements for cooling,air cleaning, Warranties—Limited Lifetime valves fails to close completely for any humidification,ventilation,and zoning. Warranty on the heat exchangers for the reason.The slow opening feature reduces lifetime of original owner in single family start-up noise from rapid ignition. Comfort"""92 FEATURES/ residence;20 years in other residential BENEFITS and commercial applications.Five-year Quality Registration—The ComfortTm Limited Warranty on entire unit.Contact 92 is engineered and manufactured under Serpentuffa`i—Exclusive Serpentuff your dealer for details. an ISO 9001 registered quality system. coating,a patented polypropylene Direct or Non-direct Venting—The Certifications—The Comfortrm 92 laminate is used on the secondary heat ComfortTm 92 can be installed as a 1 Model units are CSA(A.GA.and exchanger. pipe/Non-Direct vent(except 140 size C.G.A.)design certified for use with Power HeatTM Igniter—Carrier's unit and in manufactured/mobile home natural and propane gases.The furnace is unique SiN igniter is not only physically installations)or 2 pipe/Direct vent fur- factory-shipped foii,use with natural gas. robust but it is also electrically robust.It nace•This Provides added flexibility to A CSA(A.GAJC.GA.)listed gas is capapble of running at line voltage and meet diverse installation needs. conversion kit is required to convert does not require complex voltage mated Blower Compartment The furnace for use with propane gas.The regulators as do other brands.This unique acoustical insulation reduces air and efficiency h LAMA efficiency rating feature further enhances the reliability of motor noise to promote quiet operation. certified.The C Quality *i 92 meets ComfortTM 92 gas furnace and continues California Air Quality Management Carrier's traditoin of temology Combustion Products Venting— District emission requirements.Except leadership and innovation in providing a The combustion-air and vent pipes can for the 140 size unit,all ComfortTM 92 reliable and durable product. terminate through a side wall or through models can be installed in a the roof when used with a factory- manufactured(mobile)home when the ComfortFanTM—Improves comfort all authorized vent termination kit. optional kit is used in direct vent(2-pipe) year long by allowing the homeowner to Insulation— insulation Foil-faced ilation in application.Refer to Vent Table,for select different fan speeds during contin- elevation limitations. uous fan operation to achieve more or heat exchanger section of the casing -- R o OpO� 00lulul0�0� _ DID A92505 A02142 A02172 HEAT EXCHANGERS CONTROL CENTER INDUCER ASSEMBLY 2 Physical data UNIT SIZE 040-08 040-12 060-08 080-12 060.18 080-12 080-1B 080-20 100.18 100.20 120-20 140.20 SHIPPING WEIGHT(Lb) 174 175 180 182 1 183 1 198 1 205 1 214 1 229 232 261 261 LIMIT CONTROL SPST HEATING BLOWER CONTROL(Off Delay) Selectable 90,120,150,or 180 Sec. BURNERS(Monoport) 2 2 3 3 1 3 1 4 1 4 1 4 1 5 5 6 6 GAS CONNECTION SIZE 1/2-in.NPT GAS VALVE(Redundant)Manufacturer White-Rodgers Minimum Inlet Pressure(In.wc) 4.5(Natural Gas) Maximum Inlet Pressure(In.wc) 13.6(Natural Gas) IGNITION DEVICE T Hot Surface UNIT SIZE 040-08 040-12 060-08 060-12 060-16 080-12 080-16 080-20 100-16 100.20 120-20 140-20 DIRECT-DRIVE MOTOR h.p.(PSC) 1/5 1/3 1/5 1/3" 1/2 1/3 1/2 314 1/2 314 3/4 314 MOTOR FULL LOAD AMPS 4.9 5.8 4.9 5.8 7.9 5.8 7.9 11.1 7.9 11.1 11.1 11.1 RPM(Nominal)—SPEt=.DS 107 1075-4 1075--3 1075-4 BLOWER WHEEL DIAMETER X WIDTH(In.) 10 x 6 110 x 7 1 10 x 6"1 10 x 7 111 x 8 10 x 7 11 x 8 11 x 10 111 x 8 11 x 10 11 x 10 11 x 10 FILTER SIZE(in.)—(Washable) (1)16 x 25 x 1 (1)20 x 25 x 1 (1)24 x 25 x 1 PSC—Permanent Split Capacitor f S 00 v - ��,: Q 26W 2e N 2f%- 24 W AM M aA W 71 N1' A 22%.• T- OI11FTT fir• 1-1 �OUILET� 1 �CO COMBUSTION- CONDFNSAIE DRAIN — �• TRAP LOCATION RHO Q011TAL I.EFTJ TM LOCATION CONDENSATE DRAIN 2-K COMBUSTION• -T _a kNDU ® IppWNrLOW/�f) AIR CONK O N4N.DV1 + POWER CONN IIOR120RONTAILTERNATE yr• OAS CONK N4N.DU GAS COrf1 + OAS CONK 24N.VENTCONN +'� 37 N^ ,\6—.DIA /A POWER COMr �// N•f1.01ATHENAOSTIIT 3241^�P ENTRY 301 1YP �TIIERMOSTAT ENTRY 221N.• N4N.MA ACCESSORY 80 A^ 4�.LV'ENT CONN VA- 29^h + POWER ENTRY 27N M T v .-.-.-._.-.-.-.-... CONDENSATE � - DRAIN TRA LOCATION M 1 1 1 (ALTER1.NTE N, 1 1 14 N' 1 SIDE INI T 1 ,� 17 N.' I µFT M I 1 1sN j 1 PRFOIM /f 1 I fNl^ 1 j 1 M j 1. -----------------,+alb LI.-------------•---a 1 'T S.IDE►ar DRA SLO"C qN ^A'•+ .-E�--►I�1yN• GRAIN INDCEA r^22 N•M-� NI• (UR ) 44 '�1 1{y ONTAL 1f"A.•M D wCQ 5 BOTTDY IIET HA1101I16 AOSD53 NOTES:/. MMimlml letlRn-aY Otfen 8t 1U1118Ca.based On Instal d11CL M flat duct 16 Used, fee Ilex dui 111arMrfaCN f neconMnlelldatlerls for equivalent dameters. 2.Minimum return-air opeMng of furnace: a.For SOO CFM-16dn-loud or 14 1/.x 12•In.roctangle. b.For 12DO CFM-20-h round or 14 11 x 19Ieclengb. c.For 16W CFM-224n.round or 1411.It 1/.in.Ie 1M d.For aktlow reQlanelnlenIS above 15DO CFAI.fee Air DeBvery table h Prodx:t Dale Iterahae br apedlk use of shgle side Mete.Tha use of bo81 side Web,a combination of 1 side and the bD,$ or Me bottan only or ensure adequate return air openings for alrf ow requirements above 18DD CFM at 0.5-W.G ESP. A05053 DMENSIONS(In.) UNIT SIZE A D E 040-08 17-1/2 15-7/8 16 040-12 17-1/2 15-7/8 16 060-08 17-M 15-7/8 16 060-12 17-1/2 15-7/8 16 060.16 17-M 15-7/8 16 080-12 17-1/2 .,-- 15-7/8 16 080.16 17-1/2 15-7/8 16 080-20 21 19-3/8 19-1/2 100.16 21 19-3/8 19-1/2 -100-20 21 19-3/8 19-M 120-20 24-1/2 22-7/8 23 140-20 24-1/2 22-7/8 23 DOWNFLOW SUBBASE—DIMENSIONS(In.) FURNACE PLENUM OPENING* FLOOR OPENING HOLE NO. CASING FOR WIDTH WIDTH FURNACE IN DOWNFLOW APPLICATION A B C D ADJUSTMENT 17-1R Assembly or Coil Box Furnace with or without Cased Coil 15-1/8 19 16-3/4 20-3/8 3 Assembly or Coil Box 1 Furnace with or without Cased Coil Assembly or Coil Box 18 5/8 19 20 1/4 20 3/8 2 24.1 Furnace with bl without Cased Coil 22-1/8 19 23-W4 20-318 1 The plenum s uld be constructed 1/41n.smaller in width and depth than the plenum dimensions shown above. LOCATING TAB 11/;TYP _ PLENUM OPENING B� 4IOCATING • • TAB FACTORY-SUPPUED C FIELD-INSTALLED INSULATION A97427 A88207 Assembled Disassembled COMBUSTION-AIR PIPE FOR NON-DIRECT VENT(I-PIPE)APPLICA N(SIZES 040 THROUGH 120 ONLY) FEL2a.a� FEIDBUPPUED LENGTH TRAIGHT PVC SV E,HOW 9 N.dwErER PVC PPE PIPE PORTION OF USTION AIR INLET PIPE ASSE 1N.) CASING WIDTH A } 17-1/2 8-1/2 t 1/2 21 10.1/2't 1/2 •cruPvueow 24-1/2 12 t i/2 PIM S CONCENTRIC VENT FOR DIRECT VENT(2-PIPE)APPLICATION(ALL MODEL SIZES) B IN.DIA PVC VENT/EXHAUST F ---------r------------ f - - E ------------------------ - C IN.DIA �13/1s NOTE:See furnace Installation 1/ D Instructions when venting multi- ple furnaces near each other. A B IN.DIA PVC INTAKE/COMBUSTION AIR A97110 DIMENSIONS(In.) KIT PART NO. A' B C Dt E F KGAVT0501CYT 33-3/8 2 3-1/2 16-5/8 6-1/4 5-W4 KGAVT0601CVT. 38-7/8 3 4-1/2 21-1/8 7-3/8 6-1/2 Dimension A will change accordingly as dimension D is lengthened or shortened. t Dimension D may be lengthened to 60 In.maximum.Dimension D may also be shortened by cutting the pipes provided in the kit to 12 in.minimum. 9 Clearance to combustibles INSTALLATION This totted air furece H egdpped for use nNm natural pas at alGWdes o"10,00o ff(0.3,050m),eeept 14o sim Fumaces are orly approved br ahitudes o-7,000 fl.(0-$135m). An aocessay Idt,wed by the m filer,aural be used b convert to pas use a be required fo some refuel pas appicNwrs this hnnoe is far kdoar krstaAatlon In a dildnp msUuded an the he hmare may be Irntalled In a maMadved(mablle)hrnre rat(n8 oate and factory authorized THs firms may be Ir stalled m oxrb store Iboft in dome or dosd at m rimm clearance from amt stbe rretedal. THs appliare recOres a special verting system Refer to the krstallation kctr dlons for parts Ilst and medW d irstallatkn TNs brave is for use vM sdwU&40 PVC,PVC-OW. (f r�ppe pn d r (1 �Wred appianoes.Construdan arough wftdt vaWair irdake prpes may be rstalled is msdmun 24Ir dws Celle bunaise A air pr ls6 ad 60p6e pouutilisaticn aysc gaz rmaturel at altitudes axrprises ertre 0.3,050n (0.10,000 pi),exeptb quotes faumaises de 140 We sort pour altitudes omprfses ertre 0-2,135m(0-7,000 4 U6fiser we Vomsse de cmversloR faurde par b faWcant,par passer au gaz propane ou pour oertaires Ystalt mm au natural. Cefte fa rrmise A air puls6 ad par irntaCatim 81W&Ieudars In bAtra t oxisbult su place.Cetfe bumalse A air pu1sA Zz fdre kstad6e dare une maism prdfabr4& oTaison mobile)sl presah par la plaque sig dk ue at ai I'm utilise u e trousse spwft par Is fabrirart Celte farrow pout Btre ki"6e su ur plandrer omtusitle dare m edoncemert ou um placard on Observant les d6gagemerts rtirimrms suet les mmat6riaux corrtrstitles Cal appereil nkesstle un systbms d4vawabon sp6dal La m68mode dtnstalation et b liste des pikes nkessakes figuert daps les kstruclons d'sstaAalmCeftg faurmise ddt s'utiser avec la kNauteris des narnendatues 40 PVC,'VC-GM/l C ,CPVQ ou ABSUNV d ede ne pal pas Are vertme,�omanert aver d'subes apperek A x Epeisseu de la oastndicn eV havers de la4sle I ed possHe de fairs passer les Syera d'a6ratbn(acHssi WMaiatim):24 po(60o mm)mamdmnv 314 pro(1 g rmm)nirimm(y ompris la Wt re). For upflow and downflow applications,fumaw must be installed level,or pitched Win 1/2" of level. For a h0rizxW applicatior%the furnace must be pitdled mirimm 1/4"to LEVEL(0") MIN 1/4" nwdmm d t It"forward for proper drainage. See Irstaiation Manual for IMPORTANT unit 1rz� 1r7TOi�+Ax support details on horizontal application i Pbur des applications de flux ascermdard et desmndant la fammaLse dolt fre kmsW&de ' fi ffD Ffronrr nheau ou k¢ir&A oas dus de 1/Y du WmL Pour tine app6mtian hormortal%la T falrrmaise daft We ktcirt�e w1re min mm 1W et matdmmn 1I2 du rtiveau le drainage UPFLOW OR 6.Ent�dlrtstaAatimen om ��ejOOAerles�b' F1�Ni HORIZONTAL i ANTS sur le darn rtmarx>el drstallabon DOWNFLOW MINIMUM INCHES CLEARANCE TO COMBUSTIBLE CONSTRUCTION ThisfimawIsWMved for lPRIM D(7WMWWand ALL POSITiONS. HORaZOM ksla dkm * Mrimsm fiat dewarxb for serAm 30 kmdbs(763mi. Cede farnaise ad a�raA�6e par Pkstalladm HORIZONEU t t 140 size Mlaws regllre 1 kith bads dearenoe to=Tbmstible materials at la cim lation d'air V6iS LE HAUT at VERS LE BAS. DOWNFLOW POSITIONS: t For irW Aaim oncorrtkstble floors arty Ml m kslaied an special base Nn KGhS230201ALL.,(bA Cle arway arrows 1" Les 11khes do dAgagemaM Asserrby,Part f�C05 or CK5,or Cal Casing,Part Nor KCAKQ do not dmanpe wMm a re large pas avea HORIZONTAL POSITIONS: hmmam orierdatian I anertatian do la g6nerateu d'ak dmamd Lire coded Is permissible arty between Ines formed by ktasediors Of tap and two sides of lunace jac4 and bulking Joists,studs,or framing § clearance shown Is for air Wd and air outlet ends. t t Cr 0 120 and 140 size furnaces reggae 1 inch bottom dearance to owblstide materials A BA c K e�t E5� Ot DEGAGEMENT MINIMUM EN POLICES AVEC kIMENTS DE CONSTRUCTION COMBUSTIBLES m ERE F�PPa��S ao POURTOUS LES POSITIONS: F°JFtk0Nt * avert rdnimm de 762mn 30 p0) I'erdrefien PIN Lt s E R (( y t t �dfarnatbs do 140�aille,l po(25rTni d jemat des r alft ux mmtustbles ed"s NTR Vr c EIF POUR Pax-wzWabon sir le D ammbmskde wUwart m LAiw la base she,pi&- 0" GoNDANT. t Ee A v AN ET m EN 30 t rrrt KGASB0201ALL,I'ersemtle serpertin,pibm n°C05 ou GCS,ou le carter de sari perflr%pibw 3 POUR LA POSITION HORIZONTILLE: Le carted nest semis gCm*e les Agnes fomm6es par les kderseWms ds ou do la ui dam el des dwobt6s de ladwiss do la Vert clearance b 0 La d dartoe hdqueef cv me I'edrb iw du of des so6w,dBs�d-arrhr6e 'air et f'oft&nt6 du tLrw de sortie d"air. (r LLyyaauu conIt s4ties 0". Flour les folmeises de 120 at 140 to k 1 po(Y mm)d6gagenwit des nk0alx mrtustbles est requis Clearmw in irmdmes to 0(po)D6pagarnent au.dessous D pWnert(pro). d'6vert aver owbi ibtes 324999-201 REV.D LIT TOP A02148 I1 Performance data EFFICIENCY d UNIT SIZE 040-M 040-12 M-08 060.12 060-16 080-12 080.16 060.20 100-16 100-20 120.20 140-20. CAPACITY*Direct Vent(2-Pipe) Upflow 38,000 38,000 56,000 56,000 56,000 75,000 75,000 75,000 94,000 94,000 113,000 129,000 (Shaded capacities are Downflow 38,000 38,000 56,000 56,000 56.000 75,000 75,000 75,000 94.000 94,000 113,000 129,000 specified on rating plate) Horizontal 38,000 38,000 56,000 56,000 56,000 74,000 75,000 75,000 93,000 93,000 112,000 128,000 Non-Direct Vent(I-Pipe) Upflow 38,000 38,000 56,000 56,000 56,000 75,000 75,000 75,000 94,000 94,000 112.000 NA Downflow 38,000 38,000 56,000 56,000 56,000 74,000 75,000 75.000 93,000 93,000 113,000 NA Horizontal 38.000 38,000 56.000 56,000 56,000 74,000 75,000 75,000 93,000 193,ODO 112,000 NA AFUE•Direct Vent(2-Pipe) Upflow 94.3 95.5 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 92.6 Downflow 92.9 94 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.2 Nonweatherized ICS Horizontal 93.7 94.9 92.3 92.3 92.3 92.3 92.3 92.3 92.3 92.3 1 92.3 92 AFUE•Non-Direct Vent(I-Pipe) Upflow 93.9 95.1 92.4 NA Downflow 92.5 93.7 91.4 NA Nonweatherized ICS Horizontal 93.3 15 5-1 91 A NA Input Btuht 40.000 40,000 60,000 60,000 60,000 80,000 80,000 80,000 100, 100, 120.00 138,000 UNIT SIZE 04G.08 040-12 OWN 060-12 060-16 080-12 080-16 080-20 100.16 100-20 120-20 140-20 CERTIFIED TEMP RISE RANGE ff) 30-60 15--45 45-75 30-60 20--50 40-70 30-60 20-50 45-75 30-60 40-70 50-80 CERTIFIED EXT STATIC PRESSURE Heating 0.10 0.10 0.12 0.12 0.12 0.15 0.15 0.15 0.20 0.20 0.20 0.20 (In.wc) Cooling 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 AIRFLOW CFM$ Heating 850 1125 885 1065 1320 1190 1285 1785 1315 1690 1720 1970 Cooling 895 1 1215 1 900 1200 1545 1245 1 1525 1 1925 1 1570 1 1930 2000 1990 Capacity and AFUE in accordance with U.S.Government DOE test procedures. t Gas input ratings are certified for elevations to 2000 ft.For elevations above 2000 It reduce ratings 20/6 for each 1000 ft above sea level.In Can- ada,derate the unit 5%for elevations 2000 to 4500 ft above sea level. $ • Airflow shown Is for bottom only retum-air supply with factory supplied 1-in.washable fiitei(s). • For air delivery above 1800 CFM,see Air Delivery table for other options. • An airflow reduction of up to 7%may occur when using the factory-specified 4 5/164nch wide,high efficiency media filter. • For best furnace efficiency when using the 4 5/16-inch wide media fitter,adjust the blower speed tap to near the mid-point of the rise range. ICS-Isolated Combustion System. 1, 12 AIR DELIVERY—CFM(With Filter) EXTERNAL STATIC PRESSURE(In.we) RETURN-AIR UNiT SIZE SUPPLY SPEED 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 1 side High 1075 1040 995 945 895 840 760 670 040-08 or Med-Low 850 825 780 740 685 635 560 480 bottom Low 740 700 650 620 565 515 455 385 1 side High 1470 1415 1400 1285 1215 1120 995 890 040-12 or Med-High 1315 1280 1235 1180 1115 1035 930 825 bottom Med-Low 1125 1110 1085 1045 990 915 830 740 Low 930 925 910 1 850 830 770 705 635 1 side High 1100 1065 1005 945 900 805 730 610 060-08 or Med-Low 890 865 810 765 705 620 540 475 bottom Low 745 710 670 625 565 505 425 360 side High 1430 1375 1325 1275 1200 1135 1040 935 060-12 1 or Med High 1270 1260 1215 1160 1105 1035 950 850 bottom Med Low 1070 1055 1045 1015 975 920 850 750 Low 915 895 885 865 840 800 720 650 Iside High 1700 1695 1640 1580 1545 1450 1380 1310 or Med-High 1500 1465 1435 1385 1355 1300 1250 1185 060.16 bottom Med-Low 1325 1295 1265 1230 1190 1150 1105 1050 Low 1205 1170 1145 1110 1080 1035 990 950 1side High 1535 1470 1405 1330 1245 1160 1065 935 or Med High 1395 1350 1300 1225 1155 1080 985 880 OBO-12 bottom Med-Low 1200 1175 1125 1065 1030 970 890 780 Low 1040 1020 990 960 910 860 785 680 1side Higgh 1750 1685 1635 1575 1525 1445 1380 1310 080-16 or Med-High 1495 1455 1405 1355 1305 1250 1185 1120 bottom Med-Low 1310 1260 1225 1170 1125 1095 1040 980 Low 1135 1105 1075 1040 995 995 910 860 1side Higgh 2200 2175 2085 2025 1925 1820 1735 1635 or Med-High 2100 2025 1945 1865 1785 1700 1620 1540 bottom Med-Low 1815 1760 1720 1670 1620 1550 1480 1405 080-20 Low 1560 1555 Isis 1460 1435 1390 1340 1270 both sides or High 2360 2280 2210 2130 2035 1960 1875 1790 1 side and Med-High 1965 1925 1870 1830 1760 1710 1670 1575 bottom Iside High 1740 1705 1660 1615 1570 1500 1425 1355 100-16 or Med-High 1500 1470 1445 1410 1375 1330 1280 1210 bottom Med-Low 1340 1315 1300 1270 1235 1200 1140 1095 Low 1195 1175 1165 1130 1100 1070 1030 975 1side Higgh 2250 2175 2090 2020 1930 1855 1760 1670 or Med-High 2020 1950 1900 1840 1790 1710 1640 1545 bottom Med-low 1725 1690 1660 1630 1575 1520 1460 1370 100 20 Low 1490 MO 1460 1440 1380 1340 1295 1230 both sides or Hlggh 2360 2315 2265 2200 2130 205 1965 1890 1 side and Med-High 1960 1940 1930 1900 1850 1800, 1740 1660 bottom Higgh 2350 2250 2160 2070 2000 1885 1790 1635 bottom Med-High 2100 2015 1955 1875 1810 1710 1650 1540 only Med-Low 1770 1720 1675 1620 1575 1515 1450 1365 Low 1545 1520 1465 1415 1365 1325 1265 1185 120.20 both sides or Higgh 2435 2360 2285 2220 2130 2050 1965 1875 1side and Med-High 2040 2000 1950 1905 1835 1790 1725 1650 bottom 1 side only Higgh 2255 2190 2115 2045 1965 1890 18W 1710 Med-HIg h 1985 1930 1890 1840 1780 1720 1645 1560 Hlggh 2285 2210 2140 2065 1990 1910 1830 1745 bottom only Me d-Hlgh 2020 1970 1920 1870 1805 1730 1660 1590 Med-Low 1675 1650 1620 1590 1560 1510 1450 1390 Low 1460 1445 1430 1400 1370 1320 1275 1230 '140-20 both sides or Hlgh 2310 2255 2185 2120 2045 1965 1880 1800 1 side and Med-High 1975 1945 1900 1860 1835 1775 1720 1640 bottom 1 side only High 2140 2080 2025 1945 1875 1795 1725 1625 Med HIg h 1930 1850 1800 1740 1725 1660 1580 1495 $ Airflow shown is for bottom only return-air supply with factory supplied 1-In.washable fifter(s). • For air delivery above 1800 CFM,see Air Delivery table for other options. • An airflow reduction of up to 7%may occur when using the factory-specified 4 5116-inch wide,high efficiency media filter. • For best furnace efficiency when using the 4 5116-inch wide media fitter,adjust the blower speed tap to near the mid-point of the rise range. • For horizontal and downflow applications,use 1 side or bottom or bottom only as airflow reference. 13 Electrical data UNIT SIZE 040.OB O40-12 060-06 060-12 060-16 080-12 080-16 080.20 100-16 100-20 120-20 140-20 UNIT VOLTS—HERTZ—PHASE 115-60-1 OPERATING VOLTAGE RANGE(Min—Max)* 104-127 MAXIMUM UNIT AMPS 6.1 7.3 6.1 7.1 9.5 7.6 10.0 14.1 10.2 14.8 14.6 14.3 UNIT AMPACITYt 8.4 10.0 8.4 9.8 12.8 10.4 13.4 18.4 13.5 19.3 19.1 18.8 MINIMUM WIRE SIZE 14 14 14 14 14 14 14 12 14 12 12 12 MAXIMUM WIRE LENGTH(Ft)* 44 37 44 38 29 36 28 31 27 30 30 30 MAXIMUM FUSE OR CKT BKR(Amps)** 15 15 15 15 15 1 15 15 1 20 15 20 20 20 TRANSFORMER(24v) 40va EXTERNAL CONTROL POWER AVAILABLE Heating 12va Cooling 21va AIR CONDITIONING BLOWER RELAY Standard Permissible limits of the voltage range at which unit will operate satisfactorily. t Unit ampacity=125%of largest operating component's full load amps plus 100%of all other potential operating components'(EAC,humidifier, etc.)full load amps. t Length Is as measured 1 way along wire path between unit and service panel fqr maximum 2%voltage drop. Time-delay type Is recommended. Typical wiring schematic ---- FIELD 24-V WIRING --- FIELD 115-,208/230-,460-V WIRING FACTORY 24-V WIRING FACTORY 115-V WIRING NOTE 2 THERMOSTAT FIVE WIRE w c R G r TERMINALS FIELD-SUPPLIED THREE-WIRE DISCONNECT HEATING-ONLY BLOWER DOOR SWITCH __ ___ 460-V 0-OR H _— --- — THREE e� s� PHASE -- — C O -- --Y-- O -- •• N i i i -- ---� 208/230-V SINGLE -GND !tl GND R G ---�------ I j E I —_ _-- PHASE 115-V FIELD- AUXILIARY OD J-BOX ®. ------------- SUPPLIED irfi =GND L ---_NOTE 1—_--; DISCONNECT CONDENSING -------------- UNIT 24-V TERMINAL WIRE BLOCK FURNACE NOTES: 1. Connect Y-terminal In furnace as shown for proper blower operation. 2. Some thermostats require a'C'terminal connection as shown. 3. If any of the original wire,as supplied,must be replaced,use same type or equivalent wire. A g"O 18 CAP VP,• CARVR CAPVU. Evaporator Coil • Cased and Uncased • • • • Turn to the Experts. Product Data The CAPVP, CARVP, CAPVU, and CARVU evaporator coils incorporate proven standards for reliable system operation and performance throughout the life of a quality Carrier Air Conditioner or Heat Pump system. Evaporator coils manufactured by Carrier and installed as part of a Total Comfort System provide ARI-rated performance ratings and are additionally listed with UL and c-UL. The coils are available for use in Puron®, the environmentally-friendly refrigerant, and R-22 systems. The CAPVP and CARVP are cased A-coils that are housed in a 0 durable, 22 gauge cabinet, pre-painted taupe metallic to match the Cattier furnaces. Not only will the color match,but the new p Carrier A-coils come in sizes to fit"all"Carrier furnaces,even the narrow designs. The fully-insulated cabinet(foil faced with R-2.1 insulation properties)provides for quiet,efficient operation of the evaporator coil. The coils are available in sizes 018 through 060 (15-5 tons). The same evaporator coils are available in uncased versions,CAPVU and CARVU. DESIGN FEATURES Performance—Designed with performance in mind,these new ® A-coils offer low pressure drops to enhance system performance and airflow characteristics. Thermostatic Expansion Valves(TXV)—All the Carrier coils A06001 have refrigerant-specific, factory-instf led TXVs. These TXVs CAPVP/CARVP come with mechanical connections to thg coil for easy change out in the field,without use of braze equipment. Durable Condensate Pan—The corrosion-resistant drain pan is designed in a new "fiberglass reinforced thermoset polyester" material (FRTP) that offers unsurpassed pan strength. It is engineered with proper slope to help ensure water drainage, reduced pan sweating and improved moisture removal for better home comfort. Rettrigerant Connections — The coils are provided with industry proven sweat connections for leak-free operation to maintain system reliability. The side mounting tubing to the coil slabs allows for easy cleaning and servicing of the coils, as well as easy access to the TXV. Burst Pressure—These coils meet or exceed burst pressure of O2100 psi which is at least three to five times the pressure they will 0 see in actual application; good for either Puron or R-22 refrigerant designs. f� UV Knockouts — The cased coils also come with factory-installed UV knockouts for quick and easy installation of 0 Carrier UV lights. Serviceability—All the coils come with a"split-delta plate"for easy, quick access to the coil for service and cleaning. Also the coils are removable from the front of the unit without use of any tools (once the door is removed). The units are also designed with a single size screw,the same size as used on all out Carrier furnaces. One tool required for all jobs. A06= CAPVU/CARVU • , 1 Installation Flexibility—The CAPVU and CARVU evaporator Tin Plated Copper Coil Models—Separate lines of tin-plated coils are uncased A-coils that provide flexibility for a wide copper coil models are available,cased and uncased. "I"'models variety of field applications installed in either a are built with special hairpins—tin-plated to resist both general factory-manufactured accessory casing, or a field-supplied pitting corrosion and excessive indoor corrosion known as plenum enclosure. Water management capabilities have been Formicary Corrosion. (Formicary Corrosion is an industry enhanced for downflow applications. phenomenon.) Ruggedness—The thought given to coil casing and condensate Warranty—All Carrier coils feature a limited 5-year warranty pan design will result in reduced shipping and handling damage. on parts, with additional extended warranties available for the Coil Support—Carrier provides a standard factory pan support system. The"tin-plated copper coil"models come with a limited for the uncased coil, providing precise, durable support in the 10-year warranty on the coil. plenum for easier installations. Face Plate — A unique Carrier feature, the face plate comes shipped with the uncased evaporator coil models,provides for a more professional installation and prevents air leaks at the refrigerant line connections. MODEL NUMBER NOMENCLATURE 1 2 3 4 5 6-7 6-9 10 11 12 C A P V P 1a 14 A C A Component Coil Refrigerant Coil Cabinet Unit Cabinet Revision Tubing Variations Type Type Configuration Finish Capacity Width Level Design C—Coil A—A Coil P—Puron TXV V—Upfl./Dnfl. P—Painted 18—1 12 Ton 14—14 in. A—Revision C—Copper A—Basic R—R-22 TXV U—Uncesed 24—2 Ton 17—17 in. T—Tin—plated 30—212 Ton 21—21 in. Copper 36—3 Ton 24—24 In. 42-312 46-4Ton 60-5Ton ISO 9001 C O L us ISO 9001 Cett 112 100 MA TMS 2 1•-0fl• lul/• 1-1lN• 1/-Iln/• ul/, wrt� aruN a rursa !-ILN• �IIR • �� /UIlV4CIM !10 llif f-!II/• Nn/• IRI!I�GiM `R Y001N 1•ur• • r our rsnr 1-snr i A05392 DIMENSIONS ' SHIPPING WT.(LBS.) UNIT A B C D E F G C T (IN.) (IN.) (IN.) (IN.) (IN.) (IN.) (IN.) (NON-COATED (TIN-COATED HAIRPINS) HAIRPINS) CA(P,R)VP1814(C,T)A 18-5/16 14-3/16 12-7/18 10-11/16 10-11/16 - 5/8 34.5 37 CA(P,R)VP2414(C,T)A 19-8/16 14-3/16 12-7/16 10-11/18 10-11/16 - 5/8 38 41 CA P,R VP2417 C, A 19-9/16 17-1/2 1 15-3/4 10-11/16 10-11/16 - 5/81 40.5 44 CA(P,R)VP3014(C,T)A 23-11/16 14-3/16 12-7/18 17-3/16 - 19-3/4 3/4 48 50.5 CA P,R VP3017(C,T)A 23-11/16 17-1/2 15-3/4 17-3/16 - 19-3/4 3/4 50.5 53.5 CA P,R VP3614 C, A 25-7/8 14-3/16 12-7/16 17-3/16 - 19-3/4 3/4 51 54 CA(P,R)VP3617(C,T)A 25-7/8 17-1/2 15-3/4 17-3/16 - 19-3/4 3/4 54.5 57.5 CA P,R VP3621(C,T)A 25-7/8 21 19-1/4 17-3/16 - 19-3/4 3/4 58 61 CA(P,R)VP4221(C,T)A 27-9/18 21 19-1/4 19-3/4 - 19-3/4 7/8 64.5 67.5 CA P,R VP4224(C, A 27-9/16 24-1/2 22-3/4 19-3/4 - 19-3/4 7/81 69 72 CA P,R VP4817(C,T)A 33-7/8 17-1/2 15-3/4 19-3/4 - 19-3/4 7/8 78.5 81.5 CA(P,R)VP4821(C,T)A 27-9/16 21 19-1/4 19-3/4 - 19-3/4 7/8 71.5 .74.5 CA P,R VP4824(C,T)A 27-9/16 24-1/2 22-3/4 19-3/4 - 19-3/4 7/8 76.5 79 CA(P,R)VP6021(C, A 33-7/8 21 19-1/4 19-3/4 - 19-3/4 7/8 83 1 86 "-i•I CA P,R VP6024(C,T)A 33-7/8 24-1/2 22-3/4 19-3/4 - 19-3/4 7/8 87.5 90.5 3 PERFORMANCE DATA COOLING CAPACITIES (MBH) - R-22 CARP INDOOR COIL AIR SATURATED TEMPERATURE LEAVING EVAPORATOR('F) UNIT 30 36 40 46 60 SIZE CFM EWB TC SHC OF TC SHC OF TC SHC OF TC SHC OF TC SHC OF 72 29.90 14.50 0.00 27.70 13.40 0.00 25.10 12.30 0.00 22.00 10.90 0.00 18.30 9.30 0.01 450 67 25.30 15.40 0.01 22.90 1420 0.01 20.00 12.80 0.01 16.70 11.20 0.02 12.90 9.60 0.02 62 20.90 16.00 0.02 18.30 14.70 0.02 15.40 1320 0.02 12.40 11.60 0.03 1020 10.20 0.12 72 35.20 17.10 0.00 32.60 15.90 0.00 29.60 14.60 0.02 26.30 13.20 0.02 22.00 11.50 '0.03 1914 800 67 29.90 18.50 0.03 2720 1720 0.03 24.00 15.70 0.03 20.10 14.00 0.03 1 15.60 12.10 10.03 62 25.00 19.80 0.04 22.00 18.30 10.04 18.70 16.00 0.04 15.30 14.90 0.05 12.80 12.80 0.16 72 3920 1920 0.02 36.30 17.90 0.03 33.00 16.50 0.04 29.30 14.90 0.04 25.00 13.30 0.05 750 67 33.30 21.10 0.05 30.40 19.70 0.05 27.00 18.10 0.05 22.80 16.30 0.05 17.00 14.30 0.06 62 28.00 22.90 0.05 25.00 21.40 0.06 21.40 19.60 0.06 17.90 17.70 0.09 1520 15.20 021 72 39.50 19.20 0.00 36.70 17.90 0.00 33.60 16.50 0.00 29.90 14.90 0.00 25.80 13.10 0.01 600 67 33.50 1 20.70 10.01 30.70 1920 0.01 27.40 17.70 0.01 23.30 15.80 1 0.01 18.50 13.80 0.02 62 28.10 22.D0 0.02 25.00 20.40 0.02 21.50 18.60 0.02 17.80 16.70 0.03 14.60 14.60 0.11 2414 72 45.50 22.30 0.00 42.50 20.90 0.01 38.90 19.40 0.02 34.70 17.70 0.02 30.00 15.80 0.03 • 2417 800 67 38.90 24.60 0.03 35.60 23.00 0.03 31.90 21.30 0.03 27.50 19.40 0.03 22.10 1720 0.03 62 32.70 26.70 0.03 29.40 25.10 0.03 25.80 2320 0.D4 21.40 21.10 0.05 18.30 18.30 0.16 72 49.90 24.70 0.03 46.70 23.40 0.04 42.90 21.60 0.04 38.30 20.00 0.04 33.10 18.00 0.05 1000 67 1 42.80 27.80 0.05 1 39.30 2620 0.05 35.20 24.40 0.D5 30.50 1 22.40 0.05 24.90 2020 0.05 62 1 36.20 30.80 10.05 1 32.70 29.10 0.06 '28.80 2720 0.06 24.90 24.90 0.09 21.60 21.60 10.21 • 72 49.30 23.90 0.00 45.70 22.20 0.00 41.50 1 2020 0.00 36.60 18.10 0.01 1 30.60 15.60 0.01 750 67 41.80 25.50 0.02 38.0D 23.50 10.02 33.30 21.30 0.02 27.90 18.80 0.02 21.70 16.20 0.02 62 34.70 26.70 0.02 30.40 24.50 10.02 25.70 22.10 0.02 20.70 19.70 0.03 17.00 17.00 0.12 • 3014 72 57.80 28.10 0.00 53.60 2620 0.01 48.70 24.00 0.02 4320 21.70 0.03 36.70 19.10 0.03 • 3017 1000 67 49.10 30.50 0.04 44.70 28.40 0.04 39.70 26.00 0.04 33.40 23.30 0.04 26.10 2020 0.04 62 41.10 32.60 0.04 36.50 30.30 0.04 31.10 27.70 0.05 25.50 24.90 0.06 21.5D 21.50 0.17 72 64.10 31.40 10.03 59.80 29.40 0.04 5420 27.10 0.05 48.10 24.80 1 0.05 4120 1 21.90 0.06 • 1250 67 54.80 34.00 0.06 49.80 32.40 0.08 1 44.30 29.90 0.06 37.90 27.10 0.06 29.80 23.80 0.06 62 45.90 37.70 0.06 41.10 35.30 0.06 35.50 32.60 0.07 29.60 29.60 0.09 25.40 25.40 0.21 • 72 54.00 26.20 0.D0 50.10 24.40 10.00 45.60 22.40 0.01 40.50 20.20 0.02 34.30 17.60 0.02 9D0 67 45.80 28.20 0.03 41.70 26.20 1 0.03 37.00 23.90 0.03 3120 21.30 0.03 24.50 18.50 0.03 62 38.30 30.00 0.03 $3.90 27.70 0.03 28.80 2520 0.03 23.50 22.50 0.05 19.50 19.50 0.14 3814 72 62.00 30.30 0.02 57.70 28.40 0.03 52.50 2620 0.04 1 46.70 23.80 0.05 1 40.10 21.10 10.05 3617 1200 67 52.80 33.30 0.05 4820 31.10 0.06 42.90 28.70 0.06 36.70 26.00 0.06 29.00 22.80 0.06 3021 62 44.30 36.10 0.06 39.70 33.80 0.06 3420 31.10 0.07 28.50 28.20 0.09 24.30 24.30 020 72 68.10 33.60 0.06 63.40 31.70 0.07 67.90 29.40 0.07 51.40 26.80 0.08 44.20 24.00 0.08 1500 67 5820 37.60 0.08 1 5320 35.40 0.08 47.40 32.80 0.09 40.70 30.00 0.09 32.70 26.70 0.09 62 49.00 41.40 0.09 44.10 39.00 0.09 38.60 36.30 0.10 33.10 33.10 :13 28.50 28.50 025 72 65.80 31.90 0.00 60.70 29.50 0.00 54.90 26.90 0.01 48.30 24.00 0.02 41.10 21.00 0.03 1050 67 55.50 34.00 0.03 50.20 31.30 0.03 44.30 28.50 0.03 37.60 25.50 0.04 29.40 22.00 0.04 62 46.10 35.80 0.D4 40.70 32.90 0.04 34.70 29.90 0.04 28.00 26.70 0.05 23.10 23.10 0.14 4221 72 76.30 37.30 0.00 70.60 34.00 0.03 64.00 31.70 0.D4 56.30 28.50 0.05 47.70 25.00 0.06 4224 1400 67 64.70 40.40 0.06 58.70 37.50 0.06 51.70 3420 0.07 44.00 30.60 0.07 35.00 1 27.10 0.07 62 63.90 4320 1 0.07 1 47.70 40.10 0.07 41.10 36.90 0.07 3420 33.40 0.09 28.90 28.90 0.19 72 84.60 41.60 0.05 78.50 38.90 0.07 71.30 35.80 0.07 62.80 32.40 0.08 53.10 28.50 0.09 1750 67 72.00 45.90 0.09 65.40 42.80 0.09 57.80 39.40 0.09 49.00 35.60 0.09 39.00 31.70 0.10 62 60.20 49.80 0.10 53.50 46.50 0.10 46.40 43.00 0.10 39.40 39.40 0.12 34.D0 34.00 024 72 69.10 33.50 0.00 64.20 31.30 10.00 58.60 28.70 0.01 52.00 25.90 0.02 44.70 22.90 0.03 1200 67 58.60 36.10 0.03 53.50 33.60 0.03 47.60 30.70 0.03 40.90 27.70 0.04 33.00 24.30 0.04 62 49.00 38.40 0.04 43.60 35.80 0.04 37.60 32.60 0.04 30.90 29.30 0.05 25.60 1 25.60 0.13 4817 72 79.70 39.00 0.01 74.40 36.80 0.03 68.10 33.90 0.04 6D.70 30.80 0.05 52.10 27.40 0.05 4821 16D0 67 68.00 42.90 0.06 62.30 4020 0.06 55.50 37.10 0.06 47.70 33.70 0.06 38.90 30.00 0.06 4824 62 57.10 46.40 0.06 51.00 43.40 0.06 44.30 4020 0.07 37.40 36.70 1 0.06 32.00 32.00 0.18 72 87.60 43.30 0.05 81.90 40.90 0.06 75.20 38.10 0.07 6720 34.90 0.07 57.80 3120 0.08 20DO 67 75.00 48.50 0.08 68.80 45.70 10.08 61.60 42.50 0.09 53.00 38.80 0.09 43.30 34.90 0.09 62 63.20 53.40 0.09 56.80 50.30 10.09 49.70 46.80 0.10 42.80 42.80 0.13 37.40 37.40 024 72 93.30 45.30 0.00 1 86.10 41.80 1 0.00 77.90 38.00 0.00 68.00 33.90 0.01 58.40 1 29.60 0.02 1600 67 78.70 47.90 0.02 1 71.20 44.00 10.03 62.90 40.D0 0.03 53.20 35.60 0.03 41.70 30.60 0.03 62 65.30 50.10 0.03 57.70 46.00 1 0.03 48.80 41.60 0.03 39.30 36.90 0.04 32.D0 32.00 0.12 1 72 106.40 51.70 0.0D 98.30 47.90 0.00 89.00 43.70 0.02 78.40 39.10 0.03 66.70 34.30 0.04 2000 67 90.00 55.40 0.04 81.50 5120 0.05 71.90 46.80 0.05 6120 41.80 0.05 48.40 36.40 0.05 62 74.80 58.60 0.05 66.10 54.10 0.05 56.70 49.50 0.05 4620 44.30 0.06 38.40 38.40 0.16 72 117.00 57.10 0.00 108.30 53.10 0.03 98.20 48.60 0.04 86.60 43.70 0.05 73.40 38.50 0.06 24DO 1 67 9920 61.90 0.06 90.00 67.40 0.06 79.50 52.50 D.07 67.60 47.30 0.07 5420 41.70 0.07 62 82.70 W20 0.07 7320 61.40 0.07 83.00 56.40 0.07 52.30 51.00 1 0.09 1.44.10 1 44.10 10.19 See notes on page 7. 6 CFM - Cubic Ft.per Minute EWB - Entering Wet Bulb('F) LWB - Leaving Wet Bulb(°F) TC - Total Cooling Capacity 1000 Btuh BF - Bypass Factor MBH - 1000 Btuh SHC - Sensible Heat Capacities(1000 Btuh) NOTES: 1. Contact manufacturer for cooling capacities at conditions other than shown in table. 2. Formulas: Leaving db=entering db-sensible heat cap. 1.09 x CFM Leaving wb=wb corresponding to enthalpy of air leaving coil(hLwe) hLwB=hEwB- total rapacity(Btuh) 4.5 x CFM Where hEwB=enthalpy of air entering coil 3. SHC is based on 80°F db temperature of air entering the evaporator coil. • Below 80•F db,subtract(Correction Factor x CFM)from SHC. Above 80•F db,add(Correction Factor x CFM)to SHC. 4. Direct interpolation is permissible. Do not extrapolate. , 5. Fan motor heat has not been deducted. 6.All data points are based on 10°F superheat leaving coil and use of thermostatic expansion valve(1XV)device. 7. All units have sweat suction-tube connection and a liquid-tube connection.For 1-1/8-in.system suction tube,3/4 x 1-1/8-in.suction tube connection adapter is available as accessory. 8. The CAPVP and CAPVU coils can be used in any properly designed system using Puron®refrigerant. • 9. The CARVP and CARVU coils can be used in any properly designed system using R-22 refrigerant. 10. Before using maximum cfm shown in table, check coil static pressure drop to ensure system blower can provide necessary static pressure needed for coil and duct systems. 11. Bypass Factor=0 indicates no psychometric solution. Use bypass factor of next lower EWB for approximation. ENTERING AIR DRY BULB TEMPERATURE(•F) BYPASS 79 78 77 76 75 Under75 FACTOR 81 82 83 84 84 Above 85 Correction Factor 0.10 0.98 1.96 2.94 3.92 4.36 mtu 4.91 } 0.20 0.87 1.74 2.62 3.49 Use fola > 0.30 0.76 1.53 2.62 3.49 3.82 shown below Interpolation is permmsole. Correction Factor=1.09 x(1 -BF)x(db-80) 7 COIL STATIC PRESSURE DROP (IN. WC.) Puron and R-22 UNIT STANDARD CFM SIZE 400 1 hi00 I 800 1 700 1 800 1 900 I 10D0 1100 1 1200 1300 1400 1 1500 1 1600 1700 1800 1900 2000 2100 2200 Dry 1814 0.079 0.111 10.145 10.186 10232 Wet 0.083 0.118 10.151 10.196 10.243 Dry 2414 0.065 10.091 10.120 10.154 10.194 10.237 10.284 0.068 0.094 0.124 0.161 0203 0.250 0.301 Wet Dry 2417 0.056 10.076 10.097 10.123 10.151 10.182 10215 Wet 0.060 10.082 10.105 10.132 10.163 10.195 10231 Dry 3014 0.054 10.077 10.102 10.133 10.167 10206 10248 10296 10.347 Wet 0.059 10.084 10.111 10.142 10.181 10223 1 0269 10.319 10.375 Dry 3017 0.043 0.059 0.077 0.096 0.119 10.144 16.171 10201 10.232 Wet 0.046 0.063 0.083 U.10s 0.130 0.157 0.186 0219 0252 Dry 3514 0.047 10.069 10.093 10.119 10.151 10.187 1 5_2_2Zjb27_0_F0_3_1_7F0.362 10.418 Wet 0.053 10.076 10.101 10.129 10.162 10200 10241 10286 10.335 10.3488 10.447 Dry 3817 0.023 10.036 10.052 10.069 10.089 10.110 10.135 10.160 10.189 0219 0251 Wet 0.042 10.058 10.076 10.095 10.117 10.142 10.169 10.198 10.231 10265 Jo299 D 3621 0.026 0.037 0.050 0.062 0.077 0.092 0.109 0.128 0.148 0.170 10.193 Wet • 0.029 10.040 10.053 10.065 10.082 10.099 10.119 10.138 10.160 0.185 102209 Dry 4=1 0.044 10.056 10.068 10.082 10.099 10.119 10.138 1 0.161 10.183 10205 10233 Wet 0.058 0.073 0.089 0.106 0.125 0.143 10.165 10.189 10.213 1 0239 10.268 Dry 4 4224 0.039 10.049 10.060 10.072 10.085 10.099 10.114 10.130 10.146 10.164 10.182 Wet 0.054 10.066 10.079 10.092 10.103 10.125 10.142 10.161 10.182 10202 1 0222 Dry 4817 0.065 10.082 10.105 10.128 10.156 10.185 10.216 10253 10.290 10.331 10.372 10.417 10.464 Wet ; 0.066 10.084 10.106 10.130 0.159 0.188 0222 0256 10.296 10.337 10.379 10.425 10.476 Dry 4821 1 0.055 10.072 10.089 1 0.107 0.128 10.150 10.175 10.199 10228 10257 10288 10.321 0.356 Wet 0.058 10.075 10.094 10.115 10.136 10.161 10.188 10217 1 0247 0279 10.313 10.347 10.386 Dry 4824 0.044 0.056 0.069 0.084 j 0.100 0.118 10.137 10.159 10.180 10.198 1 0222 10.247 10.275 Wet 0.052 10.065 10.080 10.095 10.112 TO,131 10.150 10.171 10.193 10.214 10241 10270 10296 Dry 6021 1 0.075 10.093 10.112 10.133 10.157 16.181 10.206 10234 10264 10294 10.326 10.360 10.396 1 0.432 10.478 Wet 0.077 10.095 10.115 10.137 10.159 0.184 10.209 10.238 10.268 1 0.3D0 10.334 10.370 10.407 10.444 10.488 Dry =4 0.073 10.083 1 0.095 0.107 10.120 0.138 10.152 10.169 10.184 10.203 10217 j 0238 10.260 10.283 10.307 Wet 0.076 10.086 10.098 10.110 10.124 1 0.140 10.157 10.175 10.193 10119 10.238 10.261 10.286 10.314 10.342 EMPTY COIL CASING ACCESSORY FOR UNCASED A-COIL ACCESSORY PART NUMBER NOMINAL COIL SIZES DIMENSIONS(IN.) HEIGHT WIDTH DEPTH KCAKC2212ECC CA(P,R)VU1814, 2414,3014,3614 25-7/8 14-3/16 20-5/8 KCAKC2304ECC CA(P,R)VU2417,3017,3617,4817 33-7/8 17-1/2 20-5/8 KCAKC2404ECC CA(P,R)VU3621,4221,4821,6021 33-7/8 21 20-5/8 KCAKC2504ECC CA(P,R)VU4224,4824,6024 f 33-7/8 24-1/2 20-5/8 Copyright 2006(Srrier Cmp.•7310 W Mortis SL•todianspolis.IN 46231 Printed in USA Edition Date:U06 Catalog No: CAPV-1PD Manufacbmw reserves the right to dLeng"taq time,speel6rations and designs without notice and wifbout obligations. Rcpiaors:New 8 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE G 644-2511 ext. 230 Permit# Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street 1 Lot No. Over$1,000= (' $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. IL APPLICANT I 1 p�z-r t— - ;5-� 1 APPLICANT ADDRESS Dy- �'. G.� KSy c-r d6 oaf APPLICANT PHONE# F(�p-GS - USES C- F9'3 Ast-1�2 SOWN S�q OWNER Mo-rr,vw e{ oY N. ltr��+1S�✓ (�c 1 �1R Irv }f" OWNER ADDRESS OWNER PHONE U- G y C ESTIMATED COST$ /U UCH ►l ;� U .�, IS THIS A CONTRACT COST? es _No FEE ENCLOSED$ 1� TYPE OF JOB: �SOR�CO� ew Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BVILDING IS THIS APPLICATION ASSOCIATED H A BUILDING PERMIT APPLICATION? S ❑NO ❑IjE IDENTIAL USINESS CURRENT USE AND OCCUPANCY 0 ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION //e u/ SIZE OF MAIN DRAIN NO. OF TOILETS�_STYLE oZ j,C- NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS O NO. OF LAVATORIES oZ NO.OF CONDUCTORS N/A— SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK /Vz�✓ C�•15��xtC�v� � e✓ �^n,,7L THE UNDERSIGNED HrREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 0 3 '7 S(- 1p-� C 1— CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE i Location permit # —702L DEMOLITION PERMIT REQUIREMENTS • Hazardous material su ey: Asbestos , Lead paint • Letters/confirmation} of utility disconnect: Electricity V �,l 1� Gas (S � �/0� Water : public reuse abandon Well reuse abandlon* Sewer : public reuse abandon Drain layer permit# (if abandoned) Septic reuse abandon* *These require procedures approved by Health Department • Historic District/Commission Approval Certificate . • Demolition License �(�s �' (�(� �j• (Single family house exempted if owner is present for demolition, and assumes all liability. CGS 29-402(c) Client#:24170 HAZPRI ACORU. CERTIFICATE OF LIABILITY INSURANCE 1111410D/f1""' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION RC Knox&Company,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE One Goodwin Square HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR q ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hartford,CT 06103-4305 860 524-7600 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Westchester Surplus Lines Ins.Co. Haz Pros,Inc. INSURER B: General Star National Ins.Co. 125A Brook Street INSURER c: American Home Assurance Co. West Hartford,CT 06110 INSURER D: General Insurance Co.of America INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRINSR NSR TYPE OF INSURANCE POLICY NUMBER PATE(MMtDDIYYE PRATEOLICY MM DfY I LIMITS A GENERAL LIABILITY G22072316002 09/12/07 09/12/08 EACH OCCURRENCE $5 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEDPREMISES fE. 550 OOO CLAIMS MADE FX1 OCCUR MED EXP(Any one person) $5 000 X BI/PD Ded:5,000 PERSONAL&ADV INJURY s5,000,000 per occurrence GENERAL AGGREGATE $S 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $5000000 POLICY J OT- LOC D AUTOMOBILE LIABILITY 25CC1822171 10/15/07 10/15/08 COMBINED SINGLE LIMIT OOO ANY AUTO (Ea accident) $1 ,000 ALL OWNED AUTOS BODILY INJURY $ X SCHEDULED AUTOS (Per person) X HIREDAUTOS BODILY INJURY X NONWNEDAl1TOS (Per accident) $ -0 PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC S AUTO ONLY: AGG $ B EXCESSIUMBRELLA LIABILITY NXG402340A 09/12/07 09/12/08 EACH OCCURRENCE s4 000 000 X OCCUR CLAIMS MADE AGGREGATE s4,000,000 $ DEDUCTIBLE $ X RETENTION so $ C WORKERS COMPENSATION AND WC5312080 04/03/07 04103/08 X OR LIMITS OTH- EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $100 000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $100 000 If yes,descnbe under SPECIAL PROVISIONS below E L.DISEASE-POLICY LIMIT 1$500,000 A OTHER Contractors G22072316002 09/12/07 09/12/08 $5,000,000 Each Pollution Liab Pollution Condition $10 000 Deductible DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS RE:Demolition services for 206 Buckland Rd.,South Windsor,CT CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of South Windsor DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 'I0_ DAYS WRITTEN 1540 Sullivan Ave. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL South Windsor,CT 06074 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE R C Qorv�Pac+y ACORD 25(2001/08)1 of 2 #S399601/M397733 DSF 0 ACORD CORPORATION 1988 FROM :ocean trace FAX NO. :BG02747446 Nov. 16 2007 08:41AM P1 11/16/200t FRI 09:25 FAXNYA f�001 AL C@3 CONNemi= NATURAL GAS CORPORATION P.O.(lox 1500 Hartford,CTOGt44.1500 M p'ew East comp" 060-727.3000 11/13/2007 Occan Trace Demolition 85 Greenwood Street Watertown, CT 06749 RE: 206 Buckland St.,S.Windsor, CT To Whom It May Concern Thank you for your letter dated 10/22/2007*and notifging us of your request to cur off the gag service at the above address. Please be advised Chit CNN has no gas service them. Very trwy yours. C' Jean Rived Jr/ctr An Equal Opparcmy Employer FROM :Ocean trace FAX NO. :8602747446 Nov. 14 2007 04:11PM P3 —7:� 11/06/2007 14:23 860-233-9654 HAZ FRCS PAGE DIM uozf1i IM 125•A Brook Sow.Went H&rtfor4.CT 06110 . www-wpros com 0 W81Ctw ph:lc(860i 232-Me I Fax(860)n3-K54 /Tql Ft94(800)8214343 September 3,2007 Mr.Neil Roundsville Roundsae'Trust Re:Asbestos Abatement—206 Buckland Road,South Windsor,CT Mr.Roundsville, Hex-pros,inc.has completed the asbestos removal at the above referenced property.All asbestos containing material identified in the Mystic Air Quality,Inc.asbestos sw-vey were removed from the vacant building,removal was performed between 9/29/07& 8130/07,in acc ordanoe with all state and federal regulations.All asbestos materials were properly packaged and removed from the site.The Sate of Connecticut asbestos abeemeut notification form is attached. Please call if you have any questions. Reg®arils, Randall New FROM :Ocean trace FAX NO. :8602747446 Nov. 14 2007 04:07PM PI 83 Gmowvwd St w&wtdwn,Ct wM OCEAN TRACE Phow 860-274-744s DEMOLITION For 990,V4-744 Fm Toe Chris From Dawn Manka 860233 9854 b" November 14,2007 Pwowee Paom 12 PAGES+oDw no Me o kklw- o Par Roviow o Pkmwe Covow A Z win serA permit out asap as soon as you knave what it is THANK-YOU DAWN MANKA • FROM :Ocean trace FAX NO. :8602747446 Nov. 14 2007 04:14PM P1 1 /? ] G _ 33- ✓fir Q, :©/'200 15:1., gG@ ?�., 9E54 HA2 FF�,. PAGE 01i 94 FRge 1 011 J. Dyltn congrn ..—.__.------- From: txlan pivard irivard.bftn011@gm&I.t0m1 sent: Thureday,October 18,2007.11.49 AM To; dytanaho.V=.Com S `t:Property ar 206 Bu", nd Roal 2 have inspeeied the Lbove mentioned propmly and find is is not an historical propedy. Inspected by: Brian D.Rivard presided: South W u dsor Msto&..d:'wciery e-mail:�vp2Q71„ m Phone:960-644-8379 1011sn007 FROM :Ocean trace FAX NO. :8602747446 Nov. 14 2007 04:14PM P2 11/06/2037 14;23 6b©-233-9654 HAZ PROS t'+� r►u ua STATE01 CONNECTICU�' StateL'+seOnl DEPART'ME-NT OF PL.'BLIC HEALTH post Mark Date: ASBESTOSABATWENI.NOTIFICA710NFOr%M Check#; Amount; Transmittal# Record#: This form is to be completed, postmarked;ind filed witl-. the Connecticut D'eWe,eitt of Public Health ten (10)days prier to the start of asbestos.abatement,as required by:he Regulations of Connecticut State Agencies, Se:tion 19a•332a 3. In case of emergency notificatiois, this form is to be completed and postmarked within one (1) warking day following the start of Asbestos AbAtEment. ,The U.S. EPA may =uqz notification of abatement or demolition,&3 per 40 CFR,Hart 61,the asbestos NESHAP regulation. Faxed originals rut;not acceptnbie. Revisions may be faxed unless a fee is required. INSTRUCTIONS FOR FILL NI O IN FORM USING'WORD'; � Mail completed notification This is a form that will only accept information in the"farm fields" Do not use the to the address listed below ENTY.R button or a mouse. Use TAB to advance to t-10 next 1. TYPE OF NOTIFICATION a- NEW X a. p(,ANKEl' C. CANCEId.AT1UN/POSTP0N60 (C) (P) D. Rgv1651) (ITTAIBREVISEn) [MVISION0 F EMERQBNCY UE$CRISE NATURE OF rAIERGENCY 2. ABATEMENT cONTRACTOR: NAMEe Hag-Pros,Inc. LICENSE M 000055 ADDRESS: 125-A Brook Street srAr crry�: west Hartford e; CT zt1 Od�1Q PHONE a: (860)232--2225_ _ to,�rr:lcr srreson: Greg Griiisieider 3. FACILITY OWNI R//OPERATOR: NAM&: RoundivilleMyst ADDnEss. 206 Eluckland Rossi CITY: South Windsor STATE! CT ZIF 06074 P„ONZM: 860-930-1687 _ CONTACTMRSON: Niel Roundsville 4. NAME OF FACILITY: (MUST BE FILLED I'� . NAME: Vacant ADDRESS: 206 Bucklend Road �. CITY! South Windsor srATC; CT ZIP: 060?4 5.(A) START DATE: &129107 _ 5.(B) COMPLETION DATE: 8130/07 F0.gpR0jECTsjNV0LVrVGJ605Q FT OR hfORfi OF ASBESTOS 1F APPLICABLE 6.(A) TOTAL COST OF A13ATEM ENT- swir 8-(B) REVISED COST Phone:(840)309-73671 Fax(860)509.7378 410 Capitol Avenue,MS 5 i AIR P.O.Box 34030$ Hartford,CT 06134.0309 An Equal Opportunity Employe; FROM :Ocean trace FAX NO. :8602747446 Nov. 14 2007 04:15PM P3 11/06/2037 14:23 86C-233-9654 HAZ PROS PAGE 013/03 Asbostoe Abatement Notification Farm Page 2 7. USE OF FACILITY., A. SCMOOL(K.12) - B. ^UOLIC BUILDING G. MANUFkCTI:RINf e. OfFICF _ r.COLLEGE F. COMMERCIAL , C.CtiI;ItCI-VSYNAGOGU& „_,_ q. Rt St0EN'TIALOOFDWELLINGS I I,OT14ER ^ (SPECIFY) 9. BUILDING DATA: 2,000 i '15 SOUARE FEET w OF 71.00RS AGE: 9. ABATEMENT CLASS IF)CATION: A. RENOVATION at DEMOLITION s C:OKt)ERED DEMO IAGENCY ISSUING ORbEIv: NOTE.- A:tech pernolitiaa Order 10. ABATEMEI�IT'FLCrtINIQUJri A. FULL CONTAINMEN-t tVITNNEOAT(VC-AIR x a. ALTERNATIVE WOU PRAC-ICE (PRE-APPROVAL MQU1RrD —' Project Designer!LICENS¢It C. EXTERIOR ABATEMENT K 0. SPOT REPAIR(>25 SO Ff.TOTAL) 111. ABATEMENT METHOD: 12. TYPE OF QECONTAM[NATION SYSTEM: A. REMOVAL K A. CONTICUOUS A REMOTE B. ENCAPSULATION C. 13SCLOSURE 13. TYPE AND AMOUNT OF ASBESTOS TO BE ABATED:(REPORTED 114 SQUARE FEET).- FRIABLE MATERIAL _ NONFRIABLE MATERIAL A. SPRAYED ITROWLED ON Category I IL 60JLER INSULATION: I.: FLOORC0VMNGS/TILES: C. TANK INSULATION. .I,t ROOFINQSPECIFY•nushing 10 D. (IREECHING INSULATION: w K. GASKETS.PAChINGS: ) E. DUCT INSULATION. Category It F. CEILING TIL(?S: _ L. TRA�151Tc eo�au. C. (7rFIFR,SPECIFY: A1, OToM.SPECIFY; 14.6 PIPE INSULATION (EILk0uTffC09) /P.ne diameter) (LE/� eat Conversion Lector TOWISy Ff.� (`see NotiFConversion table) 3 60 .79 'T 47.4 Total SgaAre Feet PIPE 47A 4. WASTE DISPOSAL SITE(IF MULTIPLE SITES,LIST SEPARATELY)! NAME: _Minerva Enterprises -. ADDRESS- 9000 Minerva Road _.. LITx.5TATL.ZtP Waynesburg,OH 44689 owNF,R,OPEJkAToTt: 15. HAULERIWASTE TRANSPORTER: NAMI';: Red Technologies "„ .. ADD:LE.SS: 10 Northwood Drive — CITY.STATE.ZIP. Bloomfield.CT 06002 Nance of Intlivtdoal Completing This Form Randy Newbury PwAsion date:04108/02 �r FROM :Ocean trace FAX NO. :8602747446 Nov. 14 2007 04:15PM P4 la/30/2007 15:19 RW-233-3e54 HAZ r-R'?c; PA(E; a2/84 e&t OcWber 12,2007 Tb Whom It May Concern: This lerx is to inform you that the tole ptiono Nuipment.cables,wins and atbwhmernts bave beroct removed and/or We not auacbod to dw addresses listed blow. 206 Buckland Road South Windsor, Ct. This job wax perfotrned prier to October 121,2007 in response to a request to demollah the above addieas by: Neal Rounsevill If you have any questions.please feel free to 4:omct me. Sivaerely, PP4L'— "ro Laub +Geeeral Office Associam .w&r; Af~rh DaMkh Centrr;U 1Xvrfle/d Lan« -,Room 2C2. M•rida%(,aalrrevinur 0"50 Phorrt: (2W)420-2M7: 1 as. (203)2384*34 �� rnTa monc m� +�X FROM :Ocean trace FAX NO. :8602747446 Nov. 14 2007 04:16PM P7 OCEAN TRACE DEMOLITION 83 GREENWOOD ST WATERTOWN CT 06795 860 274-7446 860 274-7446 FAX November 7,2007 ACCORDING TO THE CT STATUE I NEED TO INFORM THE AJOINING NEIGHBORS THAT DEMOLITION WILL BE TAKEN PLACE ON THE PROPERTY NEXT TO YOU PLEASE LET THIS SERVE A NOTIFICATION THAT DEMOLITION WILL BE TAKEN PLACE AT 206 BUCKLAND ST SOUTH WINDSOR,CT Please let this serve as notice THANK-YOU, avIA DAWNMANKA .. nilru►Bnl MI asJ0:,3JJ a"S ?i:'- �n. �-icF�.�n^�c.+ 1 � •� J f�. r 1 r Ir !) 1 r If f r r \ r ru 1 f L3s n i v 1 'wo�sdsnmA5A1 i�alisgaM ano lisin uoutzm�n/ut,G�/,!��p�oj (pApinn�d a6EJ2AO;J e�uE'u1sU/oN'�lu0 fIpGJ JIlsalllOp) �- ldl3��a ` 71t/UU Q31�I.1a�� 9934tit and o a m N _ omy - ' It n c Hj 4 c _ � t roa • f1 K FROM Ocean trace FAX NO. :8602747446 Nov. 14 2007 04:17PM P9 10,30/2037 15:19 860-233-9654 HAZ PR-;3 PACs. 33/04 Cbnbmdod %Sim��..vehw hfts op"a pmv 7-ft A&00 owlm of ws p"orty,I am mgLm inp tht pwwum nt nmoval of 20 Wdoftg CT WSM A Paver CWpWyt(OW)aUd"s eervko umd m ter(e1)to allow for the deffAM40 otttw bvjMkq In MAR 14ance wnh sx sppUeabls Corn wrtlont Gmeml Stsl lum I codk yt lutox bWWMg Is vsoant. Ramval of Serv;m fbr BulWhv Damofton 171fromm 90*%AW P"TRAL7MIo NCR ArNMAL VAIT Nowam ADp11p�VYF�F3iE lOC �Ta YH P�113A�E►ttLY AE�IC)LW 70M ....�.—��,,.�+l?�'cl9N�—...-.—� WrA'r! M� ARM 000! ACCAXW*,warn 23 Mu yes» -- ��vNSt�vic� ?. w�awc�DOreess Ypwr � T 67A C[70E� wWmmR cw pRoP�om awwm j OA71 WARmho ���trN^�Ql�s' ti>>3o�avo� -CLAP WYEPtMAL V"".X DlU WrAW r Vxmd: d P1sow add a jO note.to CRS inc®w*V the dabs and to whom to di form wM mkwo t' eft Coview wm VAlh this oomAhbed serer rwnoval work order. PRWT MAW oarxaPAI6PREOP"A"+e 004ATURE tar Rep pt,� To AnNAWM PWMW Comptsls AN MftnVWtiou On Tbls Form UA Poafa1: OVSmIum Eiwry s: Mail To: CL&P Cbarft Desk Mall Tot CUP Gearing Doak C.o"AWNWt Light a POW Co. Ccnneow t L*1 a pCmw Co. P.O.9ox 2985 107 R* Wen SbW Hwtfaal,CT 06104 ZW8 9ar9n,CT 05WI FROM :Ocean trace FAX NO. :8602747446 Nov. 14 2007 04:18PM P10 OCEAN TRACE DEMOLITION 158 FALLS AVE OAKVELLE,CT 06779 860 274-5554 860 945-9381 FAX November 6,2007 0 � Town of South Windsor All demolition debris for the followingproperty p perry will be dumped at USA Murphy Rd recycling center all dump tickets will be given to the owner 206 Buckland st South Windsor,Ct -YOU, OL'dQ � rMANKA a E 03 v m FI- B CONNSCTICUT Department of Public Safety, N Division of Fire & Building Safety v DEMOLITION CONTRACTORS CERTIFICATE Z NO:1119 CLASS:A DATE ISSUED:2007/04/01 EXPIRES:2008/03/31 Certification as a Demolition Contractor is hereby granted to the person or firm named hereon Name of Desig ed Tech ical Expert Frank John Lukos SIGNED {DTE inrj C v ISSUED TO: Ocean Trace Development m I58 Falls Avenue ot°o Oakville, CT 06779 AUTHORIZED BY: �• Sr' SP-981-C x LL ro w U m V_ CONNECTICUT Department of Public Safety, Division of Fire & Building Safety DEMOLITION CONTRACTORS CERTIFICATE NO: 1644 CLASS :B y .,1 DATE _SSUED 2007/07/01 EXPIRES 2008/06/30 Certification as a Demolition Contractor is hereby granted to the person or firm named hereon Name of Designated Techn' cal Ex ert Clayton Kilbourn SIGNED (DTE) -act y � , ��7407 ISSUED TO Haz-Pros, Inc 6 Und'e(I to oweuiwxl 125-A Brook Street .uDdorlqs taU± to EXCeed 2_112, West Hartford, CT 06 0 �../-� I1 I'Ifec�, 1 nr,►x� ?r:.,{" iCJ �f�m ,1 AUTHORIZED BY: SP-981-C v FROM :Ocean trace FAX NO. :B602747446 Nov. 14 2007 04:10PM PI 83 Gmwfwood st OCEAN TRACE Vftw owt,Ct 06m Ptwe:OWZ14-7446 DEMOLITION Far.860 ZT4•Y44 Fmc Toe Chris Fromm Dawn Manka 860-233-9654 bates Novi 14,2007 Pbolm Paso& 12 PAGES+cover Re: CC.- El wit a For Rewew 13 PbMae Ca Mnt will sent permit oui asap as soon as you know whet it is THANK-YOU DAWN MANKA FROM :Ocean trace FAX NO. :8602747446 Nov. 14 2007 04:11PM P2 November 14, 2007 To whom it may concern: This letter is to confirm that Chris Stefanowitcz may sign the permit on behave of Ocean Trace Demolition for the demolition at 206 Buckland st south Windsor Signed and sworn before me this 14 day of November, 2007 1 \ w 47r*k Lukos President Notary public comm. EXP.6-30-2011 ti ` L) - o < e, -,J v W - � post-its Fax Note 7671 Date ,Z I10) pages To W From Co. CoiDept. Phone# Phone# Fax# /.t3 ' 01 J Fax# � � D hU� ✓ a o i 4 S�triJ►,r APPLICATION FOR PERMANENT SIGN PERMIT 206 Buckland Road Zoning Approval: Est. Cost: $ 0 0 o Permit Fee: $ Ref. No. 800599 Approve '2Z Final Inspections- Electric Permit Building Zoning Applicant/Business Name / t. Address Phone Location of Sign u Zone cc ,TZ TYPE of SIGN: - �)�all or❑ Free-standing ❑ New or❑ Replacement Illuminated? ❑ Yes ❑ No Proposed Sign Size(square feet) Sign Height No. of Existing signs on site Free-standing Wall Description of sign materials and lighting: U; f µ+ e u a '�� N T� ✓H o �J ATTACH DIAGRAM OF SIGN INCLUDING I have read, and stand and agree to abide by the South Windsor Zoning Regulations, Signs. / DIMENSIONS Applicant Date Property Owner Date l U 4 U Wan 134 in i i c II 0 iIa ti c va PACOWay N (V - IQUO-I ?s 68.9 Square feet J Internally illuminated dimensional letters Material:aluminum with acrylic faces Ilumination red LED Burgandy faces,burgandy returns Mounted using mechanical fasteners to building (building has 3/4"plywood at sign locations for sign mounting) Aluminum low profile raceway on building interior to house wiring and electrical components. Final electrical hook up by others. Wes- 403 � w A O C D E M������ffn�ERc- - --0 O ME:)*-,--* U -o rW)"..a._..-. V— .rm II 1 II 11 11 II II 11 II I n WR IUI ELEVATION NOT.FS.BT`$TM= I P.Iti WM 1fy Iltt) ) .O W��,p 1/OL fW•. f b)-Mf4,4f)Im IYB ,m11WM mAIN f M Yi�fnl•1 )rma ufo.fwnr fn r ♦.Ilmote•n•,P wf�n • fmaPre mu.onarw ^���� , a.uneo n•u).ul fvw I ,af R NA)mP�MY1WfN!• G v f V t M)Mf�YMId IKP) 0 0 Y mPM,IRNlO,)111!} 0 � 0 [a 11 11 _ u �>�II111fIl� _ l➢Il!I� 1 , (1 Illllll .rm I I 11 11 II U. II ) 11 11 I I 1 _.� 1 I 1 n WEST ELEVATION 4✓ � I .{ v fO THE BIURDIA U�X. 1CV04 OF ai. :GSQ this certified that this pion " &{:"offs; 1, -It tv* copies of the preposod irullaing or altsrr-..fo:w to M erected at a n(a n,/11t,"et together with amendments stated In aGi'. eel":'I nn ,W-d with plan and I agree 1 eompiv •.v.,n -'f n's3 8uifding and state Jews and such ord,•rs as s'-•ali ce ,ssued by the Bulld-ng Department duri,Y ve- jer.,•, of this application and final issuanoe of a bulldl, a permit. 'his plan Is approoe saUlect thr condnfll chat irders and ordinances regulating bulfdlog v,au t>o .omphed with. Gandrtionally Approved It"" Rled wttM Building Inspector JaJ(/�( � f/,+•/•� OCT J 6 2008 South Vvousor BUILDING DEPARTMENT CERTIFICATION OF ZONING COMPLIANCE Pre•)osed building('s), use(s) and/cr structure(s) SS ran this plan to in co-, with current Sc; a V ;or rec and spec --ns may Date i o 3 l- o� Zoning Enk) .cement Officer tovoN Sr, 7-own 01P siou� V&U&olt 2 � 1540 SULLIVAN AVENUE• SOUTH WINDSOR. CT 06074 '~OSOR-Co TELEPHONE(860) 644-2511 November 25,2005 Prescott Construction Management General Contractor Construction Management 6 Wilcox Street Suite A Simsbury,Cf 06070 Re:M&R Liquors 206 Buckland Road Temporary Certificate of Occupancy Permit#'800325 My field observation for the above mentioned building satisfies the criteria appropriate for issuance of a Temporary Certificate of Occupancy,as stipulated in Section 110.3 of the 2003 International Building Code.Please prepare an affidavit of costs for the above building prior to your request for the Certificate of Occupancy. (Architects statement of completion and final costs) The Fire Marshall,Planning/Zoning and Engineering have arrangements in place with you to resolve any outstanding issues unrelated to life safety. This letter represents a Temporary Certificate of Occupancy. aBding an ial Nov 25 08 12:30p PRESCOTT CONSTRUCTION & 860 651-3498 p.1 Prescott Construction Management General Contractor Construction Management 6 Wilcox St. Suite A Simsbury,CT 06070 (860) 6514862 Fax(860)651-3498 FAX November 25, 2008 TO: Christopher Dougan Company: Town of South Windsor FAX#: 644-3 7 81 FROM: Kevin Lazich NUMBER OF PAGES: 2 (tncluding Cover Sheet) M&R Liquors 206 Buckland Rd. Final Report of Special Inspections Nov 25 08 12:30p PRESCOTT CONSTRUCTION & 860 651-3498 p.2 TEC ENGINEERING, LLC Final Report of Special Inspections Project: M&R Liquors Location: 206 Buckland Road, South Windsor, CT Owner: Marron& Roy Rounseville IRR Trust Owner's Address: 12 Drumlin Road, West Simsbury, CT 06092 Architect of Record: Schoenhardt— Two Tunxis Road, Suite 116, Tariffiville, CT 06081 Structural Engineer of Record: Hallisev Engineering 78 Beaver Road, Wethersfield, CT 06109 To the best of my information, knowledge and belief, the Special Inspections itemized in the Statement of Special Inspections submitted for permit, have been performed and all discovered discrepancies have been reported and resolved. Interim reports submitted prior to this final report form a basis for and are to be considered an integral part of this final report. Respectfully submitted, Special Inspector ����� ;014 Anthony Papa, PE— TEC Engineering LLC (Type rint name) I OS ttt�erit tt�e+� Sign*re Date Licensed Proessiona!Seat • Final Report of Special Inspections • f -M & R Liquors Drawing Date:4-29-08 4130108 9:41 HYDRAULIC DESIGN INFORMATION SHEET Job Name: M & R Liquors Location: 218 Buckland Road South Windsor, CT Drawing Date: 4-29-08 Remote Area Number: 1 Contractor: Central Connecticut Fire Protection, inc Telephone:203-238-2122 P.O.Box 1825 1400 Old North Colony Road Meriden, CT 06450 Designer: Jeffrey Germaine Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy:OFFICES Reviewing Authorities:LOCAL SYSTEM DESIGN Code:NFPA-13 Hazard:LIGHT System Type WET Area of Sprinkler Oper. 1500 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make: VIC Area per Sprinkler 149.0 sq ftl Model: V27 Hose Allowance Inside 0 gpm I K-Factor: 5. 60 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 16 Flowing Outlets gpm Required: 416.0 psi Required: 79.9 @ CITY SERVICE WATER SUPPLY Water Flow Test Pump Data Date of Test 3-11-08 Rated Capacity 0 gpm Static Pressure 104.0 psi Rated Pressure 0.0 psi Residual Pres 74.0 psi Elevation 0 At a Flow of 1920 gpm Make: Elevation -710" Model Location: TAMARACK DRIVE Source of Information: CONN WATER CO SYSTEM VOLUME 432 Gallons Notes: 0 `A MAY - 1 2008 L 12 9 PRESCOTT CONSTRUCTION MANAGEMENT Z jEFr a AINE e ���'�i I r M & R Liquors Drawing Date:4-29-08 4130108 9:41 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 316 72.1 psi 1 4" Grvd 90 Ell Firelock 10' 120 4.026 316 0.3 1 Pipe 4" 10x21 3' 120 4.260 316 0.1 Elevation Change 310" 1.3 1 4" Grvd Shotgun Valve "90" 21' 120 4.026 316 0.6 2 4" Grvd Butterfly Valve VIC "705W" 24' 120 4.026 316 0.7 1 4" Grvd Back Flow Valve Ames "200" CHART LOSS 316 4.2 1 6" x 4" Fingd 90 Ell 14' 120 6.065 316 0.1 1 Pipe 6" DIxl8 Cl 350 100' 140 6.338 316 0.3 1 Pipe 8" DIxl8 Cl 350 250' 140 8.488 316 0.2 Fixed Flow Outside Hose Allow. 100 gpm Hydr Ref R1 Required at CITY SERVICE 416 79.9 psi Water Source101.0 psi static, 71.0 psi residual @ 1920 gpm 416 gpm 99.2 psi SAFETY PRESSURE 19.3 psi NOTE: Water Source has been adjusted to include a change of elevation of -710" flow test to point of connection Available Pressure of 99.2 psi Exceeds Required Pressure of 79.9 psi This is a safety margin of 19.3 psi or 19 % of Supply Maximum Water Velocity is 18.8 fps II M & R Liquors Drawing Date:4-29-08 4130108 9:41 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where- Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/IDA4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations M & R Liquors Drawing Date:4-29-08 4130108 9:41 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^&i) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 32.00 12.7 1S 31.33 5.60 12.7 19.9 14.9 0.13 2 32.00 13.9 2S 31.33 5 60 13.8 20.8 14 .9 0. 14 3 32.00 14.8 3S 31.33 5.60 14.7 21.5 14.9 0.14 4 32.00 15.2 4S 31.33 5. 60 15.1 21.8 14.9 0.15 5 32.00 13.3 5S 31.33 5.60 13.2 20.4 14.9 0.14 6 32.00 12.1 6S 31.33 5.60 12.0 19.4 14.9 0.13 7 32.00 10.8 7S 31.33 5.60 10.8 18.4 14.9 0.12 8 32.00 8.0 8S 31.33 5. 60 8.1 15.9 14.9 0.11 9 32.00 7.4 9S 31.33 5.60 7.5 15.3 14.9 0.10 10 32.00 24.4 lOS 31.33 5. 60 24.0 27.4 14.9 0.18 11 32.00 14. 1 11S 31.33 5.60 14.0 20.9 14.9 0.14 12 32.00 12. 6 12S 31.33 5.60 12.5 19.8 14.9 0.13 13 32.00 10.9 13S 31.33 5.60 10.9 18.5 14.9 0.12 14 32.00 8 .1 14S 31.33 5. 60 8 .2 16.0 14.9 0.11 15 32.00 7.0 15S 31.33 5. 60 7.1 14.9 14.9 0.10 16 32.00 20.2 16S 31.33 5.60 20.0 25.0 14.9 0.17 80 32.00 16.2 81 32.00 14.2 82 32.00 12.9 83 32.00 11.5 84 32.00 8 .5 85 32.00 15.8 86 32.00 14.8 87 32.00 15.0 88 32.00 13.3 89 32.00 11.5 90 32.00 8. 6 Al 32.00 17. 6 A2 32.00 18 4 A3 32.00 21.5 A4 32.00 25.9 A5 32.00 50.9 A6 20.00 62.2 A7 20.00 64. 1 A8 7.08 72.0 I M & R Liquors Drawing Date:4-29-08 4130108 9:41 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^;I) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) B1 32.00 25. 9 W 7.08 72.1 Max velocity of 18.78 occurs in the pipe from A5 TO A4 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. M & R Liquors Drawing Date:4-29-08 4130108 9:41 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 15 TO W (PRIMARY PATH) 14 90 1.049 lE 0.67 7.1 7.1 K = 5.60 15S C=120 2.00 -0.3 0.0 14.90 0.075 2. 67 0.2 7.1 Vel = 5.59 1.049 3E 15.43 7.0 7.0 EqK = 5.64 15 C=120 6.00 0.0 0.0 14.90 0.075 21.43 1.6 7.0 Vel = 5.59 16.03 1.049 10.00 8.6 8.6 90 C=120 0.00 0.0 0.0 See PATH 4 30.93 0.292 10.00 2.9 8.6 Vel = 11.60 18.49 1.380 10.00 11.5 11.5 89 C=120 0.00 0.0 0.0 See PATH 6 49.43 0.182 10.00 1.8 11.5 Vel = 10.71 19.81 1.610 10.00 13.3 13.3 88 C=120 0.00 0.0 0.0 See PATH 8 69.23 0.161 10.00 1.6 13.3 Vel = 11.02 20.95 1.610 1T 5.33 15.0 15.0 87 C=120 8.00 0.0 0.0 See PATH 12 90.18 0.262 13.33 3.5 15.0 Vel = 14.35 173.39 2.635 lE 9.34 18.4 18.4 A2 C=120 8.24 0.0 0.0 See PATH 2 263.57 0.173 17.58 3.0 18.4 Vel = 15.66 25.03 2.635 1T 5.22 21.5 21.5 A3 C=120 16.47 0.0 0.0 See PATH 15 288.60 0.205 21.70 4.4 21.5 Vel = 17.15 27.44 2. 635 2E 70.05 25.9 25.9 A4 C=120 1T 32.95 0.0 0.0 See PATH 16 316.04 0.242 103.00 24.9 25.9 Vel = 18.78 3.260 lE 42 18 50.9 50.9 A5 C=120 1T 2'9.57 5.2 0.0 316.04 0.086 71.74 6.2 50.9 Vel = 12.27 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M & R Liquors Drawing Date:4-29-08 4130108 9:41 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF licit TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 15 TO W (PRIMARY PATH) 3.260 22.02 62.2 62.2 A6 C=120 0.00 0 0 0.0 316.04 0.086 22.02 1.9 62.2 Vel = 12.27 4.260 2E 17.82 64.1 64.1 A7 C=120 2T 79.00 5 6 0.0 316.04 0.023 96.82 2.3 64.1 Vel = 7.18 4.260 4.06 72.0 72.0 A8 C=120 0.00 0.0 0.0 316.04 0.023 4.06 0 1 72.0 Vel = 7.18 W 316.04 72.1 K = 37.22 PATH 2 FROM HYDRAULIC REFERENCE 9 TO A2 15.29 1.049 lE 0.67 7.5 7.5 K = 5.60 9S C=120 2.00 -0.3 0.0 15.29 0.079 2.67 0.2 7.5 Vel = 5.73 1.049 lE 12.33 7.4 7.4 EqK = 5.63 9 C=120 2.00 0.0 0.0 15.29 0.079 14.33 1.1 7.4 Vel = 5.73 15.92 1.049 10.00 8.5 8.5 84 C=120 0.00 0.0 0.0 See PATH 3 31.21 0.296 10.00 3.0 8.5 Vel = 11.70 18.43 1.380 7.72 11.5 11.5 83 C=120 0.00 0.0 0.0 See PATH 5 49.64 0.184 7.72 1.4 11.5 Vel = 10.75 19.42 1.610 8.00 12.9 12.9 82 C=120 0.00 0.0 0.0 See PATH 7 69.07 0.160 8.00 1.3 12.9 Vel = 10.99 20.35 1.610 8.00 14.2 14.2 81 C=120 0.00 0.0 0.0 See PATH 10 89.42 0.258 8.00 2.1 14 .2 Vel = 14.23 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) I i 'h & R Liquors Drawing Date:4-29-08 4130108 9:41 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 9 TO A2 CONTINUED 21.76 2.067 1T 1. 61 16.2 16.2 80 C=120 10.00 0.0 0.0 See PATH 14 111.18 0.114 11.61 1.3 16.2 Vel = 10.73 62.21 2.635 11.09 17.6 17.6 Al C=120 0.00 0.0 0.0 See PATH 9 173.39 0.080 11.09 0.9 17.6 Vel = 10.30 A2 173.39 18.4 K = 40.37 PATH 3 FROM HYDRAULIC REFERENCE 8 TO 84 15.92 1.049 lE 0. 67 8.1 8.1 K = 5.60 8S C=120 2.00 -0.3 0.0 15.92 0.085 2. 67 0 2 8.1 Vel = 5.97 1.049 1T 0.67 8 0 8 .0 EqK = 5. 62 8 C=120 5.00 0.0 0.0 15 92 0.085 5. 67 0.5 8.0 Vel = 5.97 84 15.92 8.5 K = 5.46 PATH 4 FROM HYDRAULIC REFERENCE 14 TO 90 16.03 1.049 lE 0. 67 8.2 8.2 K = 5. 60 14S C=120 2.00 -0.3 0.0 16.03 0.086 2. 67 0.2 8.2 Vel = 6.01 1.049 1T 0.43 8.1 8. 1 EqK = 5. 62 14 C=120 5.00 0.0 0.0 16.03 0.086 5.43 0.5 8.1 Vel = 6.01 90 16.03 8. 6 K = 5.46 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M & R Liquors Drawing Date:4-29-08 4130108 9:41 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 7 TO 83 18.43 1.049 lE 0.67 10.8 10.8 K = 5.60 7S C=120 2.00 -0.3 0.0 18.43 0.112 2.67 0.3 10.8 Vel = 6.91 1.049 1T 0.67 10.8 10.8 EqK = 5.60 7 C=120 5.00 0.0 0.0 18.43 0.112 5.67 0.6 10.8 Vel = 6.91 83 18.43 11.5 K = 5.44 PATH 6 FROM HYDRAULIC REFERENCE 13 TO 89 18.49 1.049 lE 0.67 10.9 10. 9 K = 5.60 13S C=120 2.00 -0.3 0.0 18.49 0. 113 2 67 0.3 10.9 Vel = 6.93 1.049 1T 0.43 10.9 10.9 EqK = 5. 60 13 C=120 5.00 0.0 0.0 18.49 0.113 5.43 0.6 10. 9 Vel = 6.93 89 18.49 11 5 K = 5.45 PATH 7 FROM HYDRAULIC REFERENCE 6 TO 82 19.42 1.049 lE 0. 67 12.0 12.0 K = 5.60 6S C=120 2.00 -0.3 0.0 19.42 0.123 2.67 0.3 12.0 Vel = 7.28 1.049 1T 1.68 12.1 12.1 EqK = 5.59 6 C=120 5.00 0.0 0.0 19.42 0.123 6.68 0.8 12.1 Vel = 7.28 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M & R Liquors Drawing Date:4-29-08 4130108 9:41 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 82 19.42 12'.9 K = 5.41 PATH 8 FROM HYDRAULIC REFERENCE 12 TO 88 19.81 1.049 lE 0.67 12.5 12.5 K = 5. 60 12S C=120 2.00 -0.3 0.0 19.81 0.128 2. 67 0.3 12.5 Vel = 7.42 1.049 1T 1.17 12.6 12.6 EqK = 5.59 12 C=120 5.00 0 0 0.0 19.81 0.128 6.17 0.8 12.6 Vel = 7.42 88 19.81 13.3 K = 5.42 PATH 9 FROM HYDRAULIC REFERENCE 1 TO Al 19.94 1.049 lE 0.67 12.7 12.7 K = 5.60 1S C=120 2.00 -0.3 0.0 19.94 0.129 2.67 0.3 12.7 Vel = 7.47 1.049 1T 10.99 12.7 12.7 EqK = 5.59 1 C=120 5.00 0.0 0.0 19.94 0.129 15.99 2.1 12.7 Vel = 7.47 20.79 1.380 8.00 14.8 14.8 86 C=120 0.00 0.0 0.0 See PATH 11 40.72 0.128 8.00 1.0 14.8 Vel = 8.82 21.48 1.610 1T 5.25 15.8 15.8 85 C=120 8.00 0.0 0.0 See PATH 13 62.21 0.132 13.25 1.7 15.8 Vel = 9.90 Al 62.21 17.6 K = 14.84 PATH 10 FROM HYDRAULIC REFERENCE 5 TO 81 20.35 1.049 lE 0. 67 13.2 13.2 K = 5.60 5S C=120 2.00 -0.3 0.0 20.35 0.134 2. 67 0.4 13.2 Vel = 7.63 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) B & R Liquors Drawing Date:4-29-08 4130108 9:41 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 10 FROM HYDRAULIC REFERENCE 5 TO 81 CONTINUED 1.049 1T 1.68 13 3 13.3 EqK = 5.59 5 C=120 5.00 0.0 0.0 20.35 0.134 6.68 0.9 13.3 Vel = 7.63 81 20.35 14 .2 K = 5.41 PATH 11 FROM HYDRAULIC REFERENCE 2 TO 86 20.79 1.049 lE 0.67 13.8 13.8 K = 5.60 2S C=120 2.00 -0.3 0.0 20.79 0.140 2.67 0.4 13.8 Vel = 7.79 1.049 1T 1.68 13.9 13.9 EqK = 5.58 2 C=120 5.00 0.0 0.0 20.79 0.140 6.68 0.9 13.9 Vel = 7.79 86 20.79 14.8 K = 5.40 PATH 12 FROM HYDRAULIC REFERENCE 11 TO 87 20.95 1.049 lE 0. 67 14 0 14 .0 K = 5.60 11S C=120 2 00 -0 3 0.0 20.95 0.142 2 67 0.4 14.0 Vel = 7.85 1.049 1T 1.17 14.1 14. 1 EqK = 5.58 11 C=120 5.00 0.0 0.0 20.95 0.142 6.17 0.9 14.1 Vel = 7.85 87 20.95 15.0 K = 5.42 PATH 13 FROM HYDRAULIC REFERENCE 3 TO 85 21-.48 1.049 lE 0.67 14.7 14 .7 K = 5.60 3S C=120 2.00 -0.3 0.0 21.48 0.149 2.67 0.4 14.7 Vel = 8.05 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M & R Liquors Drawing Date:4-29-08 4130108 9:41 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF licit TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 13 FROM HYDRAULIC REFERENCE 3 TO 85 CONTINUED 1.049 1T 1. 68 14.8 14.8 EqK = 5.58 3 C=120 5.00 0.0 0.0 21.48 0.149 6.68 1.0 14.8 Vel = 8.05 85 21.48 15.8 K = 5.40 PATH 14 FROM HYDRAULIC REFERENCE 4 TO 80 21.76 1.049 lE 0. 67 15.1 15.1 K = 5.60 4S C=120 2.00 -0.3 0.0 21.76 0.152 2.67 0.4 15.1 Vel = 8.16 1.049 1T 1.68 15.2 15.2 EqK = 5.58 4 C=120 5.00 0.0 0.0 21.76 0.152 6. 68 1.0 15.2 Vel = 8.16 80 21.76 16.2 K = 5.40 PATH 15 FROM HYDRAULIC REFERENCE 16 TO A3 25.03 1.049 lE 0.67 20.0 20.0 K = 5.60 16S C=120 2.00 -0.3 0.0 25.03 0.197 2 67 0.5 20.0 Vel = 9.38 1.049 1T 1.50 20.2 20.2 EqK = 5.57 .16 C=120 5.00 0 0 0.0 25.03 0.197 6.50 1.3 20.2 Vel = 9.38 A3 25.03 21.5 K = 5.40 PATH 16 FROM HYDRAULIC REFERENCE 10 TO A4 27.44 1.049 lE 0.67 24.0 24.0 K = 5. 60 10S C=120 2.00 -0.3 0.0 27.44 0.234 2.67 0.6 24.0 Vel = 10.29 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i R & R Liquors Drawing Date:4-29-08 4130108 9:41 Tyco Fire Products Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 16 FROM HYDRAULIC REFERENCE 10 TO A4 CONTINUED 1.049 1T 1.50 24.4 24.4 EqK = 5.56 10 C=120 5.00 0.0 0.0 27.44 0.234 6.50 1.5 24. 4 Vel = 10.29 2.635 1T 6.78 25.9 25. 9 Bl C=120 16.47 0.0 0.0 27.44 0.003 23.25 0 1 25. 9 Vel = 1.63 A4 27.44 25.9 K = 5.39 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance M&R Liquors Static Pressure: 104.0 psi Pressure: 79.9 psi Inside: 0 gpm 218 Buckland Road Residual Pressure: 74.0 psi System Flow: 316 gpm Outside: 100 gpm South Windsor, CT Flow: 1920 gpm System+Hose: 416 gpm Remote Area: 1 Date:3-11-08 Safety Pres: 19.3 psi Loc:TAMARACK DRIVE Head Elev Pres: 45.4 psi 140 120 10 Sup ly 80 100 9pm hose 60 5.4 rs' 40 20 400 600 800 1000 1200 1400 1600 1800 200( Flow (gpm) M & R Liquors Drawing Date:4-29-08 4130108 10:21 HYDRAULIC DESIGN INFORMATION SHEET Job Name: M & R Liquors Location: 218 Buckland Road South Windsor, CT Drawing Date: 4-29-08 Remote Area Number: 2 Contractor: Central Connecticut Fire Protection, inc Telephone:203-238-2122 P.O.Box 1825 1400 Old North Colony Road Meriden, CT 06450 Designer: Jeffrey Germaine Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy:SALES AREA Reviewing Authorities:LOCAL SYSTEM DESIGN Code:NFPA-13 Hazard:ORD GP 2 System Type:WET Area of Sprinkler Oper. 1508 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0.200 1 Make: VIC Area per Sprinkler 120.0 sq ftj Model: V27 Hose Allowance Inside 0 gpm K-Factor: 5.60 Hose Allowance Outside 250 gpm Temperature Rating: 165 CALCULATION SUMMARY 18 Flowing Outlets gpm Required: 700.1 psi Required: 76.5 @ CITY SERVICE WATER SUPPLY Water Flow Test Pump Data Date of Test 3-11-08 Rated Capacity 0 gpm Static Pressure 104.0 psi Rated Pressure 0.0 psi Residual Pres 74.0 psi Elevation 0 At a Flow of 1920 gpm Make: Elevation -710" Model: Location: TAMARACK DRIVE Source of Information: CONN WATER CO SYSTEM VOLUME 432 Gallons Notes: 9O ,J G . A ny UC 12 ti _H' P M & R Liquors Drawing Date:4-29-08 4130108 10:21 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 450 64.2 psi 1 4" Grvd 90 'Ell Firelock 10' 120 4.026 450 0.6 1 Pipe 4" 10x21 3' 120 4.260 450 0.1 Elevation Change 310" 1.3 1 4" Grvd Shotgun Valve "90" 21' 120 4.026 450 1.2 2 4" Grvd Butterfly Valve VIC "705W" 24' 120 4.026 450 1.4 1 4" Grvd Back Flow Valve Ames "200" CHART LOSS 450 6.7 1 6" x 4" Fingd 90 Ell 14' 120 6.065 450 0.1 1 Pipe 6" DIx18 C1 350 100' 140 6.338 450 0.5 1 Pipe 8" DIx18 C1 350 250' 140 8.488 450 0.3 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref R1 Required at CITY SERVICE 700 76.5 psi Water Sourcel01.0 psi static, 71.0 psi residual @ 1920 gpm 700 gpm 96.3 psi SAFETY PRESSURE 19.8 psi NOTE: Water Source has been adjusted to include a change of elevation of -7'0" flow test to point of connection Available Pressure of 96.3 psi Exceeds Required Pressure of 76.5 psi This is a safety margin of 19.8 psi or 21 % of Supply Maximum Water Velocity is 19.6 fps M & R Liquors Drawing Date:4-29-08 4130108 10:21 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations M & R Liquors Drawing Date:4-29-08 4130108 10:21 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^31) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 20 20.00 26.3 20S 19.33 5.06 26.0 25.8 19.2 0.27 21 20.00 33.1 21S 19.33 5.06 32.7 28.9 19.2 0.30 22 20.00 32.0 22S 19.33 5.06 31.7 28.5 19.2 0.30 23 20.00 31.5 23S 19.33 5.06 31.2 28.2 19.2 0 29 24 20.00 23.2 24S 19.33 5.06 23.0 24.2 19.2 0.25 25 21.33 16.6 25S 19.33 5.06 16.9 20.8 19.2 0.22 26 21.58 5.60 15.7 22.2 19.2 0.23 27 20.00 23.3 27S 19.33 5.06 23.0 24.3 19.2 0.25 28 20.00 22.4 28S 19.33 5.06 22.2 23.8 19.2 0.25 29 20.00 21.6 29S 19.33 5.06 21.5 23.4 19.2 0.24 30 20.00 24.4 30S 19.33 5.06 24.2 24.9 16.0 0 31 31 20.00 27.2 31S 19.33 5.06 26.9 26.3 24.0 0.22 32 20.00 24.4 32S 19.33 5.06 24.2 24.9 24.0 0.21 34 20.00 27.2 34S 19.33 5.06 26.9 26.3 24.0 0.22 35 20.00 24.7 35S 19.33 5.06 24.4 25.0 24.0 0.21 36 20.00 22.9 36S 19.33 5.06 22.7 24.1 24.0 0.20 37 20.00 22 7 37S 19.33 5.06 22.5 24.0 24.0 0.20 38 20.00 23.5 38S 19.33 5.06 23.3 24.4 19.2 0.25 97 20.00 37.8 98 20.00 34.6 99 20.00 33.5 100 20.00 33.2 101 20.00 34 5 102 20.00 28 5 103 20.00 25.8 104 20.00 24.7 105 20.00 24.5 106 21.33 17.4 107 20.00 37.1 108 20.00 28.4 109 20.00 25.6 110 20.00 24.3 ill 20.00 23.5 112 20.00 23.4 M & R Liquors Drawing Date:4-29-08 4130106 10:21 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1i) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 113 20.00 37.5 114 20.00 27.5 115 20.00 25.5 116 20.00 24. 6 117 20.00 24.0 118 20.00 23.7 A6 20.00 50.5 A7 20.00 54.1 A8 7.08 64.0 D1 20.00 42.1 D2 20.00 42.2 D3 20.00 42. 6 D4 20.00 43.3 W 7.08 64.2 Max velocity of 19. 61 occurs in the pipe from D4 TO 113 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. 'M & R Liquors Drawing Date:4-29-08 4130108 10:21 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 26 TO W (PRIMARY PATS) 22.20 1.049 2E 1.08 15.7 15.7 K = 5. 60 26 C=120 1T 9.00 0.1 0.0 22.20 0.158 10.08 1.6 15.7 Vel = 8.32 20.80 1.049 lE 5.15 17.4 17.4 106 C=120 1T 7.00 0.6 0.0 See PATH 2 43.00 0.536 12.15 6.5 17 4 Vel = 16.12 1.682 3 06 24.5 24.5 105 C=120 0.00 0.0 0.0 43.00 0.054 3.06 0.2 24.5 Vel = 6.27 24.24 1.682 9.16 24.7 24.7 104 C=120 0.00 0.0 0.0 See PATH 7 67.25 0.123 9.16 1.1 24.7 Vel = 9.81 25.01 1. 682 12.00 25.8 25.8 103 C=120 0.00 0.0 0.0 See PATH 12 92.26 0.221 12.00 2.7 25.8 Vel = 13.45 26.26 1. 682 17.29 28.5 28.5 102 C=120 0.00 0.0 0.0 See PATH 15 118.52 0.351 17.29 6.1 28 .5 Vel = 17.28 1. 610 1T 9. 61 34.5 34.5 101 C=120 8.00 0.0 0.0 118.52 0.434 17.61 7.7 34.5 Vel = 18.86 85. 64 3.260 10.00 42.2 42.2 D2 C=120 0.00 0.0 0.0 See PATH 16 204.16 0.038 10.00 0.4 42.2 Vel = 7.92 122.71 3.260 8.00 42.6 42. 6 D3 C=120 0 00 0.0 0.0 See PATH 3 326.87 0.091 8.00 0.7 42.6 Vel = 12.69 123 21 3.260 43.39 43.3 43.3 D4 C=120 0.00 0.0 0.0 See PATH 5 450.09 0.165 43.39 7.2 43.3 Vel = 17.47 3.260 22.02 50.5 50.5 A6 C=120 0.00 0 0 0.0 450.09 0.165 22.02 3 6 50.5 Vel = 17.47 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 'M & R Liquors Drawing Date:4-29-08 4130108 10:21 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF Nicol TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 26 TO W (PRIMARY PATH) 4.260 2E 17.82 54.1 54.1 A7 C=120 2T 79.00 5.6 0.0 450.09 0.045 96.82 4.3 54.1 Vel = 10.23 4.260 4.06 64.0 64.0 A8 C=120 0.00 0.0 0.0 450.09 0.045 4.06 0.2 64 .0 Vel = 10.23 W 450.09 64.2 K = 56.16 PATH 2 FROM HYDRAULIC REFERENCE 25 TO 106 20.80 1.049 lE 2.00 16.9 16.9 K = 5.06 25S C=120 2.00 -0.9 0.0 20.80 0.140 4.00 0.6 16 9 Vel = 7.80 1.049 1T 0.83 16.6 16.6 EqK = 5.11 25 C=120 5.00 0.0 0.0 20 80 0.140 5.83 0.8 16 6 Vel = 7.80 106 20.80 17.4 K = 4.99 PATH 3 FROM HYDRAULIC REFERENCE 29 TO D3 23.44 1.049 1E 0.67 21.5 21.5 K = 5.06 29S C=120 2.00 -0.3 0 0 23.44 0.175 2.67 0.5 21.5 Vel = 8.79 1.049 1T 5.25 21.6 21. 6 EqK = 5.04 29 C=120 5.00 0.0 0 0 23.44 0.175 10.25 1.8 21. 6 Vel = 8.79 1. 682 5.82 23.4 23 4 112 C=120 0.00 0.0 0 0 23.44 0.018 5.82 0.1 23.4 Vel = 3.42 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 'M & R Liquors Drawing Date:4-29-08 4130108 10:21 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 29 TO D3 CONTINUED 23.82 1.682 12.44 23.5 23.5 111 C=120 0.00 0.0 0.0 See PATH 4 47.26 0.064 12.44 0.8 23.5 Vel = 6.89 24.29 1.682 9.00 24.3 24.3 110 C=120 0.00 0.0 0.0 See PATH 8 71.56 0.138 9.00 1.2 24.3 Vel = 10.43 24.90 1.682 12.00 25.6 25.6 109 C=120 0.00 0.0 0.0 See PATH 11 96.46 0.240 12.00 2.9 25.6 Vel = 14.06 26.26 1.682 23.21 28.4 28.4 108 C=120 0.00 0.0 0.0 See PATH 14 122.71 0.374 23.21 8.7 28.4 Vel = 17.89 1. 610 1T 3.69 37.1 37.1 107 C=120 8.00 0.0 0 0 122.71 0.463 11. 69 5.4 37.1 Vel = 19.53 D3 122.71 42.6 K = 18.81 PATH 4 FROM HYDRAULIC REFERENCE 28 TO 111 23.82 1.049 lE 0. 67 22.2 22.2 K = 5.06 28S C=120 2.00 -0.3 0.0 23.82 0.180 2.67 0.5 22.2 Vel = 8.93 1.049 1T 1.54 22.4 22.4 EqK = 5.04 28 C=120 5.00 0.0 0.0 23.82 0.180 6.54 1.2 22.4 Vel = 8.93 ill 23.82 23.5 K = 4.91 PATH 5 FROM HYDRAULIC REFERENCE 37 TO D4 24.00 1.049 lE 0. 67 22.5 22.5 K = 5.06 37S C=120 2.00 -0.3 0.0 24.00 0.182 2.67 0.5 22.5 Vel = 9.00 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 'M & R Liquors Drawing Date:4-29-08 4130108 10:21 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 37 TO D4 CONTINUED 1.049 1T 0.75 22.7 22.7 EqK = 5 04 37 C=120 5.00 0.0 0.0 24.00 0.182 5.75 1.0 22.7 Vel = 9.00 1. 682 12.00 23.7 23.7 118 C=120 0.00 0.0 0.0 24.00 0.018 12.00 0.2 23.7 Vel = 3.50 24.11 1.682 8.98 24.0 24.0 117 C=120 0.00 0.0 0.0 See PATH 6 48.11 0.066 8.98 0.6 24.0 Vel = 7.01 24.41 1.682 7.00 24.6 24.6 116 C=120 0.00 0.0 0.0 See PATH 9 72.52 0.141 7.00 1.0 24.6 Vel = 10.57 24.88 1.682 8.00 25.5 25.5 115 C=120 0 00 0.0 0.0 See PATH 10 97.40 0.244 8.00 2.0 25.5 Vel = 14.20 25 82 1.682 26.50 27 5 27.5 114 C=120 0.00 0.0 0.0 See PATH 13 123.21 0.377 26.50 10.0 27.5 Vel = 17.97 1.610 1T 4 40 37 5 37.5 113 C=120 8.00 0.0 0.0 123.21 0.467 12.40 5.8 37.5 Vel = 19.61 D4 123.21 43.3 K = 18.73 PATH 6 FROM HYDRAULIC REFERENCE 36 TO 117 24.11 1.049 lE 0.67 22.7 22.7 K = 5.06 36S C=120 2.00 -0.3 0.0 24.11 0.184 2.67 0 5 22.7 Vel = 9.04 1.049 1T 0.75 22.9 22.9 EqK = 5.04 36 C=120 5.00 0.0 0.0 24.11 0.184 5.75 1 1 22.9 Vel = 9.04 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) N1 & R Liquors Drawing Date:4-29-08 4130108 10:21 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 117 24.11 24.0 K = 4.93 PATH 7 FROM HYDRAULIC REFERENCE 24 TO 104 24.24 1.049 lE 0. 67 23.0 23.0 K = 5.06 24S C=120 2.00 -0.3 0.0 24.24 0.186 2.67 0.5 23.0 Vel = 9.09 1.049 1T 3.13 23.2 23.2 EqK = 5.04 24 C=120 5.00 0 0 0.0 24.24 0.186 8.13 1 5 23.2 Vel = 9.09 104 24.24 24.7 K = 4.88 PATH 8 FROM HYDRAULIC REFERENCE 27 TO 110 24.29 1.049 lE 0.67 23.0 23.0 K = 5.06 27S C=120 2.00 -0.3 0.0 24.29 0.186 2.67 0.5 23.0 Vel = 9.11 1.049 1T 0.75 23.3 23.3 EqK = 5.04 27 C=120 5.00 0.0 0.0 24.29 0.186 5.75 1.1 23.3 Vel = 9.11 110 24.29 24.3 K = 4.93 PATH 9 FROM HYDRAULIC REFERENCE 38 TO 116 24.41 1.049 lE 0.67 23.3 23.3 K = 5.06 38S C=120 2.00 -0.3 0.0 24.41 0.188 2.67 0.5 23.3 Vel = 9.15 1.049 1T 0.75 23.5 23.5 EqK = 5.04 38 C=120 5.00 0.0 0.0 24.41 0.188 5.75 1.1 23.5 Vel = 9.15 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M & R Liquors Drawing Date:4-29-08 4130108 10:21 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 116 24.41 24.6 K = 4.92 PATH 10 FROM HYDRAULIC REFERENCE 30 TO 115 24.88 1.049 1E 0.67 24.2 24.2 K = 5.06 30S C=120 2.00 -0.3 0.0 24.88 0.195 2.67 0 5 24.2 Vel = 9.33 1.049 1T 0.83 24.4 24.4 EqK = 5.04 30 C=120 5.00 0.0 0.0 24.88 0.195 5.83 1.1 24.4 Vel = 9.33 115 24.88 25.5 K = 4.92 PATH 11 FROM HYDRAULIC REFERENCE 32 TO 109 24.90 1.049 1E 0.67 24.2 24.2 K = 5.06 32S C=120 2.00 -0.3 0.0 24.90 0.195 2.67 0.5 24.2 Vel = 9.33 1.049 1T 0.75 24.4 24.4 EqK = 5.04 32 C=120 5.00 0.0 0.0 24.90 0.195 5.75 1.1 24.4 Vel = 9.33 109 24.90 25. 6 K = 4.92 PATH 12 FROM HYDRAULIC REFERENCE 35 TO 103 25.01 1.049 lE 0.67 24.4 24.4 K = 5.06 35S C=120 2.00 -0.3 0.0 25.01 0.197 2.67 0.5 24.4 Vel = 9.38 1.049 1T 0.75 24.7 24.7 EqK = 5.04 35 C=120 5.00 0.0 0.0 25.01 0.197 5.75 1.1 24 .7 Vel = 9.38 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M & R Liquors Drawing Date:4-29-08 4130108 10:21 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 103 25.01 25.8 K = 4.92 PATH 13 FROM HYDRAULIC REFERENCE 20 TO 114 25.82 1.049 lE 0.67 26.0 26.0 K = 5.06 20S C=120 2.00 -0.3 0.0 25.82 0.209 2.67 0.6 26.0 Vel = 9.68 1 049 1T 0.75 26.3 26.3 EqK = 5.03 20 C=120 5.00 0 0 0 0 25.82 0.209 5.75 1.2 26.3 Vel = 9.68 114 25.82 27.5 K = 4.92 PATH 14 FROM HYDRAULIC REFERENCE 31 TO 108 26 26 1.049 lE 0.67 26.9 26.9 K = 5.06 31S C=120 2.00 -0.3 0.0 26.26 0.215 2 67 0.6 26.9 Vel = 9.84 1.049 1T 0.75 27.2 27.2 EqK = 5.03 31 C=120 5.00 0.0 0.0 26.26 0.215 5.75 1.2 27.2 Vel = 9.84 108 26.26 28.4 K = 4.92 PATH 15 FROM HYDRAULIC REFERENCE 34 TO 102 26.26 1.049 lE 0.67 26.9 26.9 K = 5.06 34S C=120 2.00 -0.3 0.0 26.26 0.215 2.67 0.6 26.9 Vel = 9.84 1.049 1T 0.75 27.2 27.2 EqK = 5.03 34 C=120 5.00 0.0 0.0 26.26 0.215 5.75 1.2 27.2 Vel = 9.84 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M & R Liquors Drawing Date:4-29-08 4130108 10:21 Tyco Fire Products Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 102 26.26 28.5 K = 4.92 PATH 16 FROM HYDRAULIC REFERENCE 23 TO D2 28.24 1.049 lE 0.67 31.2 31.2 K = 5.06 23S C=120 2.00 -0.3 0.0 28.24 0.246 2.67 0.7 31.2 Vel = 10.59 1.049 1T 1 64 31.5 31.5 EqK = 5.03 23 C=120 5.00 0.0 0.0 28.24 0.246 6.64 1.6 31.5 Vel = 10.59 1. 682 12.87 33.2 33.2 100 C=120 0.00 0.0 0.0 28.24 0.025 12.87 0.3 33.2 Vel = 4.12 28.47 1. 682 12.00 33.5 33.5 99 C=120 0.00 0.0 0.0 See PATH 17 56.72 0.090 12.00 1.1 33.5 Vel = 8.27 28.93 1.682 16. 63 34. 6 34.6 98 C=120 0.00 0.0 0.0 See PATH 18 85. 64 0.192 16.63 3.2 34.6 Vel = 12.49 1.610 1T 10.28 37.8 37.8 97 C=120 8.00 0.0 0.0 85. 64 0.238 18.28 4.4 37.8 Vel = 13.63 3.260 8.00 42.1 42.1 D1 C=120 0.00 0.0 0.0 85.64 0.008 8.00 0.1 42.1 Vel = 3.32 D2 85.64 42.2 K = 13.19 PATH 17 FROM HYDRAULIC REFERENCE 22 TO 99 28.47 1.049 lE 0.67 31.7 31.7 K = 5.06 22S C=120 2.00 -0.3 0.0 28.47 0.250 2.67 0.7 31.7. Vel = 10. 67 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M & R Liquors Drawing Date:4-29-08 4130108 10:21 Tyco Fire Products Page 14 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 17 FROM HYDRAULIC REFERENCE 22 TO 99 CONTINUED 1.049 1T 0.75 32.0 32.0 EqK = 5.03 22 C=120 5.00 0 0 0.0 28.47 0.250 5.75 1.4 32.0 Vel = 10.67 99 28.47 33.5 K = 4.92 PATH 18 FROM HYDRAULIC REFERENCE 21 TO 98 28.93 1.049 lE 0.67 32.7 32.7 K = 5.06 21S C=120 2.00 -0 3 0 0 28.93 0.258 2.67 0.7 32.7 Vel = 10.84 1.049 1T 0.75 33.1 33.1 EqK = 5.03 21 C=120 5.00 0.0 0.0 28.93 0.258 5 75 1.5 33.1 Vel = 10.84 98 28 93 34. 6 K = 4. 92 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance M&R Liquors Static Pressure: 104,0 psi Pressure: 76.5 psi Inside: 0 gpm 218 Buckland Road Residual Pressure: 74.0 psi $ystem Flow: 450 gpm Outside: 250 gpm South Windsor, CT Flow. 1920 gpm System+Hose: 700 gpm Remote Area:2 Date: 3-11-08 Safety Pres: 19.8 psi Loc: TAMARACK DRIVE Head Elev Pres: 64.2 psi 140 120 10 S,UP2ly 80 250 9 pm hose 64.2 psi 60 40 20 400. 600 800 1000 1200 1400 1600 1800 2000 Flow (anml M & R Liquors Drawing Date:4-29-08 4130108 9:42 HYDRAULIC DESIGN INFORMATION SHEET Job Name: M & R Liquors Location: 218 Buckland Road South Windsor, CT Drawing Date: 4-29-08 Remote Area Number: 3 Contractor: Central Connecticut Fire Protection, inc Telephone:203-238-2122 P.O.Box 1825 1400 Old North Colony Road Meriden, CT 06450 Designer: Jeffrey Germaine Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy:BASEMENT Reviewing. Authorities:LOCAL SYSTEM DESIGN Code:NFPA-13 Hazard:ORD GP 1 System Type:WET Area of Sprinkler Oper. 1540 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.150 1 Make: VIC Area per Sprinkler 126.0 sq ftl Model: V27 Hose Allowance Inside 0 gpm 1 K-Factor: 5. 60 Hose Allowance Outside 250 gpm I Temperature Rating: 155 CALCULATION SUMMARY 14 Flowing Outlets gpm Required: 513.8 psi Required: 51.9 @ CITY SERVICE WATER SUPPLY Water Flow Test 1 Pump Data 1 Date of Test 3-11-08 1 Rated Capacity 0 gpm 1 Static Pressure 104.0 psi 1 Rated Pressure 0.0 psi I Residual Pres 74.0 psi ( Elevation 0 1 At a Flow of 1920 gpm 1 Make: 1 Elevation -710" 1 Model: 1 Location: TAMARACK DRIVE Source of Information: CONN WATER CO SYSTEM VOLUME 432 Gallons Notes: t 9< OG UC.NO 0001 0 P AINE M & R Liquors Drawing Date:4-29-08 4130108 9:42 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 264 45.4 psi 1 4" Grvd 90 Ell Firelock 10' 120 4.026 264 0.2 1 Pipe 4" 10x21 3' 120 4.260 264 0.1 Elevation Change 310" 1.3 1 4" Grvd Shotgun Valve "90" 21' 120 4 .026 264 0.5 2 4" Grvd Butterfly Valve VIC 11705W" 24 ' 120 4.026 264 0.5 1 4" Grvd Back Flow Valve Ames "200" CHART LOSS 264 3. 6 1 6" x 4" Fingd 90 Ell 14 ' 120 6.065 264 0.0 1 Pipe 6" DIx18 Cl 350 100' 140 6.338 264 0.2 1 Pipe 8" DIx18 Cl 350 250' 140 8.488 264 0.1 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref R1 Required at CITY SERVICE 514 51.9 psi Water Sourcel01.0 psi static, 71.0 psi residual @ 1920 gpm 514 gpm 98.3 psi SAFETY PRESSURE 46.4 psi NOTE: Water Source has been adjusted to include a change of elevation of -710" flow test to point of connection Available Pressure of 98.3 psi Exceeds Required Pressure of 51.9 psi This is a safety margin of 46.4 psi or 47 % of Supply Maximum Water Velocity is 16.2 fps M & R Liquors Drawing Date:4-29-08 4130108 9:42 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / IDA4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations -M & R Liquors Drawing Date:4-29-08 4130108 9:42 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^3,i) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 60 7.58 5.60 13.2 20.3 17.7 0.17 61 7.58 5.60 11.2 18.7 17.7 0.16 62 7.58 5. 60 10.2 17.9 17.7 0.15 63 7.58 5. 60 10.0 17.7 17.7 0.15 64 7.58 5. 60 13.0 20.2 17.7 0.17 65 7.58 5.60 11.1 18.7 17.7 0.16 66 7.58 5. 60 10.2 17.9 17.7 0.15 67 7.58 5.60 10.0 17.7 17.7 0.15 68 7.58 5.60 10.5 18 .2 14.8 0.19 69 7.58 5.60 10.3 17.9 14.8 0.19 70 7.58 5.60 12.4 19.7 18.9 0.16 71 7.58 5.60 13.1 20.3 18.9 0.16 72 7.58 5. 60 12.0 19.4 18.9 0.15 73 7.58 5.60 11.7 19.1 18.9 0.15 91 7.58 13.4 92 7.58 11.3 93 7.58 13.6 94 7.58 11.0 95 7.58 11.3 96 7.58 12.8 AS 7.08 45.3 Cl 7.08 16.2 C2 7.08 16.4 C3 7.08 17.0 C4 7.08 18.1 C5 7.08 45.3 W 7.08 45.4 Max velocity of 16.18 occurs in the pipe from C2 TO 93 'M & R Liquors Drawing Date:4-29-08 4130108 9:42 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 63 TO W (PRIMARY PATH) 17.70 1.442 11.42 10.0 10.0 K = 5. 60 63 C=120 0.00 0.0 0.0 17.70 0.022 11.42 0.3 10.0 Vel = 3.51 17.92 1.442 9.09 10.2 10.2 K = 5.60 62 C=120 0.00 0.0 0.0 35.62 0.080 9.09 0.7 10.2 Vel = 7.07 1.380 2.33 11.0 11.0 94 C=120 0.00 0.0 0.0 35.62 0.100 2.33 0.2 11.0 Vel = 7.72 18.75 1.380 1T 4.97 11 2 11.2 K = 5. 60 61 C=120 6.00 0.0 0.0 54.37 0.218 10.97 2.4 11.2 Vel = 11.78 20.34 1.380 1T 0.50 13.6 13.6 93 C=120 6 00 0.2 0.0 See PATH 6 74.71 0.392 6.50 2.5 13.6 Vel = 16.18 74.47 2.635 10.37 16.4 16.4 C2 C=120 0.00 0.0 0.0 See PATH 2 149.18 0.060 10.37 0.6 16.4 Vel = 8.86 55.86 2.635 10.50 17.0 17.0 C3 C=120 0.00 0.0 0.0 See PATH 3 205.04 0.109 10.50 1.1 17.0 Vel = 12.18 58.76 2.635 2E 124.09 18.1 18.1 C4 C=120 1T 32.95 0.0 0.0 See PATH 4 263.80 0.173 157.04 27.2 18.1 Vel = 15. 67 4.260 0.33 45.3 45.3 C5 C=120 0.00 0.0 0.0 263.80 0.017 0 33 0.0 45.3 Vel = 6.00 4.260 4.06 45.3 45.3 A8 C=120 0.00 0.0 0.0 263.80 0.017 4.06 0.1 45.3 Vel = 6.00 W 263.80 45.4 K = 39.15 PATH 2 FROM HYDRAULIC REFERENCE 67 TO C2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M & R Liquors Drawing Date:4-29-08 4130108 9:42 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 67 TO C2 CONTINUED 17.72 1.442 8.00 10.0 10.0 K = 5. 60 67 C=120 0.00 0.0 0.0 17.72 0.022 8.00 0.2 10.0 Vel = 3.51 17.87 1.442 11.42 10.2 10.2 K = 5. 60 66 C=120 0.00 0.0 0.0 35.59 0.080 11.42 0.9 10.2 Vel = 7.06 18.66 1.442 1.08 11.1 11.1 K = 5. 60 65 C=120 0.00 0.0 0 0 54.25 0.175 1.08 0.2 11.1 Vel = 10.76 1.380 1T 3.89 11.3 11.3 92 C=120 6.00 0.0 0.0 54.25 0.217 9.89 2.1 11.3 Vel = 11.75 20.22 1.380 1T 0.50 13.4 13.4 91 C=120 6.00 0.2 0.0 See PATH 5 74.47 0.390 6.50 2.5 13.4 Vel = 16.13 2.635 10 23 16.2 16.2 Cl C=120 0 00 0.0 0.0 74.47 0.017 10.23 0.2 16.2 Vel = 4.42 C2 74.47 16.4 K = 18.41 PATH 3 FROM HYDRAULIC REFERENCE 69 TO C3 17.95 1.442 11.87 10.3 10.3 K = 5. 60 69 C=120 0.00 0.0 0.0 17.95 0.023 11.87 0.3 10.3 Vel = 3.56 18.18 1.442 8.63 10.5 10 5 K = 5.60 68 C=120 0.00 0.0 0.0 36.13 0.083 8.63 0.7 10.5 Vel = 7.17 1.380 2E 5.35 11.3 11.3 95 C=120 6.00 0.0 0.0 36.13 0.102 11.35 1.2 11.3 Vel = 7. 83 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 'M & R Liquors Drawing Date:4-29-08 4130106 9:42 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 69 TO C3 CONTINUED 19.73 1.380 2T 7.03 12.4 12.4 K = 5 60 70 C=120 12.00 0.2 0.0 55.86 0.229 19.03 4.4 12.4 Vel = 12.10 C3 55.86 17.0 K = 13.55 PATH 4 FROM HYDRAULIC REFERENCE 73 TO C4 19.11 1.442 11.87 11.7 11.7 K = 5.60 73 C=120 0.00 0.0 0.0 19.11 0.025 11.87 0.3 11.7 Vel = 3.79 19.36 1.442 8.62 12.0 12.0 K = 5.60 72 C=120 0.00 0.0 0.0 38.48 0.093 8 62 0.8 12.0 Vel = 7. 63 1.380 3.25 12.8 12.8 96 C=120 0.00 0.0 0.0 38.48 0.115 3.25 0.4 12.8 Vel = 8.33 20.29 1.380 2T 7.03 13.1 13.1 K = 5. 60 71 C=120 12.00 0.2 0.0 58.76 0.251 19.03 4.8 13.1 Vel = 12.73 C4 58.76 18.1 K = 13.80 PATH 5 FROM HYDRAULIC REFERENCE 64 TO 91 20.22 1.380 1T 5.34 13.0 13.0 K = 5.60 64 C=120 6.00 0.0 0.0 20.22 0.035 11.34 0.4 13.0 Vel = 4.38 91 20.22 13.4 K = 5.52 PATH 6 FROM HYDRAULIC REFERENCE 60 TO 93 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 7�1 & R Liquors Drawing Date:4-29-08 4130108 9:42 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 60 TO 93 CONTINUED 20.34 1.380 1T 5.34 13.2 13.2 K = 5. 60 60 C=120 6.00 0.0 0.0 20.34 0.035 11.34 0.4 13.2 Vel = 4.41 93 20.34 13.6 K = 5.52 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance M&R Liquors Static Pressure: 104.0 psi Pressure: 51.9 psi Inside: 0 gpm 218 Buckland Road Residual Pressure: 74.0 psi System Flow: 264 gpm Outside: 250 gpm South Windsor, CT Flow: 1920 gpm System+Hose: 514 gpm Remote Area: 3 Date: 3-11-08 Safety Pres: 46.4 psi Loc: TAMARACK DRIVE Head Elev Pres: 0.0 psi 140 120 10 Sup ly 80 60 250 gpm hose 40 20 400 600 800 1000 1200 1400 1600 1800 200( .M & R Liquors Drawing Date:4-29-08 4130108 9:41 HYDRAULIC DESIGN INFORMATION SHEET Job Name: M & R Liquors Location: 218 Buckland Road South Windsor, CT Drawing Date: 4-29-08 Remote Area Number 1 Contractor: Central Connecticut Fire Protection, inc Telephone:203-238-2122 P.O.Box 1825 1400 Old North Colony Road Meriden, CT 06450 Designer: Jeffrey Germaine Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy:OFFICES Reviewing Authorities:LOCAL SYSTEM DESIGN Code:NFPA-13 Hazard:LIGHT System Type:WET Area of Sprinkler Oper. 1500 sq ftj Sprinkler or Nozzle Density (gpm/sq .ft) 0.100 1 Make: VIC Area per Sprinkler 149.0 sq ftj Model: V27 Hose Allowance Inside 0 gpm I K-Factor: 5 60 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 16 Flowing Outlets gpm Required: 416.0 psi Required: 79.9 @ CITY SERVICE WATER SUPPLY Water Flow Test Pump Data Date of Test 3-11-08 1 Rated Capacity 0 gpm Static Pressure 104.0 psi I Rated Pressure 0.0 psi Residual Pres 74.0 psi Elevation 0 At a Flow of 1920 gpm Make: Elevation -710" Model: Location: TAMARACK DRIVE Source of Information: CONN WATER CO SYSTEM VOLUME 432 Gallons Notes: •:, ,- � CCfl1111 � ), MAY - 1 2008 sy PRESCOTT CONSTRUCTION l 12 PJIANAGEMENT �y dEFr P AINE r M & R Liquors Drawing Date:4-29-08 4130108 9:41 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 316 72 1 psi 1 4" Grvd 90 Ell Firelock 10' 120 4.026 316 0.3 1 Pipe 4" 10x21 3' 120 4.260 316 0.1 Elevation Change 310" 1.3 1 4" Grvd Shotgun Valve "90" 21' 120 4.026 316 0. 6 2 4" Grvd Butterfly Valve VIC "705W" 24 ' 120 4.026 316 0.7 1 4" Grvd Back Flow Valve Ames "200" CHART LOSS 316 4.2 1 6" x 4" Fingd 90 Ell 14 ' 120 6.065 316 0.1 1 Pipe 6" DIx18 Cl 350 100' 140 6.338 316 0.3 1 Pipe 8" DIx18 Cl 350 250' 140 8.488 316 0.2 Fixed Flow Outside Hose Allow. 100 gpm Hydr Ref R1 Required at CITY SERVICE 416 79.9 psi Water Source101.0 psi static, 71.0 psi residual @ 1920 gpm 416 gpm 99.2 psi SAFETY PRESSURE 19.3 psi NOTE: Water Source has been adjusted to include a change of elevation of -7'0" flow test to point of connection Available Pressure of 99.2 psi Exceeds Required Pressure of 79.9 psi This is a safety margin of 19.3 psi or 19 % of Supply Maximum Water Velocity is 18.8 fps M & R Liquors Drawing Date:4-29-08 4130108 9:41 Page 3 FITTING NAME TABLE ABBREV NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations I 1 M & R Liquors Drawing Date:4-29-08 4130108 9:41 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ FT) 1 32.00 12.7 1S 31.33 5. 60 12.7 19.9 14.9 0.13 2 32.00 13.9 2S 31.33 5.60 13.8 20.8 14.9 0.14 3 32.00 14.8 3S 31.33 5.60 14.7 21.5 14 .9 0.14 4 32.00 15.2 4S 31.33 5.60 15.1 21.8 14.9 0.15 5 32.00 13.3 5S 31.33 5. 60 13.2 20.4 14.9 0. 14 6 32.00 12.1 6S 31.33 5. 60 12.0 19.4 14.9 0 13 7 32.00 10.8 7S 31.33 5.60 10.8 18 .4 14.9 0.12 8 32.00 8.0 8S 31.33 5 60 8.1 15.9 14.9 0.11 9 32.00 7.4 9S 31.33 5.60 7.5 15.3 14.9 0.10 10 32.00 24.4 lOS 31.33 5.60 24.0 27.4 14.9 0.18 11 32.00 14.1 11S 31.33 5.60 14.0 20.9 14.9 0 14 12 32.00 12.6 12S 31.33 5. 60 12.5 19.8 14.9 0.13 13 32.00 10.9 13S 31.33 5.60 10.9 18.5 14.9 0.12 14 32.00 8.1 14S 31.33 5. 60 8.2 16.0 14. 9 0.11 15 32.00 7.0 15S 31.33 5.60 7.1 14.9 14.9 0.10 16 32.00 20.2 16S 31.33 5.60 20 0 25.0 14.9 0.17 80 32.00 16.2 81 32.00 14.2 82 32.00 12.9 83 32.00 11.5 84 32.00 8.5 85 32.00 15.8 86 32.00 14.8 87 32.00 15.0 88 32.00 13.3 89 32.00 11.5 90 32.00 8.6 Al 32.00 17.6 A2 32.00 18.4 A3 32.00 21.5 A4 32.00 25.9 A5 32.00 50.9 A6 20.00 62.2 A7 20.00 64.1 A8 7.08 72.0 M & R Liquors Drawing Date:4-29-08 4130108 9:41 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^3,1) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) B1 32.00 25.9 W 7.08 72.1 Max velocity of 18.78 occurs in the pipe from A5 TO A4 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. M & R Liquors Drawing Date:4-29-08 4130108 9:41 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 15 TO W (PRIMARY PATH) 14 90 1.049 1E 0.67 7.1 7.1 K = 5. 60 15S C=120 2.00 -0.3 0.0 14.90 0.075 2.67 0.2 7.1 Vel = 5.59 1.049 3E 15.43 7.0 7.0 EqK = 5 64 15 C=120 6.00 0.0 0.0 14.90 0.075 21.43 1.6 7.0 Vel = 5.59 16 03 1.049 10.00 8. 6 8.6 90 C=120 0.00 0.0 0.0 See PATH 4 30.93 0.292 10.00 2.9 8.6 Vel = 11.60 18.49 1.380 10.00 11 5 11.5 89 C=120 0.00 0.0 0.0 See PATH 6 49.43 0.182 10.00 1.8 11.5 Vel = 10.71 19.81 1.610 10.00 13.3 13.3 88 C=120 0.00 0.0 0.0 See PATH 8 69.23 0.161 10.00 1.6 13.3 Vel = 11.02 20 95 1.610 1T 5.33 15.0 15.0 87 C=120 8.00 0.0 0.0 See PATH 12 90.18 0.262 13.33 3.5 15.0 Vel = 14.35 173.39 2.635 lE 9.34 18 .4 18.4 A2 C=120 8.24 0.0 0.0 See PATH 2 263.57 0.173 17.58 3.0 18.4 Vel = 15.66 25.03 2. 635 1T 5.22 21.5 21.5 A3 C=120 16.47 0.0 0.0 See PATH 15 288.60 0.205 21.70 4.4 21.5 Vel = 17.15 27.44 2.635 2E 70.05 25.9 25.9 A4 C=120 1T 32.95 0.0 0.0 See PATH 16 316.04 0.242 103.00 24.9 25.9 Vel = 18.78 3.260 1E 42.18 50.9 50.9 A5 C=120 1T 2'9.57 5.2 0.0 316.04 0.086 71.74 6.2 50.9 Vel = 12.27 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M & R Liquors Drawing Date:4-29-08 4130108 9:41 Tyco Fire Products Page 7 HYD Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 15 TO W (PRIMARY PATH) 3.260 22.02 62.2 62.2 A6 C=120 0.00 0.0 0.0 316.04 0.086 22.02 1.9 62.2 Vel = 12.27 4.260 2E 17.82 64.1 64.1 A7 C=120 2T 79.00 5. 6 0.0 316.04 0.023 96.82 2.3 64.1 Vel = 7.18 4.260 4.06 72.0 72.0 A8 C=120 0.00 0.0 0.0 316.04 0.023 4.06 0.1 72.0 Vel = 7.18 W 316.04 72.1 K = 37.22 PATH 2 FROM HYDRAULIC REFERENCE 9 TO A2 15.29 1.049 lE 0.67 7.5 7.5 K = 5.60 9S C=120 2.00 -0.3 0.0 15.29 0.079 2.67 0 2 7.5 Vel = 5.73 1.049 lE 12.33 7.4 7.4 EqK = 5.63 9 C=120 2.00 0.0 0.0 15.29 0.079 14.33 1.1 7.4 Vel = 5.73 15.92 1.049 10.00 8.5 8.5 84 C=120 0.00 0.0 0.0 See PATH 3 31.21 0.296 10.00 3.0 8.5 Vel = 11.70 18.43 1.380 7.72 11 5 11.5 83 C=120 0.00 0.0 0.0 See PATH 5 49.64 0.184 7.72 1.4 11.5 Vel = 10.75 19.42 1.610 8 .00 12.9 12.9 82 C=120 0.00 0.0 0.0 See PATH 7 69.07 0.160 8.00 1.3 12.9 Vel = 10.99 20.35 1.610 8.00 14.2 14.2 81 C=120 0.00 0.0 0.0 See PATH 10 89.42 0.258 8.00 2.1 14.2 Vel = 14 .23 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ♦ 1 'M & R Liquors Drawing Date:4-29-08 4130108 9:41 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 9 TO A2 CONTINUED 21.76 2.067 1T 1.61 16.2 16.2 80 C=120 10.00 0.0 0.0 See PATH 14 111.18 0.114 11.61 1.3 16.2 Vel = 10.73 62.21 2. 635 11.09 17.6 17. 6 Al C=120 0.00 0.0 0.0 See PATH 9 173.39 0.080 11.09 0.9 17.6 Vel = 10.30 A2 173.39 18.4 K = 40.37 PATH 3 FROM HYDRAULIC REFERENCE 8 TO 84 15.92 1.049 lE 0.67 8.1 8.1 K = 5.60 8S C=120 2.00 -0.3 0.0 15.92 0.085 2.67 0.2 8.1 Vel = 5.97 1.049 1T 0.67 8.0 8.0 EqK = 5. 62 8 C=120 5.00 0.0 0.0 15.92 0.085 5. 67 0.5 8.0 Vel = 5.97 84 15.92 8.5 K = 5.46 PATH 4 FROM HYDRAULIC REFERENCE 14 TO 90 16.03 1.049 lE 0 67 8 2 8.2 K = 5. 60 14S C=120 2.00 -0.3 0.0 16.03 0.086 2. 67 0.2 8.2 Vel = 6.01 1.049 1T 0.43 8.1 8.1 EqK = 5. 62 14 C=120 5.00 0.0 0.0 16.03 0.086 5.43 0.5 8.1 Vel = 6.01 90 16.03 8.6 K = 5.46 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M & R Liquors Drawing Date:4-29-08 4130108 9:41 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 7 TO 83 18.43 1.049 lE 0. 67 10.8 10.8 K = 5. 60 7S C=120 2.00 -0.3 0.0 18.43 0.112 2.67 0.3 10.8 Vel = 6.91 1.049 1T 0.67 10.8 10.8 EqK = 5.60 7 C=120 5.00 0.0 0.0 18.43 0.112 5.67 0.6 10.8 Vel = 6.91 83 18.43 11.5 K = 5.44 PATH 6 FROM HYDRAULIC REFERENCE 13 TO 89 18.49 1.049 lE 0. 67 10.9 10.9 K = 5.60 13S C=120 2.00 -0.3 0.0 18.49 0.113 2. 67 0.3 10.9 Vel = 6.93 1.049 1T 0.43 10.9 10 9 EqK = 5. 60 13 C=120 5.00 0.0 0.0 18.49 0.113 5.43 0.6 10.9 Vel = 6.93 89 18.49 11.5 K = 5.45 PATH 7 FROM HYDRAULIC REFERENCE 6 TO 82 19.42 1.049 lE 0. 67 12.0 12.0 K = 5.60 6S C=120 2.00 -0.3 0.0 19.42 0.123 2.67 0.3 12.0 Vel = 7.28 1.049 1T 1. 68 12.1 12.1 EqK = 5.59 6 C=120 5.00 0.0 0.0 19.42 0.123 6. 68 0.8 12.1 Vel = 7.28 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M & R Liquors Drawing Date:4-29-08 4130108 9:41 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF licit TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 82 19.42 12'.9 K = 5.41 PATH 8 FROM HYDRAULIC REFERENCE 12 TO 88 19.81 1.049 lE 0. 67 12 5 12.5 K = 5.60 12S C=120 2.00 -0.3 0.0 19.81 0.128 2.67 0.3 12.5 Vel = 7.42 1.049 1T 1.17 12. 6 12.6 EqK = 5.59 12 C=120 5.00 0.0 0.0 19.81 0.128 6.17 0.8 12. 6 Vel = 7.42 88 19.81 13.3 K = 5.42 PATH 9 FROM HYDRAULIC REFERENCE 1 TO Al 19.94 1.049 lE 0. 67 12.7 12.7 K = 5.60 1S C=120 2.00 -0.3 0.0 19.94 0.129 2. 67 0.3 12.7 Vel = 7.47 1.049 1T 10.99 12.7 12.7 EqK = 5.59 1 C=120 5.00 0.0 0.0 19.94 0.129 15.99 2.1 12.7 Vel = 7.47 20.79 1.380 8.00 14.8 14.8 86 C=120 0.00 0.0 0.0 See PATH 11 40.72 0.128 8.00 1.0 14.8 Vel = 8.82 21.48 1. 610 1T 5.25 15.8 15.8 85 C=120 8.00 0.0 0.0 See PATH 13 62.21 0.132 13.25 1.7 15.8 Vel = 9.90 Al 62.21 17.6 K = 14.84 PATH 10 FROM HYDRAULIC REFERENCE 5 TO 81 20.35 1.049 1E 0.67 13.2 13.2 K = 5.60 5S C=120 2.00 -0.3 0.0 20.35 0.134 2.67 0.4 13.2 Vel = 7.63 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) B & R Liquors Drawing Date:4-29-08 4130108 9:41 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 10 FROM HYDRAULIC REFERENCE 5 TO 81 CONTINUED 1.049 1T 1.68 13.3 13.3 EqK = 5.59 5 C=120 5.00 0.0 0.0 20.35 0.134 6.68 0.9 13.3 Vel = 7.63 81 20.35 14.2 K = 5.41 PATH 11 FROM HYDRAULIC REFERENCE 2 TO 86 20.79 1.049 lE 0.67 13.8 13.8 K = 5.60 2S C=120 2.00 -0.3 0.0 20.79 0.140 2.67 0.4 13.8 Vel = 7.79 1.049 1T 1.68 13.9 13.9 EqK = 5.58 2 C=120 5.00 0.0 0.0 20 79 0.140 6. 68 0.9 13.9 Vel = 7.79 86 20.79 14.8 K = 5.40 PATH 12 FROM HYDRAULIC REFERENCE 11 TO 87 20.95 1.049 lE 0.67 14.0 14.0 K = 5.60 11S C=120 2.00 -0.3 0.0 20.95 0.142 2.67 0.4 14.0 Vel = 7.85 1.049 1T 1.17 14.1 14.1 EqK = 5.58 11 C=120 5.00 0.0 0.0 20.95 0.142 6.17 0.9 14.1 Vel = 7.85 87 20.95 15.0 K = 5.42 PATH 11 FROM HYDRAULIC REFERENCE 3 TO 85 21-.48 1.049 lE 0. 67 14.7 14.7 K = 5.60 3S C=120 2.00 -0.3 0.0 21.48 0.149 2. 67 0.4 14.7 Vel = 8.05 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M & R Liquors Drawing Date:4-29-08 4130108 9:41 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 13 FROM HYDRAULIC REFERENCE 3 TO 85 CONTINUED 1.049 1T 1. 68 14.8 14.8 EqK = 5.58 3 C=120 5.00 0.0 0.0 21.48 0.149 6.68 1.0 14.8 Vel = 8.05 85 21.48 15.8 K = 5.40 PATH 14 FROM HYDRAULIC REFERENCE 4 TO 80 21.76 1.049 lE 0.67 15.1 15.1 K = 5.60 4S C=120 2.00 -0.3 0.0 21.76 0.152 2.67 0.4 15.1 Vel = 8.16 1.049 1T 1.68 15.2 15.2 EqK = 5.58 4 C=120 5.00 0.0 0.0 21.76 0.152 6. 68 1.0 15.2 Vel = 8.16 80 21.76 16.2 K = 5.40 PATH 15 FROM HYDRAULIC REFERENCE 16 TO A3 25.03 1.049 1E 0. 67 20.0 20.0 K = 5.60 16S C=120 2.00 -0.3 0.0 25.03 0.197 2.67 0.5 20.0 Vel = 9.38 1.049 1T 1.50 20.2 20.2 EqK = 5 57 16 C=120 5.00 0.0 0.0 25.03 0.197 6 50 1.3 20.2 Vel = 9.38 A3 25.03 21.5 K = 5.40 PATH 16 FROM HYDRAULIC REFERENCE 10 TO A4 27.44 1.049 lE 0.67 24.0 24.0 K = 5.60 10S C=120 2.00 -0.3 0.0 27.44 0.234 2. 67 0.6 24.0 Vel = 10.29 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) h & R Liquors Drawing Date:4-29-08 4130108 9:41 Tyco Fire Products Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt - REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 16 FROM HYDRAULIC REFERENCE 10 TO A4 CONTINUED 1.049 1T 1 50 24.4 24.4 EqK = 5.56 10 C=120 5.00 0.0 0.0 27.44 0.234 6.50 1.5 24.4 Vel = 10.29 2. 635 1T 6.78 25.9 25.9 B1 C=120 16.47 0.0 0.0 27.44 0.003 23.25 0.1 25.9 Vel = 1.63 A4 27.44 25.9 K = 5.39 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance M&R Liquors Static Pressure: 104.0 psi Pressure: 79.9 psi Inside: 0 gpm 218 Buckldnd Road Residubl Pressure: 74.0 psi System Flow: 316 gpm Outside: 100 gpm South Windsor, CT Flow: 1920 gpm System+Hose: 416 gpm Remote Area: 1 Date: 3-11-08 Safety Pres: 19.3 psi Loc:TAMARACK DRIVE Head Elev Pres: 45.4 psi 140 120 10 Sup ly 80 100 gpm hose 60 5.4 s' 40 20 400 600 800 1000 1200 1400 1600 1800 2000 Flow (gpm) M &•R Liquors Drawing Date:4-29-08 4130108 10:21 HYDRAULIC DESIGN INFORMATION SHEET Job Name: M & R Liquors Location: 218 Buckland Road South Windsor, CT Drawing Date: 4-29-08 Remote Area Number: 2 Contractor: Central Connecticut Fire Protection, inc Telephone:203-238-2122 P.O.Box 1825 1400 Old North Colony Road Meriden, CT 06450 Designer: Jeffrey Germaine Calculated By:SprinkCAD www.sprinkcad com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy:SALES AREA Reviewing Authorities:LOCAL SYSTEM DESIGN Code:NFPA-13 Hazard:ORD GP 2 System Type:WET Area of Sprinkler Oper. 1508 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.200 1 Make: VIC Area per Sprinkler 120.0 sq ftl Model: V27 Hose Allowance Inside 0 gpm I K-Factor: 5. 60 Hose Allowance Outside 250 gpm l Temperature Rating: 165 CALCULATION SUMMARY 18 Flowing Outlets gpm Required: 700.1 psi Required: 76.5 @ CITY SERVICE WATER SUPPLY Water Flow Test l Pump Data l Date of Test 3-11-08 l Rated Capacity 0 gpm I Static Pressure 104.0 psi I Rated Pressure 0.0 psi I Residual Pres 74.0 psi I Elevation 0 l At a Flow of 1920 gpm I Make: l Elevation -710" l Model: I Location: TAMARACK DRIVE Source of Information: CONN WATER CO SYSTEM VOLUME 432 Gallons Notes: OG �. uc t2 z M & R Liquors Drawing Date:4-29-08 4130108 10:21 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 450 64.2 psi 1 4" Grvd 90 -Ell Firelock 10' 120 4.026 450 0.6 1 Pipe 4" 10x21 3' 120 4.260 450 0.1 Elevation Change 310" 1.3 1 4" Grvd Shotgun Valve "90" 21' 120 4.026 450 1.2 2 4" Grvd Butterfly Valve VIC 11705W" 24 ' 120 4.026 450 1.4 1 4" Grvd Back Flow Valve Ames "200" CHART LOSS 450 6.7 1 6" x 4" Fingd 90 Ell 14 ' 120 6.065 450 0.1 1 Pipe 6" DIxl8 C1 350 100' 140 6.338 450 0.5 1 Pipe 8" DIxl8 Cl 350 250' 140 8.488 450 0.3 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref RI Required at CITY SERVICE 700 76.5 psi Water Sourcel01.0 psi static, 71.0 psi residual @ 1920 gpm 700 gpm 96.3 psi SAFETY PRESSURE 19.8 psi NOTE: Water Source has been adjusted to include a change of elevation of -7'0" flow test to point of connection Available Pressure of 96.3 psi Exceeds Required Pressure of 76.5 psi This is a safety margin of 19.8 psi or 21 % of Supply Maximum Water Velocity is 19.6 fps M & R Liquors Drawing Date:4-29-08 4130108 10:21 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / IDA4 .87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/IDA4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations M & R Liquors Drawing Date:4-29-08 4130108 10:21 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^7,i) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 20 20.00 26.3 20S 19.33 5.06 26.0 25.8 19.2 0.27 21 20.00 33.1 21S 19.33 5.06 32.7 28.9 19.2 0.30 22 20.00 32.0 22S 19.33 5.06 31.7 28.5 19.2 0.30 23 20.00 31.5 23S 19.33 5 06 31.2 28.2 19.2 0.29 24 20.00 23.2 24S 19.33 5.06 23.0 24.2 19.2 0.25 25 21.33 16.6 25S 19.33 5.06 16.9 20.8 19.2 0.22 26 21.58 5.60 15.7 22.2 19.2 0.23 27 20.00 23.3 27S 19.33 5.06 23.0 24.3 19.2 0.25 28 20.00 22.4 28S 19.33 5.06 22.2 23.8 19.2 0.25 29 20.00 21. 6 29S 19.33 5.06 21.5 23.4 19.2 0.24 30 20.00 24.4 30S 19.33 5.06 24.2 24 .9 16.0 0.31 31 20.00 27.2 31S 19.33 5.06 26.9 26.3 24.0 0.22 32 20.00 24.4 32S 19.33 5.06 24.2 24.9 24.0 0.21 34 20.00 27.2 34S 19.33 5.06 26.9 26.3 24.0 0.22 35 20.00 24.7 35S 19.33 5.06 24.4 25.0 24.0 0.21 36 20.00 22.9 36S 19.33 5.06 22.7 24.1 24.0 0.20 37 20.00 22.7 37S 19.33 5.06 22.5 24.0 24.0 0.20 38 20.00 23.5 38S 19.33 5.06 23.3 24.4 19.2 0.25 97 20.00 37.8 98 20.00 34.6 99 20.00 33.5 100 20.00 33.2 101 20.00 34.5 102 20.00 28.5 103 20.00 25.8 104 20.00 24.7 105 20.00 24.5 106 21.33 17.4 107 20.00 37.1 108 20.00 28.4 109 20.00 25. 6 110 20.00 24.3 111 20.00 23.5 112 20.00 23.4 M & R Liquors Drawing Date:4-29-08 4130106 10:21 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^Ii) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 113 20,00 37.5 114 20.00 27.5 115 20.00 25.5 116 20.00 24.6 117 20.00 24.0 118 20.00 23.7 A6 20.00 50.5 A7 20.00 54.1 A8 7.08 64.0 D1 20.00 42.1 D2 20.00 42.2 D3 20.00 42. 6 D4 20.00 43.3 W 7.08 64.2 Max velocity of 19. 61 occurs in the pipe from D4 TO 113 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. 'M & R Liquors Drawing Date:4-29-08 4130108 10:21 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATS 1 FROM HYDRAULIC REFERENCE 26 TO W (PRIMARY PATH) 22.20 1.049 2E 1.08 15.7 15.7 K = 5.60 26 C=120 1T 9.00 0.1 0.0 22.20 0.158 10.08 1.6 15.7 Vel = 8.32 20 80 1.049 lE 5.15 17.4 17.4 106 C=120 1T 7.00 0.6 0.0 See PATH 2 43.00 0.536 12.15 6.5 17.4 Vel = 16.12 1.682 3.06 24.5 24 .5 105 C=120 0.00 0.0 0.0 43.00 0.054 3.06 0.2 24 .5 Vel = 6.27 24.24 1.682 9.16 24.7 24.7 104 C=120 0.00 0.0 0.0 See PATH 7 67.25 0.123 9.16 1.1 24.7 Vel = 9.81 25.01 1. 682 12.00 25.8 25.8 103 C=120 0.00 0.0 0.0 See PATH 12 92.26 0.221 12.00 2.7 25.8 Vel = 13.45 26.26 1.682 17.29 28.5 28.5 102 C=120 0.00 0.0 0.0 See PATH 15 118.52 0.351 17.29 6.1 28.5 Vel = 17.28 1.610 1T 9.61 34.5 34.5 101 C=120 8.00 0.0 0.0 118.52 0.434 17.61 7.7 34 .5 Vel = 18.86 85.64 3.260 10.00 42.2 42.2 D2 C=120 0.00 0.0 0.0 See PATH 16 204.16 0.038 10.00 0.4 42.2 Vel = 7.92 122.71 3.260 8.00 42.6 42. 6 D3 C=120 0 00 0.0 0.0 See PATH 3 326.87 0.091 8.00 0.7 42.6 Vel = 12.69 123.21 3.260 43.39 43.3 43.3 D4 C=120 0.00 0.0 0.0 See PATH 5 450.09 0.165 43.39 7.2 43.3 Vel = 17.47 3.260 22.02 50.5 50.5 A6 C=120 0.00 0.0 0.0 450.09 0.165 22.02 3.6 50.5 Vel = 17.47 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 'M & R Liquors Drawing Date:4-29-08 4130108 10:21 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF licit TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 26 TO W (PRIMARY PATH) 4.260 2E 17.82 54.1 54. 1 A7 C=120 2T 79.00 5.6 0.0 450.09 0.045 96.82 4.3 54.1 Vel = 10.23 4.260 4.06 64.0 64.0 A8 C=120 0.00 0.0 0.0 450.09 0.045 4.06 0.2 64.0 Vel = 10.23 W 450.09 64.2 K = 56.16 PATH 2 FROM HYDRAULIC REFERENCE 25 TO 106 20.80 1.049 lE 2.00 16.9 16.9 K = 5.06 25S C=120 2.00 -0.9 0.0 20.80 0.140 4.00 0.6 16.9 Vel = 7.80 1.049 1T 0.83 16.6 16. 6 EqK = 5.11 25 C=120 5.00 0.0 0.0 20.80 0.140 5 83 0.8 16. 6 Vel = 7.80 106 20.80 17.4 K = 4.99 PATH 3 FROM HYDRAULIC REFERENCE 29 TO D3 23.44 1.049 lE 0.67 21.5 21.5 K = .0 5 6 29S C=120 2.00 -0.3 0.0 23.44 0.175 2.67 0.5 21.5 Vel = 8.79 1.049 1T 5.25 21.6 21.6 Eq K = 5.04 29 C=120 5.00 0.0 0.0 23.44 0.175 10.25 1.8 21.6 Vel = 8.79 1.682 5.82 23.4 23.4 112 C=120 0.00 0.0 0.0 23.44 0.018 5.82 0.1 23.4 Vel = 3.42 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M & R Liquors Drawing Date:4-29-08 4130108 10:21 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 29 TO D3 CONTINUED 23.82 1.682 12.44 23.5 23.5 111 C=120 0 00 0.0 0. 0 See PATH 4 47.26 0.064 12.44 0.8 23.5 Vel = 6.89 24.29 1.682 9.00 24.3 24.3 110 C=120 0.00 0.0 0.0 See PATH 8 71.56 0.138 9.00 1.2 24.3 Vel = 10.43 24.90 1.682 12.00 25.6 25. 6 109 C=120 0.00 0.0 0.0 See PATH 11 96.46 0.240 12.00 2.9 25. 6 Vel = 14.06 26.26 1.682 23.21 28.4 28.4 108 C=120 0.00 0.0 0.0 See PATH 14 122.71 0.374 23.21 8.7 28.4 Vel = 17.89 1.610 1T 3. 69 37.1 37. 1 107 C=120 8.00 0.0 0.0 122.71 0.463 11.69 5.4 37.1 Vel = 19.53 D3 122.71 42.6 K = 18.81 PATH 4 FROM HYDRAULIC REFERENCE 28 TO 111 23.82 1.049 lE 0.67 22.2 22.2 K = 5.06 28S C=120 2.00 -0.3 0.0 23.82 0.180 2. 67 0.5 22.2 Vel = 8.93 1.049 1T 1.54 22.4 22.4 EqK = 5.04 28 C=120 5.00 0.0 0.0 23.82 0.180 6.54 1.2 22.4 Vel = 8.93 111 23.82 23.5 K = 4.91 PATH 5 FROM HYDRAULIC REFERENCE 37 TO D4 24.00 1.049 lE 0. 67 22.5 22.5 K = 5.06 37S C=120 2.00 -0.3 0.0 24.00 0.182 2.67 0.5 22.5 Vel = 9.00 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 'M & R Liquors Drawing Date:4-29-08 4130108 10:21 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 37 TO D4 CONTINUED 1.049 1T 0.75 22.7 22.7 EqK = 5.04 37 C=120 5.00 0.0 0.0 24.00 0.182 5.75 1.0 22.7 Vel = 9.00 1.682 12.00 23.7 23.7 118 C=120 0.00 0.0 0.0 24.00 0.018 12.00 0.2 23.7 Vel = 3.50 24.11 1.682 8.98 24.0 24.0 117 C=120 0.00 0.0 0.0 See PATH 6 48.11 0.066 8.98 0.6 24.0 Vel = 7.01 24.41 1.682 7.00 24.6 24.6 116 C=120 0.00 0.0 0.0 See PATH 9 72.52 0.141 7.00 1.0 24.6 Vel = 10.57 24.88 1.682 8.00 25.5 25.5 115 C=120 0.00 0.0 0.0 See PATH 10 97.40 0.244 8.00 2.0 25.5 Vel = 14.20 25.82 1.682 26.50 27.5 27.5 114 C=120 0.00 0.0 0.0 See PATH 13 123.21 0.377 26.50 10.0 27.5 Vel = 17.97 1.610 1T 4.40 37.5 37.5 113 C=120 8.00 0.0 0.0 123.21 0.467 12.40 5.8 37.5 Vel = 19.61 D4 123.21 43.3 K = 18.73 PATH 6 FROM HYDRAULIC REFERENCE 36 TO 117 24.11 1.049 lE 0. 67 22.7 22.7 K = 5.06 36S C=120 2.00 -0.3 0.0 24.11 0.184 2.67 0.5 22.7 Vel = 9.04 1.049 1T 0.75 22.9 22. 9 EqK = 5.04 36 C=120 5.00 0.0 0.0 24.11 0.184 5.75 1.1 22. 9 Vel = 9.04 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 'M & R Liquors Drawing Date:4-29-08 4130108 10:21 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 117 24.11 24*.0 K = 4.93 PATH 7 FROM HYDRAULIC REFERENCE 24 TO 104 24.24 1.049 1E 0.67 23.0 23.0 K = 5.06 24S C=120 2.00 -0.3 0.0 24.24 0.186 2.67 0.5 23.0 Vel = 9.09 1.049 1T 3.13 23.2 23.2 EqK = 5.04 24 C=120 5.00 0.0 0.0 24.24 0.186 8.13 1.5 23.2 Vel = 9.09 104 24.24 24.7 K = 4.88 PATH 8 FROM HYDRAULIC REFERENCE 27 TO 110 24.29 1.049 1E 0.67 23.0 23.0 K = 5.06 27S C=120 2.00 -0.3 0.0 24.29 0.186 2. 67 0.5 23.0 Vel = 9.11 1.049 1T 0.75 23.3 23.3 EqK = 5.04 27 C=120 5.00 0.0 0.0 24.29 0.186 5.75 1.1 23.3 Vel = 9.11 110 24.29 24.3 K = 4.93 PATH 9 FROM HYDRAULIC REFERENCE 38 TO 116 24.41 1.049 1E 0.67 23.3 23.3 K = 5.06 38S C=120 2.00 -0.3 0.0 24.41 0.188 2.67 0.5 23.3 Vel = 9.15 1.049 1T 0.75 23.5 23.5 EqK = 5.04 38 C=120 5.00 0.0 0.0 24.41 0.188 5.75 1.1 23.5 Vel = 9.15 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M & R Liquors Drawing Date:4-29-08 4130106 10:21 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 116 24.41 24.6 K = 4.92 PATH 10 FROM HYDRAULIC REFERENCE 30 TO 115 24.88 1.049 lE 0.67 24.2 24.2 K = 5.06 30S C=120 2.00 -0.3 0.0 24.88 0.195 2.67 0.5 24.2 Vel = 9.33 1.049 1T 0.83 24.4 24.4 EqK = 5.04 30 C=120 5 00 0.0 0.0 24.88 0.195 5.83 1.1 24.4 Vel = 9.33 115 24.88 25.5 K = 4.92 PATH 11 FROM HYDRAULIC REFERENCE 32 TO 109 24.90 1.049 lE 0.67 24.2 24.2 K = 5.06 32S C=120 2.00 -0.3 0.0 24.90 0.195 2.67 0.5 24.2 Vel = 9.33 1.049 1T 0.75 24.4 24.4 EqK = 5.04 32 C=120 5.00 0.0 0.0 24.90 0.195 5.75 1 1 24.4 Vel = 9.33 109 24.90 25.6 K = 4.92 PATH 12 FROM HYDRAULIC REFERENCE 35 TO 103 25.01 1.049 1E 0.67 24.4 24.4 K = 5.06 35S C=120 2.00 -0.3 0.0 25.01 0.197 2.67 0.5 24 .4 Vel = 9.38 1.049 1T 0.75 24.7 24.7 EqK = 5.04 35 C=120 5.00 0.0 0.0 25.01 0.197 5.75 1.1 24 .7 Vel = 9.38 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M & R Liquors Drawing Date:4-29-08 4130108 10:21 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 103 25.01 25 8 K = 4.92 PATH 13 FROM HYDRAULIC REFERENCE 20 TO 114 25.82 1.049 lE 0.67 26.0 26.0 K = 5.06 20S C=120 2.00 -0.3 0.0 25.82 0.209 2.67 0.6 26.0 Vel = 9.68 1.049 1T 0.75 26.3 26.3 EqK = 5.03 20 C=120 5.00 0.0 0.0 25.82 0.209 5.75 1.2 26.3 Vel = 9.68 114 25.82 27.5 K = 4.92 PATH 14 FROM HYDRAULIC REFERENCE 31 TO 108 26.26 1.049 lE 0.67 26.9 26.9 K = 5.06 31S C=120 2.00 -0.3 0.0 26.26 0.215 2.67 0.6 26.9 Vel = 9.84 1.049 1T 0.75 27.2 27.2 EqK = 5.03 31 C=120 5.00 0.0 0.0 26.26 0.215 5.75 1.2 27.2 Vel = 9.84 108 26.26 28.4 K = 4.92 PATH 15 FROM HYDRAULIC REFERENCE 34 TO 102 26.26 1.049 lE 0. 67 26.9 26.9 K = 5.06 34S C=120 2.00 -0.3 0.0 26.26 0.215 2.67 0.6 26.9 Vel = 9.84 1.049 1T 0.75 27.2 27.2 EqK = 5.03 34 C=120 5.00 0.0 0.0 26.26 0.215 5.75 1.2 27.2 Vel = 9.84 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M & R Liquors Drawing Date:4-29-08 4130108 10:21 Tyco Fire Products Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 102 26.26 2'8.5 K = 4 .92 PATH 16 FROM HYDRAULIC REFERENCE 23 TO D2 28.24 1.049 lE 0. 67 31.2 31.2 K = 5.06 23S C=120 2 00 -0.3 0.0 28.24 0.246 2.67 0.7 31.2 Vel = 10.59 1.049 1T 1. 64 31.5 31.5 EqK = 5.03 23 C=120 5.00 0.0 0.0 28.24 0.246 6.64 1.6 31.5 Vel = 10.59 1. 682 12.87 33.2 33.2 100 C=120 0 00 0.0 0.0 28.24 0.025 12.87 0.3 33.2 Vel = 4.12 28.47 1.682 12.00 33.5 33.5 99 C=120 0.00 0.0 0.0 See PATH 17 56.72 0.090 12.00 1.1 33.5 Vel = 8 .27 28.93 1.682 16.63 34.6 34.6 98 C=120 0.00 0.0 0.0 See PATH 18 85.64 0.192 16.63 3.2 34.6 Vel = 12.49 1.610 1T 10.28 37.8 37.8 97 C=120 8.00 0.0 0.0 85.64 0.238 18.28 4.4 37.8 Vel = 13. 63 3.260 8.00 42.1 42.1 D1 C=120 0.00 0.0 0.0 85. 64 0.008 8.00 0.1 42.1 Vel = 3.32 D2 85.64 42.2 K = 13.19 PATH 17 FROM HYDRAULIC REFERENCE 22 TO 99 28.47 1.049 lE 0.67 31.7 31.7 K = 5.06 22S C=120 2.00 -0.3 0.0 28.47 0.250 2.67 0.7 31.7. Vel = 10.67 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M & R Liquors Drawing Date:4-29-08 4130108 10:21 Tyco Fire Products Page 14 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 17 FROM HYDRAULIC REFERENCE 22 TO 99 CONTINUED 1.049 1T 0.75 32 0 32.0 EqK = 5.03 22 C=120 5.00 0.0 0.0 28.47 0.250 5.75 1.4 32.0 Vel = 10.67 99 28.47 33.5 K = 4.92 PATH 18 FROM HYDRAULIC REFERENCE 21 TO 98 28.93 1.049 lE 0.67 32.7 32.7 K = 5.06 21S C=120 2.00 -0.3 0.0 28.93 0.258 2.67 0.7 32.7 Vel = 10.84 1.049 1T 0.75 33.1 33.1 EqK = 5.03 21 C=120 5.00 0 0 0.0 28.93 0.258 5.75 1.5 33.1 Vel = 10.84 98 28.93 34. 6 K = 4.92 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance M&R Liquors Static Pressure: 104.0 psi Pressure: 76.5 psi Inside: 0 gpm 218 Buckland Road Residual Pressure: 74.0 psi System Flow: 450 gpm Outside: 250 gpm South Windsor, CT Flow: 1920 gpm System+Hose: 700 gpm Remote Area:2 Date: 3-11-08 Safety Pres: 19.8 psi Loc:TAMARACK DRIVE Head Elev Pres: 64.2 psi 140 120 10 Su ly 80 250 gpm hose 64.2 psi 60 40 20 400 600 800 1000 1200 1400 1600 1800 2000 Flow (onml -M & R Liquors Drawing Date:4-29-08 4130108 9:42 HYDRAULIC DESIGN INFORMATION SHEET Job Name: M & R Liquors Location: 218 Buckland Road South Windsor, CT Drawing Date: 4-29-08 Remote Area Number: 3 Contractor: Central Connecticut Fire Protection, inc Telephone:203-238-2122 P.O.Box 1825 1400 Old North Colony Road Meriden, CT 06450 Designer: Jeffrey Germaine Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy:BASEMENT Reviewing. Authorities:LOCAL SYSTEM DESIGN Code:NFPA-13 Hazard:ORD GP 1 System Type:WET Area of Sprinkler Oper. 1540 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0.150 1 Make: VIC Area per Sprinkler 126.0 sq ftl Model: V27 Hose Allowance Inside 0 gpm ( K-Factor: 5.60 Hose Allowance Outside 250 gpm Temperature Rating: 155 CALCULATION SUMMARY 14 Flowing Outlets gpm Required: 513.8 psi Required: 51.9 @ CITY SERVICE WATER SUPPLY Water Flow Test Pump Data Date of Test 3-11-08 Rated Capacity 0 gpm Static Pressure 104.0 psi Rated Pressure 0.0 psi Residual Pres 74.0 psi Elevation 0 At a Flow of 1920 gpm Make: Elevation -710" Model: Location: TAMARACK DRIVE Source of Information: CONN WATER CO SYSTEM VOLUME 432 Gallons Notes: L OG a �Oy2 uc.NO 0001 g 9Z P AINE M & R Liquors Drawing Date:4-29-08 4130108 9:42 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 264 45.4 psi 1 4" Grvd 90 Ell Firelock 10' 120 4.026 264 0.2 1 Pipe 4" 10x21 3' 120 4.260 264 0.1 Elevation Change 310" 1.3 1 4" Grvd Shotgun Valve "90" 21' 120 4.026 264 0.5 2 4" Grvd Butterfly Valve VIC 11705W" 24 ' 120 4.026 264 0.5 1 4" Grvd Back Flow Valve Ames 11200" CHART LOSS 264 3.6 1 6" x 4" Fingd 90 Ell 14 ' 120 6.065 264 0.0 1 Pipe 6" DIx18 C1 350 100' 140 6.338 264 0.2 1 Pipe 8" DIx18 Cl 350 250' 140 8.488 264 0.1 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref Rl Required at CITY SERVICE 514 51.9 psi Water Sourcel01.0 psi static, 71.0 psi residual @ 1920 gpm 514 gpm 98.3 psi SAFETY PRESSURE 46.4 psi NOTE: Water Source has been adjusted to include a change of elevation of -7'0" flow test to point of connection Available Pressure of 98.3 psi Exceeds Required Pressure of 51.9 psi This is a safety margin of 46.4 psi or 47 % of Supply Maximum Water Velocity is 16.2 fps M & R Liquors Drawing Date:4-29-08 4130108 9:42 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations V N1 & R Liquors Drawing Date:4-29-08 4130108 9:42 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^'i) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 60 7.58 5 60 13.2 20.3 17.7 0.17 61 7.58 5.60 11.2 18.7 17.7 0.16 62 7.58 5.60 10.2 17.9 17.7 0.15 63 7.58 5.60 10.0 17.7 17.7 0.15 64 7.58 5.60 13.0 20.2 17.7 0.17 65 7.58 5.60 11.1 18.7 17.7 0.16 66 7.58 5.60 10.2 17.9 17.7 0.15 67 7.58 5.60 10.0 17.7 17.7 0.15 68 7.58 5.60 10.5 18.2 14.8 0.19 69 7.58 5.60 10.3 17.9 14.8 0.19 70 7.58 5. 60 12.4 19.7 18.9 0.16 71 7.58 5.60 13.1 20.3 18.9 0.16 72 7.58 5. 60 12.0 19.4 18.9 0.15 73 7.58 5. 60 11.7 19.1 18.9 0.15 91 7.58 13.4 92 7.58 11.3 93 7.58 13. 6 94 7.58 11.0 95 7.58 11.3 96 7.58 12.8 A8 7.08 45.3 Cl 7.08 16.2 C2 7.08 16.4 C3 7.08 17.0 C4 7.08 18.1 C5 7.08 45.3 W 7.08 45.4 Max velocity of 16.18 occurs in the pipe from C2 TO 93 v 'M & R Liquors Drawing Date:4-29-08 4130108 9:42 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 63 TO W (PRIMPiRY PATH) 17.70 1.442 11.42 10.0 10.0 K = 5.60 63 C=120 0.00 0.0 0.0 17.70 0.022 11.42 0.3 10.0 Vel = 3.51 17.92 1.442 9.09 10.2 10.2 K = 5.60 62 C=120 0.00 0.0 0.0 35.62 0.080 9.09 0.7 10.2 Vel = 7.07 1.380 2.33 11.0 11.0 94 C=120 0.00 0.0 0.0 35. 62 0.100 2.33 0.2 11.0 Vel = 7.72 18.75 1.380 1T 4.97 11.2 11.2 K = 5.60 61 C=120 6.00 0.0 0.0 54.37 0.218 10.97 2.4 11.2 Vel = 11.78 20.34 1.380 1T 0.50 13.6 13.6 93 C=120 6.00 0.2 0.0 See PATH 6 74.71 0.392 6.50 2.5 13.6 Vel = 16.18 74.47 2.635 10.37 16.4 16.4 C2 C=120 0.00 0.0 0.0 See PATH 2 149.18 0.060 10.37 0.6 16.4 Vel = 8.86 55 86 2.635 10 50 17.0 17.0 C3 C=120 0 00 0.0 0.0 See PATH 3 205.04 0.109 10.50 1.1 17.0 Vel = 12.18 58.76 2.635 2E 124.09 18.1 18.1 C4 C=120 1T 32.95 0.0 0.0 See PATH 4 263.80 0.173 157.04 27.2 18.1 Vel = 15.67 4.260 0.33 45.3 45.3 C5 C=120 0.00 0.0 0.0 263.80 0.017 0.33 0.0 45.3 Vel = 6.00 4.260 4.06 45.3 45.3 A8 C=120 0.00 0.0 0.0 263.80 0.017 4 .06 0.1 45.3 Vel = 6.00 W 263.80 45.4 K = 39.15 PATH 2 FROM HYDRAULIC REFERENCE 67 TO C2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) M & R Liquors Drawing Date:4-29-08 4130108 9:42 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 67 TO C2 CONTINUED 17.72 1.442 8.00 10.0 10.0 K = 5.60 67 C=120 0.00 0.0 0.0 17.72 0.022 8.00 0.2 10.0 Vel = 3.51 17.87 1.442 11.42 10.2 10 2 K = 5.60 66 C=120 0.00 0.0 0.0 35.59 0.080 11.42 0.9 10.2 Vel = 7.06 18. 66 1.442 1.08 11.1 11.1 K = 5.60 65 C=120 0.00 0.0 0 0 54.25 0.175 1.08 0.2 11.1 Vel = 10.76 1.380 1T 3.89 11.3 11.3 92 C=120 6.00 0.0 0.0 54.25 0.217 9.89 2.1 11.3 Vel = 11.75 20.22 1.380 1T 0.50 13.4 13.4 91 C=120 6.00 0.2 0.0 See PATH 5 74.47 0.390 6.50 2.5 13.4 Vel = 16.13 2.635 10.23 16.2 16.2 Cl C=120 0.00 0.0 0.0 74.47 0.017 10.23 0.2 16.2 Vel = 4.42 C2 74.47 16.4 K = 18.41 PATH 3 FROM HYDRAULIC REFERENCE 69 TO C3 17.95 1.442 11.87 10.3 10.3 K = 5.60 69 C=120 0.00 0.0 0.0 17.95 0.023 11.87 0.3 10.3 Vel = 3.56 18.18 1.442 8.63 10.5 10.5 K = 5.60 68 C=120 0.00 0.0 0.0 36.13 0.083 8.63 0.7 10.5 Vel = 7.17 1.380 2E 5.35 11.3 11.3 95 C=120 6.00 0.0 0.0 36.13 0.102 11.35 1.2 11.3. Vel = 7.83 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) . 'M & R Liquors Drawing Date:4-29-08 4130108 9:42 Tyco Fire Products Page 7 HYD Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 69 TO C3 CONTINUED 19.73 1.380 2T 7.03 12.4 12.4 K = 5.60 70 C=120 12.00 0.2 0.0 55.86 0.229 19.03 4.4 12.4 Vel = 12.10 C3 55.86 17.0 K = 13.55 PATH 4 FROM HYDRAULIC REFERENCE 73 TO C4 19.11 1.442 11.87 11 .7 11.7 K = 5. 60 73 C=120 0.00 0.0 0.0 19.11 0.025 11.87 0.3 11.7 Vel = 3.79 19.36 1.442 8. 62 12.0 12.0 K = 5. 60 72 C=120 0.00 0.0 0.0 38.48 0.093 8. 62 0.8 12.0 Vel = 7. 63 1.380 3.25 12.8 12.8 96 C=120 0.00 0.0 0.0 38.48 0.115 3.25 0.4 12.8 Vel = 8.33 20.29 1.380 2T 7.03 13.1 13.1 K = 5.60 71 C=120 12.00 0.2 0.0 58.7.6 0.251 19.03 4.8 13.1 Vel = 12.73 C4 58.76 18.1 K = 13.80 PATH 5 FROM HYDRAULIC REFERENCE 64 TO 91 20.22 1.380 1T 5.34 13.0 13.0 K = 5.60 64 C=120 6.00 0.0 0.0 20.22 0.035 11.34 0.4 13.0 Vel = 4.38 91 20.22 13.4 K = 5.52 PATH 6 FROM HYDRAULIC REFERENCE 60 TO 93 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) N1 & R Liquors Drawing Date:4-29-08 4130108 9:42 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 60 TO 93 CONTINUED 20.34 1.380 1T 5.34 13.2 13.2 K = 5.60 60 C=120 6.00 0.0 0.0 20.34 0.035 11.34 0.4 13.2 Vel = 4.41 93 20.34 13.6 K = 5.52 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance M&R Liquors Static Pressure: 104.0 psi Pressure: 51.9 psi Inside: 0 gpm 218 Buckland Road Residual Pressure: 74.0 psi System Flow: 264 gpm Outside: 250 gpm South Windsor, CT Flow: 1920 gpm System+Hose: 514 gpm Remote Area: 3 Date: 3-11-08 Safety Pres: 46.4 psi Loc: TAMARACK DRIVE Head Elev Pres: 0.0 psi 140 120 10 Sup ly 80 60 250 gpm hose 40 20 400 600 800 1000 1200 1400 1600 1800 2000 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR qtv BUILDING DEPARTMENT APPR vE 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# Date uilding In Application must be printed or typed FEE SCHEDULE Location of Job: FTenant $0-$1,000=$15.00 No. Street Lot No. Over$1,000$15.00 per$1,000or any fraction thereof Desighation Apt.No. APPLICANT ,� J/� 1 APPLICANT ADDRESS IX nd c f q CONL e fi D,- �; APPLICANT PHONE# ��W N S F'4 OWNER R v Lie) i��C'_ �}��,'Jw r7 c; OWNER ADDRESS U) a OWNER PHONE C ESTIMATED COST$ G'U0, / ..� w V — •�; IS THIS A CONTRACT COST? es _No FEE ENCLOSED$ r��s0 CO�� TYPE OF JOB: R If ew I KeS nstallation w _Alteration/Addition/Repair Revised d44/01//2002 E APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ ENTIAL USINESS CURRENT USE AND OCCUPANCY 114 t fZ ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY S/pn e ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO. OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK :" Lc �"`�I To nc THE UNDERSIGNED HER BY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND is To COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. -2 D r7 5 - L T CONTRACTORS LICENSE NO. TYPE STATE e`7 SIGNATURE OF APPLICANT DATE ///�l``/ — 02 'y TOWN OF SOUTH WINDSO AFFIDAVIT OF ACTUAL CO S 0 MAY 2 7 2009 PERMIT N0: DATE South Windsor _ aUILOINc FPARTPAr:t T The undersigned,being a duty authorized representative of, � chi do by this statement, certify that the actual costs shown below, of the project referenced by the Permit Number shown above,are true and aocui ate. Thl§ statement Is being made pursuant to the Town of South Windsor.Ordinance,Article il, Section 14-31, (a)thru(e),(see attached). I understand that verification for accuracy of actual costs may be made at any time by the Building Orficial through an appraisal of the work at the expense of the property owner, hereby certify that tfie'actual cost of the work*formed under this permit Is: S Signature of Permit Holder. Name(Please Print) -Date: -- raraaraarraaaararaaaarraaraaaaararaaararraraasaaaaarraasaaaaararraaaaaaaaaa�araaa State•of Connecticut] County of Hartford] ] ss South Windsor Date: • Personally appeared as aforesaid, Signer and sealer of the foregoing instrument and acknowledged'the same to be his/her free act and deed, before me. Notary Public Commissioner of the Superior Court My commission expires on Electric # ( APPLICATION FOR BUILDING PERMIT Plumbing# Date: l( -_O HVAC # 206 Buckland Road Sprinkler# � P 800325- x.-- FINAL AP ROVALS �' _ Estimated Cost $ y o v'` BuildingII-Zs"-or Permit Fee $ �;, COMPLETE RED BOXED AREAS Occupancy Fee $ /0 -- Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit SIGN ON REVERSE SIDE ; Appr. for C - - Total Fee $ TO THE BU DING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ �3 The undersigned hereby applies to do work according to the following: Applicant cot. ation of Work I V Lot No. Applicant's Address 104 Tel.# - 6 S 1-We 2 Town �r g'- Zip 0c V I U Lic.# Owner o Architect r r f 0 ner's Address r r~ , Architect's Address r Zip O 1., Zip_ Sq. Ft. New Area: 1 st FI. U 2nd FI. S I I H 3rd I. Total New Area Purpose of this permit �� 5�� i l I City Water Well❑ Septic Systemo Sewek Ins: HO SP Cert._ Area Basement Garage Approved Date — Use Group Construction Type Revised 6/02 GG l l I hereby agree to conform to all the requirements of the haws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspecto of an alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is be I edZ e from all street lines,side yard lines,and required distances from all other zones and is located whi is bis ed. Signe I hereby apply for a Certificate of c ncy fn this application for the permit. Sign DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS APPLICATION FOR BUILDING PERMIT Electric# Plumbing# 206 $uckland Road Date: V HVAC # Sprinkler# Souu 1 v nnsor g 0 0 2 2 3 FINAL APPROVA2� 11 _ Estimated Cost $ Building //- 16 ! COMPLETE RED BOXED AREAS � Permit Fee $ Engineering TYPE OR PRINT ONLY EncuOccupancy yFeee $ Affidavit A - -- _ - - - - g• Insp. r. for co. I � � PP SIGN ON REVERSE SIDE -_-J� Total Fee $- a 3 TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant W CS UA uA4 rAJ,,..(N ft4Location of Work 1 0 Lot No. Applicant's Addres Tel.# Town Zip Lt 7 Lic.# Owner a ( Architect r Owner's Address r o Architect's Address '1' Zip 06 6 T 'T A.I f i v i V t t4 Zip v Sq. Ft. New Area 1st FI. I I 74 J 2nd FI. 114 3rd FI. Total New Area Purpose of this permit C City Watery Well❑ Septic System❑ Sewerk Ins: HO SP Area Basement Garage Approved by A ate Use Group Construction Type Revised sros 03a� I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is t loc led th roper distance from all street lines,side yard lines,and required distances from all other zones and is locatedJ'whilsud and use is lowed. SigneI hereby apply for a Certificate or ork d scribe in this application for the permit. Signe DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS 1 SOWN sf4 O C-1 • U Z � C, 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 Sa��OSOR•`O TELEPHONE (860) 644-2511 November 25,2005 Prescott Construction Management General Contractor Construction Management 6 Wilcox Street Suite A Simsbury,CT 06070 Re:M&R Liquors 206 Buckland Road Temporary Certificate of Occupancy Permit#'800325 My field observation for the above mentioned building satisfies the criteria appropriate for issuance of a Temporary Certificate of Occupancy,as stipulated in Section 110.3 of the 2003 International Building Code.Please prepare an affidavit of costs for the above building prior to your request for the Certificate of Occupancy. (Architects statement of completion and final costs) The Fire Marshall,Planning/Zoning and Engineering have arrangements in place with you to resolve any outstanding issues unrelated to life safety. Ibis letter represents a Temporary Certificate of Occupancy. 4Sinyop r J. ougan aing Official - i VOL. 18 77 PAGE 313 18 9- EASEMENTS THIS EASEMENT AGREEMENT is made as of the day of January, 2007 by and between Dinh Hoang Luu and Trang Thanh Nguyen, both of 207 Buckland Road, South Windsor, Connecticut, their heirs and assigns (collectively, sometimes "Grantors" and or "Grantor") and the Town of South Windsor, a specially chartered municipal corporation ("Grantee"). WITNESSETH: In consideration of the sum of One ($1.00) Dollar, the receipt whereof is hereby acknowledged; Grantor, hereby set over and conveys to Grantee, the following easements. 1. Temporary Grading Easement Grantors hereby grant to Grantee a temporary construction easement on, across, over, under and through a certain parcel of land (the "Temporary Grading Easement Area"), which land is more particularly described and identified in Exhibit A attached hereto and made a part hereof, for or in connection with the widening of Buckland Road, in the Town of South Windsor, Connecticut. Grantee and its agents, assigns and representatives shall have the right within the Temporary Grading Easement area (1) to achieve the slopes and grades shown on a map or plan entitled "MAP SHOWING LAND AND EASEMENTS TO BE CONVEYED TO THE TOWN OF SOUTH WINDSOR BY DINH HOANG LUU&TRANG THANH NGUYEN -BUCKLAND ROAD - SOUTH WINDSOR, CONNECTICUT", SCALE 1"=40', DATE: 11/12/03, REVISED 04/26/04 PREPARED BY FUSS & 0-NEILL, INC." and (2) for any other uses customary or useful in connection with such rights; provided that (a) such Temporary Grading Easement shall terminate upon completion of construction of the of the work and (b) Grantee and its assigns shall, upon completion of construction, restore, level, smooth, and clean up the Temporary Grading Easement Area to a condition substantially similar to the condition of the Temporary Grading Easement Area prior to Grantee's entry upon the Temporary Grading Easement Area (the "Restoration"), except for the change in grade resulting from the improvements. I Illilli liilll III IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII hill IIII IIII Doc ID: 001158310006 Type: LAN SCANNEP Book 1877 Page 313 - 318 File# 184 N f,_ a.� T s. Y' :1e ti l va. 187 7 PAGE 314 If requested by Grantors after such expiration, Grantee shall execute and cause to be filed on the South Windsor Land Records an instrument confirming the termination of this easement. Upon completion of the widening of Buckland Road, the Restoration and the termination of the Temporary Grading Easement, Grantee shall have no further obligations or responsibility to Grantor for the Temporary Grading Easement Area under this easement. 2. Permanent Easement Grantors hereby grant to Grantee a permanent easement on, across, over, under and through a certain parcel of land (the "Permanent Easement"), which land is more particularly described and identified in Exhibit B. attached hereto and made a part hereof, for or in connection with the widening of Buckland Road, in the Town of South Windsor, Connecticut. Grantee and its agents, assigns and representatives shall have the right within Permanent Easement to construct and maintain a portion of the driveway serving Building 500E as shown on a map or plan entitled "MAP SHOWING LAND AND EASEMENTS TO BE CONVEYED TO THE TOWN OF SOUTH WINDSOR BY DINH HOANG LUU &TRANG THANH NGUYEN- BUCKLAND ROAD - SOUTH WINDSOR, CONNECTICUT", SCALE 1"=40', DATE: 11/12/03, REVISED 04/26/04 PREPARED BY FUSS &O'NEILL, INC." and (2) for any other uses customary or useful in connection with such rights. 3. General Provisions Grantors acknowledge and agree that no additional consideration is due for the easement set forth herein beyond the payments already made by Grantee to Grantor pursuant to the Agreement. Grantors agree that without the written permission of Grantee, which shall not be unreasonably withheld or delayed, no building or other structure that interferes with Grantee's exercise of the easement rights contained herein shall hereafter be located within the Permanent Easement, the Temporary Driveway Easement Area, the Temporary Grading Easement or the Permanent Sidewalk Easement (together, the "Easement Areas"). If any damage is caused to the Easement Areas or any improvements thereon by the negligence, recklessness or willful misconduct of a party hereto, or its agents, representatives, employees, invitees, consultants or contractors, then such party shall be solely liable and responsible for the repair thereof. 2 voi. 18 7 7 PAGE 315 Grantors expressly reserve unto themselves, their heirs, successors and assigns, all rights to use the Easement Areas for any purpose, not inconsistent with the grant of rights hereunder. Grantee agrees to provide reasonable access to Grantors' employees, agents and invitees and to Grantors' affiliates' employees, agents and invitees on, across, over and through the Easement Areas for purposes of regular vehicle and pedestrian access to Grantors facilities located adjacent to the Easement Areas; provided that (1) such access shall be mutually acceptable to the parties and may be relocated to an area mutually acceptable to the parties as may be reasonably required by the Grantee and (2) such access shall not unreasonably interfere with the rights granted to Grantee under the easements. Further, the parties recognize that the easements will impact the primary access to Grantors' facilities and that Grantee's construction of the improvements will need to proceed. Therefore, the parties agree to work together to identify reasonable access; provided that Grantee agrees that such reasonable access to Grantors' facilities shall be of a quality reasonably acceptable to Grantor. It is understood and agreed that these are easements only and in no way grant or convey any part of the underlying fee simple estate of any lands owned by Grantors, nor may any party have any rights in, to or under the easements except as expressly permitted or granted hereunder. These easements and all of the terms, provisions and obligations hereof shall be covenants running with the land affected thereby and shall inure to the benefit of and be binding upon Grantor and Grantee and their respective successors and assigns. TO HAVE AND TO HOLD the above-granted easement rights unto Grantee, its successors and assigns, to its and their own proper use and behoof. IN WITNESS WHEREOF, the parties have caused this instrument to be executed as of the day first above written. GRANTORS: Signed, Sealed and Delivered In the resence of Ke in F. Rennie Dinh Ho L/ivJ.�+P POLL Trang Tha guyen 3 VO1. 18 7 7 PAGE 310* STATE OF CONNECTICUT ) ) ss South Windsor January 8 , 2007 COUNTY OF HARTFORD ) Personally appeared DINH HOANG LUU, signer of the foregoing instrument, who acknowledged the same to be his free act and deed,before me. e in F. Rennie C issioner of a Superior Court STATE OF CONNECTICUT ) ) ss South Windsor January , 2007 COUNTY OF HARTFORD ) Personally appeared TRANG THANH NGUYEN, signer of the foregoing instrument who acknowledged the same to be her free act and deed,before me. Kev n F. Rennie Commissioner of th Superior Court 4 VOL. 1877 PAGE 317 EXHIBIT A LEGAL DESCRIPTION OF EASEMENT TO BE CONVEYED TO THE TOWN OF SOUTH WINDSOR FOR GRADING/CONSTRUCTION AND SLOPE RIGHT PURPOSES ALL THAT CERTAIN PIECE OR PARCEL OF LAND SITUATED IN THE TOWN OF SOUTH WINDSOR,THE STATE OF CONNECTICUT,KNOWN AS TEMPORARY GRADING/ CONSTRUCTION EASEMENT AND PERMANENT SLOPE RIGHT EASEMENT AND DEPICTED ON A MAP ENTITLED"MAP SHOWING LAND AND EASEMENTS TO BE CONVEYED TO THE TOWN OF SOUTH WINDOSR BY DINH HOANG LUU&TRANG THANH NGUYEN-BUCKLAND ROAD-SOUTH WINDSOR, CONNECTICUT", SCALE 1" =40',DATE: 11/12/03,REVISED 04/26/04 PREPARED BY FUSS &O'NEILL,INC. TEMPORARY GRADING/CONSTRUCTION EASEMENT AND PERMANENT SLOPE RIGHT EASEMENT SAID LAND IS MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHERLY PROPERTY LINE OF THE PROPERTY OF DINH HOANG LUU&TRANG THANH NGUYEN, SAID POINT BEING 15.30 FEET WESTERLY OF THE RIGHT-OF-WAY LINE OF BUCKLAND ROAD AND ON THE PROPERTY LINE OF LAND NOW OR FORMERLY EVERGREEN WALK,LLC; THENCE RUNNING S 13° 36' 50"W 149.98 FEET TO A POINT ON THE PROPERTY LINE OF LAND NOW OR FORMERLY EVERGREEN WALK,LLC; THENCE RUNNING N 6T 16' 13"W ALONG THE PROPERTY LINE OF LAND NOW OR FORMERLY EVERGREEN WALK,LLC 3.14 FEET TO A POINT; THENCE RUNNING N 110 04' 42"E 30.50 FEET TO A POINT; THENCE RUNNING N 13" 51' 34"E 37.46 FEET TO A POINT; THENCE RUNNING N 180 45' 27"W 22.78 FEET TO A POINT; THENCE RUNNING N 130 41' 5 1"E 64.94 FEET TO A POINT ON THE PROPERTY LINE OF LAND NOW OR FORMERLY EVERGREEN WALK, LLC; THENCE RUNNING S 67° 16' 13"E 16.60 FEET ALONG THE PROPERTY LINE OF LAND NOW OR FORMERLY EVERGREEN WALK, LLC TO THE POINT AND PLACE OF BEGINNING; AREA= 1525 SQUARE FEET MORE OR LESS 5 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT ' R Applic n a PERMIT# by: TOWN OF SOUTH WINDSOR I 3 BUILDING DEPARTMENT APP OVE 1540 SULLIVAN AVENUE Bldg.Permit# ,�P44 644-2511 ext. 230 Date 5B�d�inglnspector Application must be printed or typed FEE SCHEDULE Location of Job: 2- O--� v( � lo n A Ra $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT _� n APPLICANT ADDRESS C-T\ APPLICANT PHONE# ZC\ -4.0)N N St OWNER CU a. - -S l�C ) OWNER ADDRESS 2 O —] �" ( ► Q R� &0) OWNER PHONE ��ou ' 0 ; C ESTIMATED COST$ r�� O U O x * IS THIS A CONTRACT COSY. _�i'es No L� 0 FEE ENCLOSED$ j SOR•CO�� TYPE OF JOB: New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR PLUMBING PERMIT (continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITtI A RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YESq NO BUSINESS CURRENT USE AND OCCUPANCY ASSEMBLY O MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL 0 INSTITUTIONAL 0 FACTORY ENGINEER'S NAME PHONE ❑STORAGE 0 GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION SG�C)(I I Z:5 ? l`T 0,7� LE OF MAIN DRAIN y NO.OF TOILETS I STYLE I . Io NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES , NO.OF CONDUCTORS 1 SIZE -'Q) NO.OF STACKS SIZE _ AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES 2 KIND (�\(1 PI ,�l� a� S r & poa ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW 0 YES R-1�0 V SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS _Q k kA 0 P SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER (1� WATER HEATER: TYPE C�Ck MANUFACTURER DESCRIPTION OF WORK 5 2Q 1 s , ik I)Q e C �j n 0A Non E UNDERSIUNED HEREBY APPLIESA PF -- THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS-LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT,*�, (� 1 DATE /y %0'7 t � VO1. 1877PAGE 31 EXHIBIT B LEGAL DESCRIPTION OF EASEMENT TO BE CONVEYED TO THE TOWN OF SOUTH WINDSOR FOR SIDEWALK PURPOSES ALL THAT CERTAIN PIECE OR PARCEL OF LAND SITUATED IN THE TOWN OF SOUTH WINDSOR,THE STATE OF CONNECTICUT,KNOWN AS PERMANENT SIDEWALK EASEMENT AND DEPICTED ON A MAP ENTITLED "MAP SHOWING LAND AND EASEMENTS TO BE CONVEYED TO THE TOWN OF SOUTH WINDSOR BY DINH HOANG LUU &TRANG THANH NGUYEN- BUCKLAND ROAD- SOUTH WINDSOR, CONNECTICUT", SCALE 1"'=40', DATE: 11/12/03, REVISED 04/29/04,PREPARED BY FUSS &O'NEILL, INC. PERMANENT SIDEWALK EASEMENT SAID LAND IS MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHERLY PROPERTY LINE OF THE PROPERTY OF DINH HOANG LUU&TRANG THANH NGUYEN, SAID POINT BEING 7.09 FEET WESTERLY OF THE RIGHT-OF-WAY LINE OF BUCKLAND ROAD AND ON THE PROPERTY LINE OF LAND NOW OR FORMERLY EVERGREEN WALK, LLC; THENCE RUNNING: S 13' 36' 50"W 149.98 FEET TO A POINT ON THE PROPERTY LINE OF LAND NOW OR FORMERLY EVERGREEN WALK, LLC; THENCE RUNNING N 670 16' 13"W 8.21 FEET ALONG THE SOUTHERLY PROPERTY LINE OF LAND NOW OR FORMERLY EVERGREEN WALK, LLC TO A POINT; THENCE RUNNING N 130 36' 50"E 149.98 FEET TO A POINT ON THE NORTHERN PROPERTY LINE OF LAND NOW OR FORMERLY EVERGREEN WALK,LLC; THENCE RUNNING S 670 16' 13"E 8.21 FEET ALONG THE NORTHERLY PROPERTY LINE OF LAND NOW OR FORMERLY EVERGREEN WALK, LLC TO THE POINT AND PLACE OF BEGINNING; AREA= 1215 SQUARE FEET MORE OR LESS RECEIVED FOR RECO I )a 0 AT ►o- `D A.M . Q�rEO iN MCI - ,(TOWN 6 �� 1• ,� DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# TOWN OF SOUTH WINDSOR Application is reby: BUILDING DEPARTMENT PROVED 1540 SULLIVAN AVENUE Bldg.Permit# F 644-2511 ext. 230 5 Date �Buingpector Application must be printed or typed Location of Job: FFEESCHEDULE�tnD 6 Q� k `� Street No. Street Lot No. Over$1,000= $15.00 per$1,000 Apt.No. or any fraction thereof Tenant Designation APPLICANT L 1�CeC t'r: C APPLICANT ADDRESS APPLICANT PHONE# OWNER M -4- W N SF 'C O ; q OWNER ADDRESS o 021 a C b4 id CIO OWNER PHONE 8 S QS, 9 ..Sr 7 C ESTIMATED COST$ IS THIS A CONTRACT COST? FEE ENCLOSED$ TYPE OF JOB: -,kk NP 5 SO CO _New �tallation _✓Alteration/Addition/Rep air �et3 �0te Revised 4/01/12002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A El RESIDENTIAL BUILDING PERMIT APPLICATION? ElYES ❑NO ❑BUSINESS CURRENT USE AND OCCUPANCY n4 ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY S tirr e_ ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK � s THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE S -71013 (:v --e� FLi�tS'