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HomeMy WebLinkAbout201 EVERGREEN WAY SUITE 235 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Applicatio TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT APPRO 1540 SULLIVAN AVENUE -6� 644-2511 ext. 230 Bldg.Permit# Date Bu ing Inspector In Application must be printed or typed FEE SCHEDULE 0 ' Location of Job: 1 $0-$1,000=$15.00 �4— itt�► wu� S�J� �C 7Lot Over$1,000= Street No. Street$15.00 per$1,000or any fraction thereofTenant DesignationApt. APPLICANT S t?ti+q� <<cT/�1�' APPLICANT ADDRESS /!1 , 4r/�; d4:,oSy APPLICANT PHONE# O W N $Z OWNER �u S M}.. So I G OWNER ADDRESS OWNER PHONE C J ESTIMATED COST$ '-1 *` V 'x IS THIS A CONTRACT COST? k Y11%. es _No FEE ENCLOSED$_ I U 5.[gyp SOR.co TYPE OF JOB: YNew 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 ❑ RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ❑NO LJ BUSINESS ❑ ASSEMBLY CURRENT USE AND OCCUPANCY ) r } ❑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/WHRING METHOD Ft'/Y- A ItAe ` 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 L v ` v P_( D 1ani and xPefr. 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. / 0 3IG3 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLIC P DATE 4Z2 — DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Applica ' is hereby: BUILDING DEPARTMENT C — APP VED 1540 SULLIVAN AVENUE Bldg. Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: F'Tern�amnt $0-$1,000=$15.00 Street Lot No. Over$1,000=$15.00 per$1,000 ;or any fraction thereof gnation Apt.No. APPLICANT /�C�A�',•� �lt�l / 2r ®.Ln l >� C APPLICANT ADDRESS APPLICANT PHONE# O SOW N SFq OWNERl45N/>:�� �dl�fi�SA ce �� — ,OWNER ADDRESS m OWNER PHONE C ESTIMATED COST$ -�1.��1p ►� a U IS THIS A CONTRACT COST? _kfes _No FEE ENCLOSED$ l E6, f �w SOR•C � TYPE OF JOB: 4ZNew 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 ❑RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ 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 9 Q�' p lJA-AT 400�' �i?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. a /4;?—�/z19 CONTRACTORS LICENSE NO. i TYPE STATE SIGNATURE OF APPLICANT /'vr DATES'— DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT Applic TOWN OF SOUTH WINDSOR NR # a BUILDING DEPARTMENT APPR 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 -� Date Building Inspector Application must be printed or typed FEE SCHEDULE ' I `Locattion of Job: F wr4 rrt� t,�e,lk Dlll k 0 a M' - ?0 ►$0-$1,000=$15.00 StreetOver$1,000= II$15.00 per$1,000 S/01 or any fraction thereof gnation Apt.No. APPLICANT cet6 MGG Ga►� str�l c�S APPLICANT ADDRESS 1641 Zroad 6t Qrtford , Cf DGIV - APPLICANT PHONE# 6 GO —V4-3131 OWN S OWNER h Wo, q< OWNER ADDRESS Am JL &q A BgOsT�/ �i / • OWNER PHONE (� 7 y3 7 ' S y�0 S X t� C ESTIMATED COST$ ;i COO • IS THIS A CONTRACT COST? —Yes 2(_No FEE ENCLOSED$ 4,20, TYPE OF JOB: R-Co XNew Installation Alteration/Addition/Repair • Revised 4/01//2002 APPLICATION FOR SPRINKLER PERMIT (continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP�� NO. OF STORIES ❑RESIDENTIAL ❑BUSINESS IS THIS APPLICATION ASSOCIATED WITH A ❑ASSEMBLY BUILDING PERMIT APPLICATION? ❑ YES ❑NO fp MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY FUTURE USE AND OCCUPANCY ❑ STORAGE " ❑MIXED USE ENGINEER'S NAME �/ PHONE (Other please specify) ADDRESS CITY STATE ZIP 1 C> KIND OF INSTALLATION SIZE OF MAIN DRAIN WATER PRESSURE AT STREET(PSI) ARE SPRINKLER HEADS ALTERED? ❑YES gNO IF YES,CHECK ALL THAT APPLY: IF MORE 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) OFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER FLOW WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? ❑YES *0 IF YES,CHECK ALL TH�i APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? TES ❑NO IS A SPRINKLER.SYSTEM PROVIDED? YES ❑NO,/ SPRINKLER SYSTEM MAIN WATER SUPPLY RATING siepm TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK p S3' DS -- I/ 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. a - 16NO Iro la A 3 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE (/ DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is eby: TOWN OF SOUTH WINDSOR 1 jSJ BUILDING DEPARTMENT APP YYD 1540 SULLIVAN AVENUE H 644-2511 ext. 230 Bldg.Permit# Date Building In ector Application must be printed or typed FEE SCHEDULE Location of Job: c.) 3 $0-$1,000=$15.00 F Street Lot No. Over per$1,= -- $15.00per$1,000 or any fraction thereof gnation �_ Apt. No. APPLICANT APPLICANT ADDRESS APPLICANT PHONE# ,F f_T'�� O W N S F,q OWNER OWNER ADDRESS -Sf— T. Oa �, OWNER PHONE /1��✓ C = ESTIMATED COST$ lJ �.� IS THIS A CONTRACT C ST? - res —No o (" � FEE ENCLOSED$ /n S O�� TYPE OF JOB: R C e--Iqe-w Installation —Alteration/Addition/Repair Revised 4/01//2002 i APPLICATION FOR PLUMBING 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 ❑ SEMBLY ❑MERCANTILE ❑EDUCATIONAL FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME , �� PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY � � � � STATE ZIP (Other please specify) TYPE OF INSTALLATION SIZE OF MAIN DRAIN y�� 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 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 / ANUFACTURER �ESCR&101N, OF WORK ol/ THE UNDERSIGNED HER BY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TT'_ - COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. ONTRACTORS LICONSE NO. TYPE STATE SIGNATURE OF APPLICANT / DATE Q _ CREST M ECHAMCAL SERVIM. INC. 1841 Broad Street P.O.Box 340683 TEL(860)724-3431 Hartford,CT 06134-0683 FAX(860)251-7132 Date: � �/4 5_ - Attn: Building Official Re: Application for lumbing Permit Gentlemen: In accordance with Public Act 91-95: This letter authorizes the below named agent to sign the above referenced permit application. 1) Project Name: ��/����jl��� 2) Location: 3) Starting Date: J 4) Licensed Contractor's Name: 5) Licensed Contractor's Trade License No. 6) Name of Agent: 7) License numbers of all contractors involved in the work in applicable: Sincerely, Signature of Company Official if applicable: Signature of Licensed Contractor req ed by Public Act 91-95 Connecticut Ucense Numbdm 391112,203561,F10140 1 R`)f� ( N E�o l q F' ``e'�i APPLICATION FOR BUILDING PERMIT Electric# / /L4 Plumbing# _ _ 235 Evergreen Way Date: -21 ,f HVAC # Sprinkler# 31621 c FINAL APPROVALS — — Estimated Cost $ �( Permit Fee $ `l l Building COMPLETE RED BOXED AREAS / C Engineering Occupancy Fee $ Affidavit j TYPE OR PRINT ONLY Eng. Insp. Fee $ A ppr. for CO. PJF �93 S ► SIGN ON REVERSE SIDE /J Total Fee $ i TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant S Location of Work f rc-A £Cc S,;-Lot No. Applican ' A dress 7 N -.r,sG.,� 64 AN�ersy. M nZ0fC-A_Tel.# '//3aS.3 If Town Mh a(,,, ..t- Zip Lic.# Owner rs;ta 4,a a _Architect v,.. Gr SS 0 4 Owner's Address'3,P4"i Nc v✓�4[y Architect's Address a C res5 S o A , M A Zip '�fA ZP Sq. Ft. New Area: 1 st FI. ;) c q I 2nd FI. 3rd FI. Total New Area Purpose of this permit Mn_11 d' + u iD City Water❑ Wello Septic System❑ Sewer❑ Ins: HO SP Cert. Area Basement Garage Approved by Date?5- Use Group M Construction Type 2c_- Revised 6102 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 to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed c _ DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS CREST NkCHAMCAL SERVICES, INC. 1841 Broad Street P.O.Box 340683 Hartford,CT 06134-0683 r TEL(860)724-3431 FAX(860)251-7132 Date: Attn: Building Official Re: Application f Sprinkler ermit Gentlemen: In accordance with Public Act 91-95: This letter authorizes the below named agent to sign the above referenced permit application. 1) Project Name:J�Mlfy- 50 /�? 3 2) Location: �Vtr, ��1 3) Starting Date: 4) Licensed Contractor's Name: C�� 1'�zC�iGn,Ca av r7 tlid 5 Licensed Contracto r' s � Trade License No. �U/�6) Name of Agent: 1I6 7) License numbers of all contractors involved in the work in applicable: Sincerely, Signature of Company Official if applicable: Signature of Licensed Contractor required by Public Act 91-95 Connecticut License Numbers 391112,203561,F10140 www.crestmechanical.com JUL 11 2005 12: 49PM HP LRSERJE'T 3200 P. 11 • PAGE # 10 LEGEND S - Standard 45 degree elbow QN = Normal flcw discharge E = Standard 90 degree elbow QP = Flow; in; pipe L = Long turn degree elbow D - Pipe inside diameter T = Standard tee L = Pipe length 3 = Butterfly valve F = Fitting equivalence G - Gate valve FT - Fitting type C = Check valve LT - Total length A = Alarm valve PT - Total node pressure D - Dry pipe valve P5 = Pressure friction loss k = Delage valve PE = Pressure elevation lose P = Pre-action valve K = Sprinkler K-factor F = Back flow preventer V = Velocity F,x = Constant pressure x in PSI C = C-factor for fitting F PV = Velocity pressure - ----'---------- ----- SIGNIFICANT HYDRAULICAL• NOTES: Maximum velocity of 16.34 FT/SEC at pipe 16 Most remote sprinkler ^a rode 19 JUL 11 2005 12 49PM HP LHSERJET 3200 P. 10 JOB NAME JASN_INE SOLA 153 PAGE # 9 FILE; C \FireAcad\CALL\jasminesolal53 .mdb PIPE NODE FLCW DIA. LENGTH FRICTION PRESSURE No No GPM IN. FT PSI/FT PSI ------- - -----�------------ ---- co o- o-_ 41 QN=O 0 I.=32 5 PT=36.32 K 41 D-4.2EO F=13 2 0 Oil PF=C.49 V=4 64 42 QP-206 1 FT=E PE=0.00 C-120 00 - L,T=4 5.? -3661 Pv=0 ------------------- ------------------------- ---------=------ 42 QN-O 0 L-6.0 PT-36.61 K=0.00 42 D=6.357 F=75.4 0 002 PF=0.12 V-2 .08 FT-TAE PE=2 49 C=120 00 43 QP=206.1 LT=81 4 PT=39 42 Pv=0.03 43 QN=0 0 ----------��5. �---------------- --P^=39-42----K=O.,_v- 43 D-6 357 F=0.0 0.000 PF=2 .00 V=2.08 FT=F,2 PE=O 87 C=12C OC 44 QP=206 1 LT=5 G PT=42 29 Pv=G.C3 ------ ---------------- � ---- - -- 44 ¢N=0.0 L-300.0 PT42.29 K=O CO 44 D=B 390 F=91.5 O.COC PF=O 12 V=1.20 FT=ETG PE=3 46 C-140 00 45 QP=206.1 LT-391 5 PT=45 87 Pv=O 01 ------------------------------------------------------------ JUL 11 2005 12: 48PM HP L_ASERJET 3200 P.9 JOB NAME JASMINE SOLA 153 PAGE 4 8 F=LE, C:\PireAcad\CALC\jasminesolal53 .mdb PIPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No No GPM IN. FT. PSI/FT. PST -----_--------------------------------------- 32 QN=0 0 L 3 9 PTa23 .41 K=0 00 J1 D=1 380 F=0.0 0.189 PF=C 74 V-10 76 FT-0 PE-C 00 C=120 00 33 QP=50 2 LT=3 .9 PT-24.15 Pv=0.78 ---------------------------------- ------------- ------------- 33 QN=0 0 L-4 .3 PT-24.15 K=0 .00 32 D=1.610 F=0.0 0 191 PF=0.8- V=11.92 ?T-0 PE=0.00 C=120 00 34 QP=75 7 LT=4 .3 PT=24 95 Pv=0.96 -------------------------------------------------------------- 34 QN-0.0 L-3 6 PT=24 .96 K=0.00 33 D=1 610 F=0. 0 0.191 PF=0 .69 V-11. 92 FT=O PE=O 00 C=12C 00 35 QP-75 7 LT=3 5 PT-25 65 Pv=O ;6 --------------------------------------------------------------- 35 QN-0 0 L-4.0 PT=25 65 K-0 00 34 D=1 610 F=4.0 0.335 PF=2 .67 V-16.14 FT-E PE-0. 00 C=120.00 36 QP=102.4 LT=8 0 PT-28 33 Pv=1 75 ------------------------------------------------------------------ 36 QN=0.0 L=2. 0 PT-28 33 K=0 00 35 D=1 610 F-8 0 0 335 PF=3.35 V=16 14 FT=T PE-0 87 C=120 00 37 QP=102 4 LT=10 0 PT=32 .54 Pv=1 75 ------------------------------------------------------------------- 18 QN=0 0 L=13 9 PT=32 37 K=0 00 36 D-4.260 F=42 2 0. 003 PF=0.17 V=2 33 FT=BT PE=O 00 C=120 00 :37 QP=103 .7 LT-56.i PT=32.54 Pv=0.04 - ----------------- ---- -oo-- :37 QN=0.0 L=48 5 DT=32 .54 K-O 37 D=4 260 F=13 2 0 Oil PF=O 66 V=4 64 FT=E PE=0 .00 C=120 00 38 QP-206.1 LT-61 7 PT-33.20 PV-0.14 - :38 QN=0 b L-189' 8 PT=33.20 K� --0 00 38 D=4.260 F=13 .2 0 0_1 PF=2 17 V=4.64 FT=E PE=0.00 C-120 00 :39 QP=206.1 LT-203.0 PT=35.37 Pv-0 14 -- :39 QN-0 0 L=26.2 PT=35.37 K=0 00 J9 D=4.260 F=13 .2 0 011 PF=D.42 V=4 .64 rT=S' PE=D.00 C=120 00 410 QP=206.1 LT-39.4 PT=35.79 Pv=O 14 ------ ----- -o----------- ---- .'36.5 PT=35 79 K=0.00 ----------------- ---- -- `10 QN`o 40 D-4.260 F=13 .2 0.011 PF=0 53 V=4.64 FT-E PE-0.00 C=120 00 ------ E1--------206-1-------------LT-49-------------------PT=36-32------0�14-- JUL 11 2005 12: 47PM HP LRSERJET 3200 P.8 JOB NAYE: JASMINE SOLI► 153 PAGE 4 7 ZIU: C \Fi.reA_cad\CALL\-asminesvlal53 .mdb PIPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No. No GPM IN FT PSI/:T PSI -------- �2 i pT=21 37 K=S 50 - ------------------ ---- '-- 22 QN=25.4 L D=1.049 F-2 0 0 204 PF=O 83 V=9 44 FT=E PE=-0 90 G120 00 23 60 ------ -----------4--------------LT-a-1------------------PT=21�30------O----- 23 QN=0. 0 L-2 3 PT=21 .30 K=0 00 22 E=1.049 F=2 .0 0 204 PF-C.88 V=9.�-4 FT=E PE=0.00 C-120 00 24 QP-25.4 LT-4.3 PT=22.18 Pv=0 .60 ------ -------_-------------------------------------------------------------- 24 QN=O 0 L-C.� PT=22.18 K-0.00 23 D=1 049 F=5.0 0 205 PF=:. 09 V=9.44 FT=T PE=O 14 C=12G 00 32 QP=25 4 LT=5.3 P7=23 .41 PV-0.60 23 Q1V=25 4 - ---L=�-i------------------P'"-21 37----�_�:co-- 24 D=1 049 F=2 .0 7.204 PF=O 83 V=9 44 FT=E PE=-0 90 C=120.00 25 QP=25 .4 LT=4 1 PT=22. 30 Pv=O 60 26 QN=0 0 --------L'S-9------------------'PT=21 30 K0.00 - ---- = -- 25 D=1 049 F-2 0 0 204 PF=1.62 V=9.44 FT=E PE=0.00 C=120. 00 27 QP=25.4 LT=7.9 PT=22 92 Pt►=0 60 ------------------------------------------------------------------- .27 QN=O 0 L=0 3 PT=22 .92 K=0 00 26 D-1.049 F=5 0 0 204 PF=1 09 V-9 44 FT=T PE=O 14 C=120 00 33 QP=25.4 LT=5 3 PT=24 15 Pv=0.60 -------------------------------------------------------------- :28 QN=26 2 L-2 - PT-23 70 K=5 50 27 D=1 049 F=2 0 01 225 PF=0.92 V=9 94 FT-E PE=-0. 90 C=120 00 :29 QP=26.8 LT=4 1 PT=23 . 71 Pv=O 67 ---------------------------------------------------------------- '9 QN=O 0 L=0 7 PT=23.71 K=0.00 28 D=1 049 F=2.0 0.225 PF=C.60 V=9 94 FT=E PE=C.00 -2=120 00 :30 QP=25. 8 LT=2 .7 PT-24.31 Pv-0.67 ------------------------------------------------------------------- :30 QPT-0 0 L=0 .3 PT-24.31 K=0 00 29 D=1 049 F-5.0 0 225 PF=1.20 V=9 94 FT=T PE-0 14 C=120 .00 :35 QP=26 8 LT=5.3 PT=25.65 PV-0.67 ------------------------------------------------------ --- ----------- :31 QDT=0 0 L=2.7 PT-22 88 K-0.00 30- D-1.049 F=0.Q 0 .i95 PF=O 53 V=9.21 FT=O PE=O ^0 C=120. 00 32 QP=24 8 LT=2. 7 PT=23 41 :V=0.57 ------------------------------------------------------------- JUL 11 2C05 12: 46PM HP LRSERJET 3200 p-7 JOB NAME: JASMINE SOLA 153 PAGE FILE: Cs\Fi=eAcad\CALL\:-asminescla153 mdb PIPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No No GPM IN. FT PSI/FT. PSI „ ---- - -------------------------------------- QN=0. 0 L-2 7 l� PT=23 .22 K=0.00 =� D-1.049 F=2 0 0 220 PF=1 03 V=9 84 FT=E PE=0 00 C-120 00 1 QP=26 5 LT=4 7 PT=24 .--5 Pv=O 65 - - ------ '� 3 PT=24.2s K=0.00 - -----------------� --- -- 12 QN=O 0 L 12 L=1.049 F-5 .0 0 220 PF=1 I& V-9 84 FT=T PE=0.14 C=120 .00 ------16-------- 5 --- --------------LT PT=25 0 65 ---------------------- --------- - -- 13 QN=0 0 L=7.5 PT=22. 87 K=0.00 '-3 D=1.049 F-0.0 0.207 Pr^=1.55 V=9.50 FT-0 PE-0 00 C-12' 00 14 QP=25.6 LT=7.5 PT-24 42 Pv-0.61 - ---------------- - ----- ------------ --•-- -- 14 QN=0.0 L`2 6 PT_24 42 K-O.CC 14 D=1.380 F-0 0 0.200 PF=O 53 V=11.1C rT=O PE=O 00 C=120 OC 15 QP=51 ? LT=2.6 PT=24 95 Pv=O 83 ------------------------------------------------------------ 15 QN=0.0 L=3.2 FT=24.93 K=0 00 15 D-1 610 F=0 0 0. i98 Pr^=0 63 V=12 16 FT-0 FE=O.OG C=120 00 16 QP-77.2 LT=-, 2 PT=25 58 iv=1 00 ----------------------------------------------------------- 16 QN-C 0 L-3 3 PT=25 58 K-0.00 16 D=1.E10 F=4.0 0 342 PF-2 51 V=16 34 FT=E PE=0 .00 C-120 00 17 CP=103 .7 LT-7 3 PT-26 08 Pv=1 80 QN=0.0 ----L=2-O------------------�T�"e9 Og-- --�-0-00-- 17 D=1 510 F=8 0 0.342 PF=3 .42 V-16 34 QP=103.7 FT T PE=G.87 C=120 00 L LT-10 0 PT=32.37 Pv=1 80 ------ ---- - --------------- �-i PT=2�J.3? K=5 50 ------------------ ---- - -- ''-8 :19 QP7=24 8 L- D-1 049 F=2 .0 - 0 195 PF-0.8,. V-_ 9 21 FT=E PE=-0 90 C=120.00 ?0 QP=24 8 LT=4 .1 - PT-20.22 Pv-_ G. 57 ---- ------------------• ---- Jo-� -- :'.0 QN=O p L=8.5 PT=20.22 K- 19 D=1 .049 F=2.0 0.195 PF-2.05 V=3.21 FT-2 PE=O 00 C=120.00 21 QP=24.8 LT-10.5 FT=22 28 Pv=0.57 .:1 QN=0 p -------------------------------------- ---------------- QN-0 0 D=1 049 F-2.0 0.195 PF=O 45 V=3.21 FT=E PE=O 14 C-120 00 7i QP=24 8 LT-2 3 PT-22.88 Pv=O 57 JUL 11 2005 12: 46PM HP LRSERJET 3200 P.6 JOB LVA1 E JASMINE SOLA 153 PAGE # 5 FILE C: \FireAcad\CALL\jasmineso2al53 mdb PIPE NODE FLCW DIA. LENGTH FRICTION PRESSURE No No. GPM IN. FT PSI/FT. PSI ---------- ag i PT=21.65 K=5.50 - ------------------ ---- -- 1 4N=25 6 L 1 D=l 049 F=2 .0 0.207 PF=0. 84 V=9.50 FT=E PE=-0.90 C=120.00 QP 25 6 LT 4 ------------- - - - -------------- - -I S9 ----------------------- ------------ 2 QN=0.0 L=1.2 PT=21.59 K=0 00 2 D=1 049 F=2 .3 0.207 PF=O 65 V=9.50 FT-E PE=O 00 C=120.00 ------3 25 --------- -6-----------------3-1 22 24 a1 -------------------- - ----- 0_ -- 3 QN-0 0 L=0.3 PT=22 24 K=O.CG 3 D-1 049 F-2 .0 0.207 PF=O 48 V-9.50 FT=E PE=O 14 C=120.00 13 QP=25 6 LT=2.3 PT=22 87 PV-0.61 4 ------ -i PT=22 5y K-5 5 ------------------ ---- - �-- QN=26.1 L=2 4 D=1 049 F=2.0 0.215 PF=O 88 V=9.71 FT=E PE=-O 90 C=120.00 5 4 1 PT=22 56 0 63 ------------------------------ - ------------------ - ----- - ------ -- 5 QN=O 0 L-0 7 PT=22 56 K-0.00 5 D-1.049 F=2.0 0 215 PF=0 57 V-9.71 FT=E PE=0 .00 C=120 00 6 QP=26.1 LT=2.7 PT-23 .13 PV=0.63 ------------------ ---- -- .5 CN=O.0 L=0.3 pT=23 .13 K=O 00 6 D=1.049 F=5.0 C 215 PF-1.15 V=9 71 FT-T 0E'=0 14 C=120 00 14 QP-26 i LT=5 3 PT=24 42 PV-O 63 ----------------------------------------------------------- 7 QN=25.4 L=2 1 PT=21.37 K=5 50 7 D=1 049 F=2 0 0 204 PF-C .83 V=9 44 FT=E PE=-0.90 C=120 00 8 QP=25.4 LT-4 .1 PT-21.3C PV-0 .60 -- 13 QN=0 0 L=9.8 PT=21.3C K=0 00 8 D-1.049 F=2 0 0 204 PF=2.41 V=9.44 FT-E PE=0.00 C=120 .00 `3 QP=25 4 LT=11.8 PT=23. 72 Pv-0 .60 -------------------------------------------------------------- =3 QN=0.0 L=0:3 PT=23. 72 K-0 00 9 D=1 049 F=5.0 0.204 PF=1.09 V=3 .44 FT=T PE=O 14 C=120 00 ._5 QP=25.4 LT-5.3 PT=24 . 95 PV=0.6� ------L=2-i PT=23 .23 -----------------` ---- �.0 QN=26.5 K-5.50 10 D-1 049 F=2.0 0 220 PF=0.90 V=9.84 FT-E PE=-0 90 C=120 00 3.1 QP=26.5 LT-4 1 PT=23 22 Pv=0.65 JUL 11 2005 12: 45PM HP LRSERJET 3200 P,5 PAGE 4 4 CREST MECHARICA-L CONTRACTORS SPRINKLER SYSTEM ANALYSIS (IMPERIAL) JOB NAME JASMINE SOLA 153 FILE: C:\F4-reAcad\CALC\jas-nine6ola153.tndb NODE ELEVATION PRSSSURE DISCHARGE WASTAGE FT. PSI GPM % ------------------------------------------t--------- 1 11,0 21.65 25.6 3 2 2 13 1 21 59 3 13 1 22 24 4 11 0 22.59 26.1 5,4 5 13 .1 22.56 5 13 1 23 13 7 11 0 21 37 25.4 2 5 a 13 .2 21.30 9 13 .1 23 72 10 11 .0 23 23 26.5 6.9 11 13 1 23 ,22 12 13 1 24 26 13 12 .8 22 87 14 12 .8 24 42 15 12 6 24.95 16 12 8 25 58 17 12 .8 28 08 18 10 8 32.37 19 11.0 20.33 24. 8 0 0 20 13.1 20 22 21 13.1 22 28 22 11.0 21 37 25 4 2 5 23 13.1 21.30 24 13 .1 22 .18 25 11.0 21.37 25 4 2 5 26 13 1 21.30 27 13.1 22 .92 28 11 0 23.70 26.8 8 0 29 13 1 23.71 30 13.1 24.31 31 12 8 22. 88 32 12 8 23 41 33 12 8 24.15 34 12 .8 24.96 35 12.8 25.65 36 12 8 2B.33 37 10 8 32.54 38 10 8 33.20 39 10.8 35.37 40 10.8 35.79 41 10 8 36 32 42 10.8 36.81 43 5.0 39 42 44 3 0 42 .29 45 -5 0 45 87 250.0 HOSE . JUL 11 2005 12:45PM HP LRSERJET 3200 p,4 J� � o � i f I (� ,i.I �r�' -•• .." '��fi+ r.ram., .�i1 1 -_ 1 1 - � (I+ �I 1 1 J'. ia 5 {Y ! _i ;}� �r �a s 1 30, r...Fl 4! .12 hl , ;f It ibf R t i r., . ---,880urce Supply ------------ 114 i1 rff.� � I P ui , �I + I ------------- i� t4" 1�.,� 1 • f {a JUL 11 2005 12: 41PM HP LRSERJET 3200 p. 2 SPRINKLER SYSTEM ANALYSIS (IMPSRIAL) CALCULATIC14 41 Contractor : CREST MECHANICAL CONTRACTORS Company Address:1641 BROAD STREET HARTFORD, CT 06134 PAGE: 1 OF 10 DATE 07 11 2005 JOB NAME : JASMINE SOLD. 153 ADDRESS THE SHOPS AT EVERGREEN WALK SOUTH WILIDSOR, CT SUITE 4235 Description:FIRE PRCTECTION PLAN DESIGNER RICHARD HOCTON Authority . CONTRACT #' REP TO DRAWING 4SP-1 HAZARD DESCRIPTION: ORD.GP II CALCULATION CRITERIA: - TOTAL AREA : 1500 0 SQ.FT. DENSITY ; 0.200 US,PM/SQ FT Max.AREA/SPRINKI,BR : 124 0 SQ.FT. # OF SPRINKLER : 8 Min. Safety : 0 PSI SYS7EM REQUIREMENT:- Node System Hose Hydrant Tctal Press,.ve GPM GPM GPN: GPM PSI 45 206 13 0.00 250 00 456.13 45 87 SOURCEI INFORMATION:- SUP:?LY STATIC PRESSURE RESIDUAL PRESSURE RESIDUAL FLOW 45 72 00 PSI 52 .00 PSI 920 0 GPM FIRE PUMP RATING PUMP PRESSURE FLOW SPRI14ELER K= 5.50 OVERHEAD PIPE C= 120 UNDERGROUND C- 140 TOTAL SAFETY = 20 67 PSI Below Supply FILE C \FireAcad\CALC\jasmiresola153 .,ndb J,UL 11 2005 12: 49PH HP LRSERJE7 3200 P. 11 PAGE # 10 , L$GENE S = Standard 45 degree elbow QU = normal flow discharge E = Standard 90 degree elbow QP = Flcw; in; pipe L - Long turn degree elbow D - Pipe inside diameter T = Standard tee L = Pipe length a = Butterfly valve F - Fitting equivalence G - Gat- valve FT = Fitting type C = Check valve LT - Total length A = Alarm. valve PT - Total node pressure D = Dry pipe valve PF = Pressure friction loss h = Deluge valve PE = Pressure elevation loss F = Pre-action valve K = Sprinkler K-factor F = Back flow preventer V = Velocity F,x = Constant pressure x _n PSI C = C-Factor for fitting F PV = Velocity pressure --------------------------------------------------------------- ----- SIGNIFICANT HYDRAULICAL NOTES: Maximum velocity of 16.34 FT/SEC at pipe 16 Most remote sprinkler a rode 19 JUL 11 2005 12:49PM HP LRSERJET 3200 P. 10 PAGE # 9 JOB NAME JASVINE SOLA 153 FILE; C \FireAcad\CALL\jasminesolal53 .mcb PIPE NODE FLCW DIA. LENCOTH FRICTION PRESSURE DTo No GPM IN. FT PSI/FT. PSI 41 QN=O 0 L=32 .5 PT=36.32 K=0-00 41 D=4.260 F=13 2 0 Oil PF=C 49 V=4 64 FT=E PE=0.00 C-120 00 42 QP-206.1 LT=45.7 PT-36.61 PV-0 14 ------------------------------------------------------------------------------ 42 QN-O 0 L=6.0 PT-36.81 K=0.00 42 D=6.357 F=75.4 0 002 PF=0.12 V=2.08 FT=TAE PE=2 49 C=120.00 43 QP=206 1 LT=81 4 PT=39 42 Pv=0.03 -------------------------------------------------------- - - ---- --------------- 43 QN-0 0 L-5. 0 P^_=39 42 K=0.G0 43 D-6 357 F=0.0 0.000 PF=2 .00 V=2.C8 FT=F, 2 PE=O 87 C=12C 00 44 QP=206 1 LT=5. 0 PT-42.29 Pv=C.C3 ------------------------------------------------------------------------------ 44 QN-0 .0 L-300.0 PT=42.29 K=0 CO 44 D=8 390 F=91.5 Q.COC PF=O 12 V=1.20 FT=ETG PE=3 46 C-140.00 45 QP=206.1 LT=391 5 PT=45 87 Pv=0 01 ------------------------------------------------------------------------------ JUL 11 2005 12: 48PM HP LHSERJET 3200 P.9 PAGE 4 8 JOB NAME: JASMINE SOLA 153 FILE, C:\FireAcad\CALC\jasmineeolal53.mdb PIPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No No GPM IN. FT. PSI/FT. PSI ----------------------------------------- ------------------------------------- 32 QN-0 0 L-3 9 PT-23 .41 K=0 00 31 D=1.380 F=0 0 0.189 PFzZ' 74 V-10 78 FT-0 PE-C.00 C=120.00 33 QP=50 2 LT=3 .9 PT-24.15 Pv=O.'8 -----. a-� L=4 .3 PT-24.15 8- ---------------- ------------------ ---- vo-o -- 33 QN= 32 D=1.610 F=0.0 0 191 PF=0.81 V=11.92 FT=C PE=0.00 C=120.00 34 QP=75 7 LT=4 .3 PT=24. 96 Pv=0.96 ------------------------------------------------------------------------------ 34 QN-0.0 L-3 0' PT-24 .96 K=0. 00 33 D-1 610 F=O. 0 0.191 PF=0 .69 V=11.92 FT=O PE=O 00 C=12C OC 35 QP-75 7 LT=3 6 PT=25 65 Pv=0.96 ------------------------------------------------------------------------------ 35 QN-0 0 L=4.0 PT=25 65 K-0 OC 34 D=1 610 F=4.0 0.135 PF=2.67 V-16.14 FT-E PE-0.00 C=120.00 36 QP=102.4 LT=8 0 PT-28 33 Pv=1 75 ------------------------------------------------------------------- ----------- 36 QN=0.0 L=2. 0 PT-28 33 K=0. 00 35 D=1 610 F-8 0 0 335 PF=3.35 V=16 14 FT=T PE-0 87 C=120 00 37 QP=102 4 L^=10 0 PT-32 54 Pv=1 75 ------------------------------------------------------------------------------ 18 QN=O 0 L=13 9 PT=32 37 K=0 00 36 D=4.260 F=42 2 0. 003 PF=0.17 V=2 33 FT=BT P:-:=O 00 C=120 00 .37 QP=103 .7 LT=56.1 PT=32.54 PV=0.04 ------------------------------------------------------------------------------ 37 QN=0.0 L-48 5 PT=32 .54 K=0 00 37 D=4 .250 F=13 2 0 Oil PF=O 65 V-4 64 FT=E PE=C .00 C=120 00 :38 QP=206.1 LT=61 7 PT-33.20 PV-0.14 ------ ------------------------------------------------------------ ------------ :38 QN-0 0 L-189' 8 PT=33.20 K=0 00 38 D=4 .260 F=13 .2 0 0_1 PF=2 17 V=4 .64 FT=E PE-0.00 C=120 00 :39 QP-206 1 LT-203 .0 PT=35.37 Pv=O 14 ------ ----- -O L=26.2 PT=35.3i K-Q --- ------------- ----------------- ---- -Ob-- :39 QNiO � 39 D=4.260 F=13 .2 0 oil PF=0.42 V== .64 FT=E PE=0.00 C=120 00 40 QP=206.1 LT-39.4 PT=35.75 Pv=O 14 'EO QN-0 0 L-36.5 PT=35 79 K=^.OD 40 D-4.260 F=13 .2 0 .011 PF=0 53 V=4 64 FT-E PE-O 00 C=12C DO 41 QP=206 1 LT=49.7 PT=36 32 Pv=O 14 ------ ----------------------------------------------------------------------- I J.UL 11 2005 12: 47PM HP LRSERJET 3200 P.8 PAGE 4 7 JOB NAME: JASMINE SOLA 153 FILE: C:\FireAcad\CALL\=asminesola153 r.1db P;PE NODE FLOW DIA. LENGTH FRICTION PRESSURE No No GPM IN FT. PSI/FT PSI ------------------------------------------------------------------------------ 22 QN=25 4 L=2 1 PT-21 37 K=5 50 21 D=1.049 F=2 0 0 204 PF=O 93 V=9 44 FT=E PE=-L 90 C=120 00 23 QP=25.4 LT-4.1 PT-21 .30 Pv=O 60 ------------------------------------------------------------------------------ 23 QN=O 0 L-2 3 PT=21 .30 K=0 00 22 L=1.049 F=2 .0 0 204 PF=0.88 V=9 4(A FT=E PE=0.00 C-120 00 24 QP-25.4 LT-4.3 PT=22.18 Pv=O 60 24 QN=O 0 L-C.- PT=22.18 K-0.00 23 D=1 049 F-5.0 0 204 PF-1 09 V=9.44 FT=T PE=O 14 C=120 00 32 QP=25 4 LT=5.3 PT-23 ,41 Pv-0.50 -- ----2j-----Q.V=25-4---------------L=2-i------------------P'T=22 37----�=S-cQ-- 24 D=1 049 F=2 .0 0.204 PF=O 83 V=9 44 F'T=E PE=-0.90 C=120.CO 25 QP=25 4 LT=4.1 PT=21.30 Pv=O 60 ----------------------------------------------------------•-------------------- 26 QN=0 0 L-5 9 PT-21 30 K=0.00 25 D=1 049 F=2 . 0 0 204 PF=1 .62 V=9 44 FT=E PE=0.00 C=120 00 27 QP=25.4 L'_"=7.9 PT=22 92 Pv=O 60 ------------------------------------------------------------------------------ .27 QN=O 0 L=0 3 PT=22 92 K=O 00 26 D=1 .049 F=5.0 0 204 PF=1 09 V-9 44 FT=T PE=O 14 C=120 00 :33 QP=25.4 LT=5 3 PT-24.15 Pv=0.60 ------ ----------------------------------------- ------------------------------- :Z8 tiN=26 8 L=2 -- PT=23.70 K=5 50 27 D=1.049 F=2 0 ;: 225 PF=0.92 V=9 94 FT-E PE=-C 90 C=120 00 29 QP=26.8 LT=4 1 PT=23.71 Pv=0 67 ------------------------------------------------------------------------------ :29 QN=O 0 L=0 7 PT=23.71 K=0.00 28 D=1 049 F=2 0 0 225 PF=C.60 V=9 94 FT=E PE=C.CC 2=120 00 :30 QP-26. 8 LT=2.7 PT=24.31 Pv-0 67 ---------------------------- --------------------------------------------------- :30 QN=0 0 L=0 .3 PT-24.31 K-0 00 29 D=1.049 F-5.0 0 225 PF=1.20 V=9 94 FT=T PE-0 14 C=120.00 :15 QP=26 8 LT=5.3 PT=25.65 Pv-0.67 ------ ------------------------------------------------------------ ----------- 31 QN=O 0 L=2.7 PT-22 88 K-0.00 3-0 D-1.049 I'=0. 0 .295 PF=O 53 V=9.21 FT=O PE=O.C0 C=120. 0'0 J2 QP=24 8 LT=2. 7 P-=23 41 Pv=O 57 ------ ----------------------------------------------------------------------- JUL 11 2005 12:46PM HP LRSERJET 3200 p.7 PAGE # 6 JOB NAME: JASMINE SOLI, 153 FILET: C:\FireAcad\CALF\--asminescla153 rrdb PIPE NOBS FLOW DIA. LENGTH FRICTICN PRESSURE No No GPM IN. FT PSI/FT. PSI ---------------------------------------7-------------------------r------------- PT 23 22 K=0 00 11 D=1.049 F=2 0 0 220 PF=1 03 V=9 84 FT=E PF- 0.> C=120 00 12 QP=26 5 LT=4 7 PT=24 .25 Pv=O 65 ------12---- ------O------------------ -3 - 2 K-0 00 ----------------- --- -- ----- - -- 12 L'=1.049 F=5 .0 0 220 PF=1.18 V=9.84 FT=T PE=O 14 C=120.00 16 QP=26 5 LT=5.3 PT=25. 58 Pv=O 65 ------------------------------------------------------------------------------ 13 QN-0.0 L=7.5 PT=22. 87 K=0.00 ?3 ;=1.049 F-O." 0.207 PF=1 55 V=9.50 FT=O PE-0 00 C-12C.00 14 ,QP=25 6 LT=7.5 PT-24 42 PV-0.61 --------------------------------------------- ---------------------- -- ----- -- 14 QN=O 0 L=2.6 PT=24 42 K=O.CC 14 D=1 380 F=0 0 C.200 PF=O 53 V=11.1C FT=O PE=O 00 C=120.00 15 QP=51 7 7-jT=2.6 PT=24 95 PV=O 83 ------------------------------------------------------------------------------- 15 Q2v'=0 0 L-3.2 PT=24 95 K=0 00 15 D-1 610 F=0 0 0. i98 PF=O 63 V=12 16 FT-0 PE=O 00 C=120 00 16 QP-77.2 .LT=? 2, PT=25 58 r'v-1 OC ------------------------- ----------------------------------------------------- 16 QN=C 0 L=3 3 PT=25 58 K-0 00 16 D=1.610 F=4 0 0 342 PF-2 51 V-16 34 FT=E PE=0 .00 C=120 00 '17 QP-1C3 .7 LT=7 3 PT-26.08 Pv=1 80 ------ -------------------------------------------------------------- ---------- .17 QN=0.0 L=2 0 PT-25 08 K=C 00 17 D=1 510 F=8 0 0 342 29=3 42 V-16 34 FT=T PE=O 87 C=120 00 :18 QP=103.7 LT-10 0 PT-32.37 Pv=1.80 --------------------------------------------------------------------- ---------- :19 017=24 8 L=2.1 PT=20.33 K=5.50 18 D-1 049 F=2 0 0 195 PF=0.8C V=9 21 FT-E PE=-0.9C C=120.00 20 QP=24 8 LT=4 1 PT=20.22 Pv=O 57 -------------- --- --------------------------------------------------------------- :'.0 QN=O 0 L=8.5 PT=20.22 K 00 19 D=1 . 049 F=2.0 0 .195 PF-2.05 V=3.21 FT=E PE=O 00 C=120 00 21 QP=24.8 LT-10 5 PT=22 28 Pv=C 57 QN-0 0 L=0.3 PT=22 .28 K=0.00 20 D=1 049 F-2.0 0.195 PF=O 45 V=9 21 FT-E PE=0 .14 C-120 00 3 QP-24 8 LT-2 3 PT=22 68 PV=O 57 JUL 11 2005 12:46PM HP LRSERJET 3200 p.6 PAGE # 5 JOB NAME JAS14INE SOLA 153 FILE, C \FireAcad\CALC\jasminesolal53 mdb PIPE riODE FLCW DIA. LENGTH FRICTION PRESSURE No No. GPM IN. FT PSI/FT PSI ------------------------------------------------------------------------------ 1 QN=25. 6 L-2 1 PT=21.65 K=5 50 1 D=1.049 F=2 .0 0.207 PF=O 84 V=9.50 FT=E PE=-0.90 C=120 00 2 QP=25 6 LT-4.1 PT=21.59 Pv=O 61 ------------------------------------------------------------------------------ 2 QN=0.0 L=1.2 PT=21.59 K=0.00 2 D=1.049 F=2.3 0.207 PF=O 65 V=9.50 FT-E PE=0.00 C=120. 00 3 QP=25 6 LT=3 1 PT=22 24 Pv=0.6.1 ------------------------------------------------------------------------------ 3 QN-0 0 L=0.3 PT-22 24 K=C.CC 3 D-1 049 F-2. 0 0.207 PF=O 48 V=9.50 FT=E PE=O 14 C=12C 00 13 QP=25 6 LT=2 .3 PT=22 87 Pv=0. 61 ----------------------------------------------------------------------- ------- 4 QN=26.1 L=2 1 PT=22 59 K-5 50 4 D=1 049 F=2 0 0.215 PF=O 88 V=9.71 FT=E PE-0 90 C=120. 00 5 QP-26.1 LT=4.1 PT=22 56 Pv=O 63 ------------------------------------------------------------------------------ 5 QN=O 0 L-0 7 PT=22 56 K-0. 00 5 D=1.049 F=2.0 0 215 PF=O 57 V=9 71 FT-E PE=O 00 C=120 00 .5 QP=26.1 LT=2.7 PT=23 .13 Pv=0.63 ------------------------------------------------------------------------------ '5 QN=O.0 L=0.3 PT=23.13 K=0 00 6 D=1.049 F=5.0 C 215 PF=1.15 V=9 71 FT=T ?R=3 14 C=12 0 00 '14 QP=26 1 LT=5 3 PT=24 42 Pv=0 63 ------ ------------------------------------------------------------------------ '7 QN=25.4 :j=2 1 PT=21.37 K=5 50 7 D=1 049 F=2 0 0 204 PF=C .83 V=9 44 FT=E PE=-0.90 C=120 00 13 QP=25 4 LT-4 .1 PT-21.3C Pv=0 60 ----------------------------------------------------------------------------- -- S QN-O 0 L=9 8 PT=21.3C K=0 00 8 D-1 049 F=2 0 0 204 PF=2.41 V=9.44 FT=E PE=0.00 C=120 .00 !3 QP=25 4 LT=11.8 PT=23.72 Pv-0 60 ------------------------------------------------------------------------------- 9 QN=O 0 L=0:3 PT=23 72 K=0 00 9 10=1.049 F=5.0 0.204 PF=1 09 V=9.44 FT=T PE=O 14 C=120 00 ..5 QP=25.4 LT-5.3 PT=24 95 P-V=0.63 :.0 QN=26.5 L=2.1 PT=23 23 K-5.57 10 D-1 049 F=2 C 0 220 PF=0.90 V=9 84 FT-E PE=-0 90 C=120 CO 7]. - T 2� QP-26 5 L��4 1 PT=23 2 Pv=0.55 ---------------------------------------------------- -------------------------- JUL 11 2005 12: 45PM HP LRSERJET 3200 P.5 PAGE ## 4 CREST MECHANICAL CONTRACTORS SPRINKLER SYSTEM. ANALYSIS (IMPERIAL) JOB NAME JASMINE SOLA 153 FILE C:\FireAcad\CALC\jas-nineeola153.mdb NODE ELEVATION PR.3SSURE DISCHARGE WASTAGE FT PSI GPM % 1 11.0 21.65 3 2 2 13 1 21 59 3 13 1 22 24 4 11 0 22.59 26.1 5 4 3 13 .1 22 56 5 13 1 23 .13 7 11 0 21 37 25.4 2 5 8 13 .2 21 30 9 13 .1 23 72 10 11.0 23 23 26.5 6.9 it 13 1 23 22 12 13 1 24 26 13 12.8 22 87 14 12 6 24 42 15 12 6 24.95 16 12.8 25 58 17 12 .8 28 08 18 10 8 32 .37 19 11.0 20.33 24. 8 0 0 20 13.1 20 22 21 13.1 22 28 22 11.0 21 37 25 4 2 5 23 13.1 21.30 24 13 1 22 .18 25 11.0 21.37 25 4 2 5 26 13.1 21.30 27 13 .1 22 .92 28 11 0 23.70 26. 8 8.0 29 13 1 23 .71 30 13 .1 24 .31 31 12 8 22 88 32 12 8 23 41 33 12 8 24.15 34 12 .8 24.56 35 12 8 25.65 36 12 8 28.33 37 10 8 32.54 38 10 8 33.20 39 10 8 35.37 40 10 8 35.79 41 10 8 36 32 42 10.8 36.81 43 5.0 39 42 44 3 .0 42 .29 45 -5 .0 45 87 250.0 HOSE JUL 11 2005 12: 45PM HP LASERJET 3200 p.4 0 IF ,: ,. 1 I• r ..I q f _I r t ! - it I, �Hu. M.M. ..I ' :��� 3L •�iNf- ,, 1 .;�c�1��4 �T i1� ��. � `� f�l, � y:,'^� 1�.-_ `� � .. :I �� �' 1- -�' ', d 1 f I ,i. �j t� , �'�a.ra ,t. i� 1•:. �L.a. I _I, �-�:'' _ '� ��•` IF;�. i; a It 1 1 {'1!' 0 ydiantl nOemandl Rh .^ -~'IC Ui:' t `tF' t I � I 1 I: � _ '4 n"J' _11 ,�� �':.rr!!li '! 7i .. n :-{i r.,.1' 1j� 1� tf I - ;.h'�. .+•V-i g �!• �� u ^. r iy �� I „�) E I 11 .n•' ! :�li� W+!I �„ �i'f It I• i i ,; 411 1:- :ill Y }` .''t / �1.1 'I��; rl1 Y I '` •�' -,' '� 'R � - i. 1 �.��. •� � .al � ,i III'- ° ��• r!t, :7n'1� II"�_ i el_t �. t: J „".1., - JUL 11 2005 12: 41PM HP LRSERJET 3200 P.2 SPRINKLER SYSTEM ANALY3I5 (IMPERIAL) CALCULATION 41 Contractor : CREST MECHANICAL CONTRACTORS Company Address 1841 BROAD STREET HARTFORD, CT 06134 PAGE: 1 OF 10 DATE 071 .11 2005 JOB NAME JASMINE SOLA 153 ADDRESS THE SHOPS AT EVERGREEN WALK SOUTH WINDSOR, CT SUITE 4235 Description:FIRE PRCTECTION PLAN DESIGNER ; RICHARD HOCTON Authority CONTRACT #' REF TO DRAWING 4SP HAZARD DESCRIPTION: ORD.GP II CALC!LATIONT CRITERIA: - TOTAL AREA : 1500 0 SQ.FT. DEITSITY : 0 200 US.PM/SQ FT. Max.AREA/SPRIN LER : 124 0 SQ.FT. # OF SPRINKLER : 6 Min Sa=ety : 0 PSI SYST:-Zr9 REQUIRS14ENT - Node System Hose Hydrant Tctal Pressure GPM GPM GPfv GPM PSI 45 206 13 0 00 250 00 456 13 45 87 SOURC3 INFORMATION:- SUP?LY STATIC PRESSURE RESIDUAL PRESSURE RESIDUAL FLOW 45 72.00 PSI 52 00 PSI 920 0 GPM FIRE PUMP RATING PUMP PRESSURE FLOW SPRINKLER K= 5.50 OVERHEAD PIPE C= 120 UNDERGROUND C- 140 TOTAL SAFETY = 20 67 PSI Below Supply FILE -- \FireAcad\CALC\jasminesolal53 .:ndb