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HomeMy WebLinkAbout2600 TAMARACK AVE BDLG SHELL DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# TOWN OF SOUTH WINDSOR Application BUILDING DEPARTMENT APPR 2PRAPPRVED 1540 SULLIVAN AVENUE `4 644-2511 ext. 230 (Oop 4aa e ilding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: p0o Tbwt�x DA- B65C 6LDG. $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT Tl}E EU GEPIE STE)n1&ft CV APPLICANT ADDRESS P.O, &K S69 &Cn—MAEU I cr. ob oez APPLICANT PHONE# OW Ni St OWNER �'yERGafiEw MEDICAL ASSoc Z . LLC OWNER ADDRESS 2-00 6-59ea 4 A Vd rJ Cr. or ein f Oa OWNER PHONE 86e• 671�4 ADOr� C ESTIMATED COST$ $00.00 V IS THIS A CONTRACT COST? Yes _No �L �G FEE ENCLOSED$ 1� TYPE OF JOB: �SOR CO� New Installation _Alteration/Addition/Repair 3 e7� pL0fn61A)& t4 to 14VAc p2Au W 6 Revised 4ro1/n002 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A El RESIDENTIAL BUILDING PERMIT APPLICATION?A YES ElNO Q 9BUSINESS CURRENT USE AND OCCUPANCY Mg&Cgt. �1�GF W 46:. ❑ ASSEMBLY ❑ MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑ FACTORY ENGINEER'S NAME�_ p t�MA f" PHONE El STORAGE ❑GARAGE ADDRESS #9( I�O/6-V fT; dF Cr, ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION Ut&1L(P&_ SIZE OF MAIN DRAIN 4'' NO.OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO. OF LAVATORIES r NO. OF CONDUCTORS_3 SIZE V " NO.OF STACKS T SIZE L AREA OF ROOF l�rrNO.OF CIF ads Co-* NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES G KIND OY0A4W_ &W DANA S • 4N 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 R SEPTIC TANK SIZE OF WATER MAIN 2, SIZE OF WATER PIPING&RISER La WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK G45 APirJG Ta Rnt 1 . 1 3 ti S, Sew P-2 4W Cr. 1 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. 02ozi2 P I CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT , DATE /0/(o1[Q APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPROV 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 �0 TA t ft e . Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT M G- G APPLICANT ADDRESS 3 1 13 4Z S 6( C �. a('010 APPLICANT'S PHONE# 4�-(o0^ 5 r e1 -9L4 `-I C,V(.0 -O �p-�41-1 1Z OWNER iF V-e(LG-tz-e e.-, Wled(ccj A4S6 C1kJ- 3 At OW N S Fq` OWNER ADDRESS CL i OWNER PHONE O * `" ESTIMATED COST$ I o� C U IS THIS A CONTRACT COST? --Yes No FEE ENCLOSED$ 9105 �Gl TYPE OF JOB: i 5 5 H t OR-ICo VNew Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? 1'YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY 'ErBUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE ? SIZE OF MAIN CONDUCTORS NUMBERS OF METERS_� NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS 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 NEARBY 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 PERFOR- MANCE OF SUCH WORK EE I 104 Yo 2 I CJ- - CONTRACTORS LICENSE NO TYPE STATE SIGNATURE OF APPLICANT DATE DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPRO 1540 SULLIVAN AVENUE 644-2511 ext. 230 ��g Permit# Date Building Inspegt Application must be printed or typed FEE SCHEDULE O600 Location of Job: 7Agoy /,2*l l Ae $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 /-�� ...,GL 7 or any fraction thereof Tenant Designation Apt.No. APPLICANT ,J cy"-j i mg . APPLICANT ADDRESS V APPLICANT PHONE O W N s F OWNER ,q OWNER ADDRESS G!-ssry,�,�y � mar- GY'O 33 OWNER PHONE C ,�.,,�l C ' ESTIMATED COST$ OL .� IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$200 l� TYPE OF JOB l`i DSO R•CO New Installation �vlblp000`"io�- 11 _Alteration/Addition/Repair r Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF Y STEM: TYPE OF BUILDING: OZ IDG UY&SIDENTIAL C ®'COMMERCIAL VENTILATION ❑INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. SSURE LIMIT LBS. ❑HYDRONIC ❑WARM AIR T RADIANT HEATER EXISTING RADIATION AD AL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSID °F INSIDE OF DIFFERENCE OF TOTAL HEAT L UH) °F(HEAT LOSS SHEET MUST ACCOMPANY ATION) DES E ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) a S GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OU —BTUH) TYPE OF FUEL ❑OIL—GPM OIL TANK LOCATION : IDE❑ OUTSIDE CAPACITY ❑GAS—INPUT LPG TANK C ITY ELECTRIC—KW AIR CONDITIO DESIGN .OUTSIDE OF INSIDE OF DIFFERENCE OF T HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) ESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) 441-4S C4-J TONNAGE COOLING CAPACIT ) VENTILATION DESCRIBE AL LING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) S TOTAL SIZE OF SYSTEM(CFM SH AIR INTAKE(CFM) (PLANS M PAJW APPLICATION) FURTHER 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. CONTRACTORS LICENSE NO TY j STAT SIGNATURE OF APPLICANT �— DATE O �V DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WIl�TDSOR PERMIT# Application is hereby: (pn/)a i y BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 + 0 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 Jr or any fraction thereof Tenant Designation Apt.No. APPLICANT GGST f= APPLICANT ADDRESS c'7` ZZ, APPLICANT PHONE# 0 W N S k. OWNER rG' q< OWNER ADDRESS C/) OWNER PHONE C ESTIMATED COST$ �OC� IS THIS A CONTRACT COST? Yes —No FEE ENCLOSED$ 0 TYPE OF JOB: O R C `n--New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION 14 USE GROUP�_ NO. OF STORIES ❑RESIDENTIAL �� ❑BUSINESS IS THIS APPLICATION ASSOCIATED WITH A ❑ASSEMBLY BUILDING PERMIT APPLICATION? ❑ YES O NO ❑MERCANTILE O EDUCATIONAL CURRENT USE AND OCCUPANCY O INSTITUTIONAL ❑FACTORY FUTURE USE AND OCCUPANCY O,0c��/G,6;7 ❑ STORAGE ❑GARAGE ENGINEER'S NAMEOW,& PHONE O MIXED USE (Other please specify) ADDRESS 9Z �6S��f S T !y� gD�C Z3TO CITY STATE zip O4; KIND OF INSTALLATION SIZE OF MAIN DRAIN WATER PRESSURE AT STREET(PSI) D ARE SPRINKLER HEADS ALTERED? ❑YES 2(NO IF YES,CHECK ALL THAT APPLY: O ADDED ❑DELETED O ALTERED IF MOPkE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) PROFESSIONAL ENGINEER O INSURANCE COMPANY WATER FLOW WATER PRESSURE AT SPRINKLER HEADS(PSI) rT ARE PUMPS REQUIRED? O YES ANO IF YES,CHECK ALL THAT APPLY: O FIRE O BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? O YES KNO IS A SPRINKLER SYSTEM PROVIDED? >(YES O NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING/3�fQ GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK Z- s o�Y 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. �.�- 0AV' 3 zz-�/ CONTRACTORS LICENSE NO. TYP STATE SIGNATURE OF APPLICANT DATE ~ INSPECTION FIELD SHEET O1/27/12 Printed by Peart, Dayshell 09:45:23 INSPECTION: 33648 FOOTING PERMIT: STATUS: APPLICATION: 201000972 LOCATION: 2600 TAMARACK AVENUE SOUTH WINDSOR PROPERTY ID: 89302600 OWNER: EVERGREEN MEDICAL ASSOCIATES LLC CONTRACTOR: REQUEST BY: DESCRIPTION: NEW CONSTRUCTION OF SHELL BUILDING. WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 08/31/10 PRIORITY: SCHEDULED: 09/01/10 AM COMPLETED: 09/01/10 UNPAID FEES 35 00 Date Time TIME: TRAVEL ONSITE COMMENTS: DAVE @ 860-818-7075 ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION O1/27/12 ROSE N/A B002 FOUNDATION 04/05/11 DOUG PASS B003 FRAMING (ROUGH) O1/27/12 DOUG N/A B003 FRAMING (ROUGH) 07/28/11 DOUG PASS B003 FRAMING (ROUGH) 07/15/11 DOUG PASS B003 FRAMING (ROUGH) O1/27/12 ROSE N/A B004 INSULATION O1/27/12 ROSE N/A B005 FIREPLACE / CHIMNEY O1/27/12 ROSE N/A B006 WOOD / GAS STOVE 07/19/11 DOUG N/A B009 OTHER O1/26/12 ROSE PASS BO10 FINAL 10/28/10 DOUG FAIL E001 ELECTRIC SERVICE 11/01/10 DOUG PASS E001 ELECTRIC SERVICE O1/27/12 ROSE N/A E002 ELECTRIC UNDERGROUND O1/27/12 ROSE N/A E003 ELECTRIC ROUGH 07/28/11 SUMM PASS F005 FM PENETRATIONS/SEPERATIOIJ 07/28/11 SUMM PASS FO10 FM ABOVE CEILING 12/02/11 SUMM PASS F015 FM FIRE ALARM TEST 12/02/11 SUMM PASS F025 FM EMERGENCY/EXIT LIGHTING 12/06/11 SUMM PASS F035 FM EXITS 12/06/11 SUMM PASS F040 CO -FIRE MARSHAL INSPECTION INSPECTION FIELD SHEET O1/27/12 Printed by Peart, Dayshell 09:45:23 12/05/11 SUMM PASS FS04 FM SPRINKLER FLUSH 12/02/11 SUMM PASS FS05 FM SPRINKLER HYDRO TEST 05/27/11 SUMM PASS FS05 FM SPRINKLER HYDRO TEST O1/27/12 ROSE N/A H002 HVAC UNDERGROUND O1/27/12 ROSE N/A H003 HVAC ROUGH 10/28/10 DOUG PASS P002 PLUMBING UNDERGROUND 11/03/10 ROSE PASS P002 PLUMBING UNDERGROUND 02/22/11 DOUG PASS P002 PLUMBING UNDERGROUND O1/27/12 ROSE N/A P003 PLUMBING ROUGH O1/27/12 ROSE N/A P004 PLUMBING GAS TEST O1/27/12 ROSE N/A S002 SPRINKLER UNDERGROUND O1/27/12 ROSE N/A S003 SPRINKLER ROUGH O1/27/12 ROSE N/A S005 HYDRO TEST O1/27/12 ROSE N/A S006 TRIP TEST O1/27/12 ROSE N/A S007 MAIN DRAIN 12/08/11 FOLG PASS Z003 CO PLANNING INSPECTION Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 2600 Tamarack Avenue Date: F F /o HVAC # 1006422 --�� Sprinkler# FINAL APPROVALS _-_ - -- _ - " - i Estimated Cost $ � D Building COMPLETE RED BOXED AREAS i Permit Fee $ a�,07 Engineering TYPE OR PRINT ONLY Occupancy Fee $ is Affidavit Eng. Insp. Fee $ ► SIGN ON REVERSE SIDE �Appr. for CO. - � Total Fee $ 3a�.Lo/ 7 b0 TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant T+- C/1,!�.L_f_ �J '�; Location of Work A00 .:Flr_ Lot No. Applicant's Address a'2oc> i�+S 4CZ_ 1>og.,y iF-- Tel.# ;3o 66 /,71—boa Town A,_) 6 j C i Zip Dfeoo( Lic.# -41&0: 0 9 004-i 9 Owner6.� J LI-L Architect 'TW64 AazA*i7Ec-ty2U_ Liao_r? Tv4yJ W -4�A z - Owner's Address ,200 Architect's Address .20c, ri_S40- 'r 4j or- /-yoo I L'r Zip 06001 Auoj C:, Zip 0(gOof Sq. Ft. New Area: 1st FI. !, 9Y(p 2nd FI. 11K930 3rd FI. Total New Area " 7710 Purpose of this permit ,t)iFu) C JL7`L L)Ca-7 0L1 O City Water Well❑ Septic Systemo Sewer Ins: HO SP Cert. Area Basement Garage Approved by Date -l0 Use Group Construction Type _ Revised 6/02 i hereby agree to conform to all the requirements of the ws of a State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of aV alterat n in the plans 4r specifications of the Building for which this permit is asked,and agree that this building is to be I ted the roper distan from all street lines,side yard lines,and required distances from all other zones and is located in w�i his Idin and Ilowed. Signed I hereby apply for a Certificate of Oc cy fEewo escri in this application for the permit Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS The :.-_ Corporation LETTER OF TRANSMITTAL 200 Fisher Drive Avon, CT 06001 (860)674-9000 Fax(860)676-9576 Date: 08/03/10 Job#: 1095 To Building Official Town of South Windsor Attention: Christopher Dougan 1540 Sullivan Avenue South Windsor, CT 06074 Re: Evergreen Walk Bldg#3 2600 Tamarack Ave. Ph: (860) 644-2511 South Windsor, CT WE ARE SENDING YOU X Attached ❑ Under Separate cover via_the following items: ❑Shop Drawings ❑ Prints Plans ❑Samples Specifications ❑Copy of letter ❑Change Order Copies Date No. Description 1 08/02/10 Statement of Special Inspections south RTMEN gU1L.� THESE ARE TRANSMITTED as checked below: ❑ For Approval ❑Approved as submitted Resubmit Record Copies For your use Furnish as Corrected ❑Submit copies for distribution As requested ❑ Returned for corrections ❑Return corrected prints FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US REMARKS Re: Building permit application for Evergreen Walk Building#3, 2600 Tamarack Avenue COPY TO: file SIGNED: Paul Duran pduran(@casle.com Statement of Special Inspections C Sous vpNRTDAEft� Project: ECHN Medical Building at Evergreen Walk-Bldg. 3 gU1Lp1NG Location: 2700 Tamarack Ave. -South Windsor, Connecticut Owner: Evergreen Medical Associates III,LLC-200 Fisher Drive-Avon, CT 06001 Design Professional in Responsible Charge: Szewczak Associates Consulting Engineers 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. 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. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official. 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: Report to be issued for each day of inspection. or❑ per attached schedule. Prepared by: ```��t��cttrnrrnrrr� Alan R. Chandler, P.E. (type or print name) s 812110 Si '. V kewDate mrll/t11�nKK�� Design Professional Seal Owner's horizati n: Buildi icial's Acceptance: Signature a_ D x1aA61W-T- Date Signature Date ff5 CASE Form 10i • Statement of Special Inspec ions • ©CASE 2004 Page of � t ..� ��fti,�t,t�i�`��7 rT:err. .' t. y. I` A . J � ,t �r .K- .� .�T �rG.L't.?� ��;�a Schedule of Inspection and Testing Agencies This Statement of Special Inspections/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 Szewczak Associates 200 Fisher Drive Coordinator Consulting Engineers Avon, CT 06001 860-677-4570 Phone 860-676-0814 Fax alan@szewczakassociates.com 2. Testing Agency 3. Other Geotechnical Engineer 4. Other 5. Other 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. Sou�h�\P PR�t�SN� CASE Form 101 9 Statement of Special Inspections 9 ©CASE 2004 Page 3 of 12 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, Il, III & IV NICET-ST Soils Technician-Levels I, Il, III & IV NICET-GET Geotechnical Engineering Technician-Levels I, II, III & IV Exterior Design Institute(EDI) Certification EDI-EIFS EIFS Third Party Inspector Other CASE Form 101 9 Statement of Special Inspections • ©CASE 2004 Soils and Foundations Page 4 of 12 Item Agency# Scope (Qualif.) 1 Shallow Foundations 2 Observe preparation of existing subgrade. Verb compliance with IBC 2003 requirements of the Contract Documents. 2 Inspect final footing subgrades and bearing surfaces to confirm adequate bearing capacity and compliance with the Contract Documents. 2 Observe removal of unsuitable material and preparation of subgrade prior to placement of controlled fill. 2. Controlled Structural Fill 2 Perform sieve tests(ASTMD422&D1140)and modified proctor IBC 2003 1704.7 tests(ASTMD1557)of each source offill material. 2 Inspect placement, lift thickness and compaction of controlled fill. 2 Test density of fill by nuclear methods(ASTM D2922). 2 Verb extent and slope offill placement. 3. Deep Foundations - (Not applicable.) 4. Load Testing - (Not applicable) 4. Special Inspection 1 Observe work and inspections. Verify that the assigned inspection Coordination PE agencies are conducting the inspections required. Verb inspection agent qualifications. D E C E � I C I AUG 0 3 Wo South^lV�dsT 1CNT CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Cast-in-Place Concrete Page 5 of 12 Item Agency# Scope (Qualif.) 1. Reinforcement Installation 2 Inspect size,spacing, cover, and positioning of reinforcing steel in (Including rebar, tendons, ACI-CC[ accordance with the requirements of the Contract Documents and and post-tensioning ducts) reviewed Shop Drawings. IBC 2003 Table 1704.4 Item 1 2 Verify that reinforcement is accurately placed and adequately ACI-CCI supported before concrete is placed, and is secured against displacement within tolerances listed above. (ACI318 Sect. 7.5.1) 2 Verify that reinforcing bars are free from mud, oil,concrete from AC1-CC[ previous placements,or other deleterious materials. (AC1318 Sect. 7.4.1 and 7.4.2) 2 Verify that bar lap splice dimensions and mechanical splices have AC1-CCI been provided in accordance with the requirements of the Contract Documents and reviewed Shop Drawings. 2. Reinforcing Steel Welding - (Not applicable) IBC 2003 Table 1704.4 Item 2 3. Anchor Rods and Other 2 Inspect size,positioning, and quantity of embedments. Observe Embedments ACI-CC[ concrete placement and verb proper consolidation around IBC 2003 Table 1704.4 Item 3 embedments. 4. Use of Approved Concrete 2 Review concrete batch tickets and verify compliance with Mix Design ACI-CCI approved mix design. IBC 2003 Table 1704.4 Item 4 1. Verb that water added at the site does not exceed that allowed by the approved mix design. 2. Review admixtures on concrete batch tickets and verify compliance with approved mix design. Verb that quantities added do not exceed that allowed by the approved mix design. 5. Sampling and Testing of Samples for strength tests shall be taken in accordance with ASTM Concrete and Shotcrete C172(AC1318 Sect. 5.6.3.1)at frequency noted in Project IBC 2003 Table 1704.4 Item 5 Specifications. 2 Test concrete slump(ASTM C143), air-content(ASTM C231 or ACI-CFTT C173)and temperature(ASTM C1064)each time that concrete is sampled for strength tests. 2 Test concrete compressive strength(ASTM C311&C39)� nn ACI-STT IUJ f1�5 U O South VVIndsor CASE Form 101 • Statement of Special Inspections • ©CASE 2004 BUILDING DEPARTMENT Cast-in-Place Concrete (continued) Page 6 of 12 Item Agency# Scope (Qualif.) 6. Concrete and Shotcrete 2 Verify that concrete is conveyed and deposited in accordance with Placement A CI-CCI IBC 2003 Sections 1905.9, 1905.10 and Project Specifications. IBC 2003 Table 1704.4 Item 6 7. Curing and Protection Concrete: IBC 2003 Table 1704.4 Item 7 2 Verb that concrete is cured and temperature maintained in A CI-CC[ accordance with Project Specifications and ACI 318:5.11-5.13 8. Prestressed Concrete - (Mot applicable) IBC 2003 Table 1704.4 Item 8 9. Structural Precast Concrete - (Not applicable) IBC 2003 Table 1704.4 Item 9 10. In-situ Concrete Strength - (Mot applicable) IBC 2003 Table 1704.4 Item 9 11 Formwork Geometry 2 Verify that forms conform to shapes, lines and dimensions of the IBC 2003 Table 1704.4 Item 10 ACI-= members as required by the Contract Documents. 12 Non-Shrink Grout 2 Tests: Test non-shrink grout specimens in accordance with the ACI-= following: 1. ASTM C 1107-02 Article 12.1 Consistency 2. ASTM C 1107-02 Article 12.5 Compressive Strength: a. Test three cubes for compressive strength at each age(1, 3, 7 and 28 days). 13 Special Inspection 1 Periodically observe work. Verify that the assigned inspection Coordination PE agencies are conducting the inspections required. Independently verify the items specified in this Statement of Special Inspections during site observations. Verb inspection agent qualifications. ^n r AUG 0 3 2010 South VVIndsor ENS BUILDING rr` CASE Form 101 9 Statement of Special Inspections • ©CASE 2004 Masonry Required Inspection Level: ® 1 ❑2 Page 7 of 12 Item Agency# Scope (Qualif.) 1 Material Certification I Obtain material certificates for materials used in CMU masonry ACI 530-02 Table 1.14.2 EIT construction, and verb compliance with the Contract Documents. 2. Mixing of Mortar and Grout 2 Inspect proportioning,mixing and retempering of site prepared IBC 2003 Table 1704.5.1 Item 1 a AC[-CC[ mortar and grout for CMU. Verb conformance with approved and 3c mix design. 3. Mortar Joints 2 Inspect construction of CMU mortar joints including tooling and IBC 2003 Table 1704.5.1 Item 1 b AC[-CC[ filling of head joints. Verify conformance with the Contract and 3d Documents. 4. Reinforcement Location 2 Inspect all placement,positioning, lapping, and securing of IBC 2003 Table 1704.5.1 Item 1 C A CI-CC[ reinforcing steel,connectors and anchorages for CMU. 2c and 3b 5. Prestressing Technique - [Not applicable] IBC 2003 Table 1704.5.1 Item 1d 6. Grade and Size of - [Not applicable] Prestressing Tendons and Anchorages IBC 2003 Table 1704.5.1 Item 1 e 7. Installation of Masonry 2 Inspect size, layout, bonding and placement of CMU masonry IBC 2003 Table 1704.5.1 Item 2a ACI-CC! units. 7. Anchors and Ties 2 Inspect size, location,spacing and embedment of dowels, anchors IBC 2003 Table 1704.5.1 Item 2b ACI-CCI and ties. 9. Reinforcment Size, Grade 2 Verb that sizes,grades, and types of reinforcing comply with the and Type A CI-CC[ requirements of the Contract Documents and reviewed Shop IBC 2003 Table 1704.5.1 Item 2c Drawings. 10.Welding of Reinforcing Bars - No welding. IBC 2003 Table 1704.5.1 Item 2d f� r 11. Weather Protection 2 Inspect cold weather protection and hot at rjr c 'off IBC 2003 Table 1704.5.1 Item 2e A CI-CCI procedures. Verify conformance with ap ved submittal. Verify that wall cavities are protected against p ipit n�3 2�y U �ou1n vvinusor r jj BUILDINV c CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Masonry (continued) Page 8 of 12 Item Agency# Scope (Qualif.) 12. Grouting Operations 2 Inspect grout space for cleanliness. Observe proportions of site- IBC 2003 Table 1704.5.1 Item 3 A Cl-CCI prepared grout,and verify compliance with Contract Documents. Inspect placement and consolidation of grout. Inspect masonry clean-outs for high-lift grouting. 13. Evaluation of Masonry I Review submittals and necessary masonry field strength tests for Strength compliance. IBC 2003 Table 1704.5.1 Item 5 and ACI 530-02 Table 1.14.2 2 Test CMU masonry strength using"Unit Strength Method"ofACI A CI-CCI 530.1,Sec. 1.4. 14. Special Inspection 1 Periodically observe work and inspections. Verify that the Coordination PE assigned inspection agencies are conducting the inspections required. Independently verify the items specified in this Statement of Special Inspections during site observations. Verb inspection agent qualifications. CASE Form 101 • Statement of Special Inspections 9 ©CASE 2004 Structural Steel Page 9 of 12 Item Agency# Scope (Qualif.) 1 Fabricator Certification/ 2 Verb that the fabricator maintains detailed fabrication and Quality Control Procedures AWS-CWI quality control procedures that provide a basis for inspection IBC 2003 1704.2.1 control of the workmanship and the fabricator's ability to conform to approved construction documents and referenced standards. Review the procedures for completeness and adequacy relative to the code requirements for the fabricator's scope of work. (1704.2.1) Alternatively,for AISC Certified Fabricators,obtain current evidence that fabricator is exempt from Special Inspections as provided for in IBC 2003 Section 1704.2.2. 2. Material Certification 1 Review mill certificates for steel and ASTM certificatesfor bolts IBC 2003 Table 1704.3 and weld material. Items 1 b, 3b,4b 1 Review material certifications for bolts, nuts and washers. 2 Review material certificates for weld fill materials. AYVS-CWI Review material certificates for shear connectors. 3. Open Web Steel Joists 1 Review installation, alignment, bridging and connections ofjoist PE installation. 2 AWS-CWI 4. Bolting 2 Review bolting operation and proper pretensioning of bolts IBC 2003 Table 1704.3 utilized. Items 1a and 2 2 Review fastener ASTM identification markings. 5. Welding 2 Review welder's certifications. IBC 2003 Table 1704.3 AWS-CWI Test critical welds with non-destructive methods forAWS Items 5a.1 through 5a.5 compliance. 6. Shear Connectors 2 Field inspection of installed connectors. IBC 2003 Table 1704.3 AWS-CWI CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Structural Steel (continued) Page 10 of 12 Item Agency# Scope (Qualif.) 7. Structural Details 2 Review field installation of steel for conformance with Contract Documents. 8. Metal Deck 2 Field inspection of installed deck and connection to structure and IBC 2003 Table 1704.3 AWS-CWI side lap connections. Item 5a.5 9. Special Inspection I Observe work prior to decking installation and when nearly Coordinator PE complete for conformance to the Contract Documents. Independently verify the items specified in this Statement of Special Inspections during site observations. CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Spray-Applied Fire Resistant Material Page 11 of 12 Item Agency# Scope (Qualif.) 1 Material Specifications I Verify conformance with the Contract Documents and reviewed submittals. 2. Laboratory Tested Fire I Review UL fire resistive design for each rated beam, column,or Resistance Design assembly. 3. Schedule of Thickness I Review approved thickness schedule. 4. Surface Preparation 2 Verb that surfaces have been prepared in accordance with the approved fire-resistance design and the approved manufacturer's written instructions. 5. Application 2 Verb that substrate has a minimum ambient temperature before IBC 2003 1704.11.2 and after application as specified in the approved manufacturer's written instructions. Verb that the area for application is ventilated during and after application as required by the approved manufacturer's written instructions. 6. Curing and Ambient Condition 2 Verb ambient air temperature and ventilation is suitable for IBC 2003 1704.11.2 application and curing offtreproofing. 7. Thickness 2 Floor, roofand wall assemblies: IBC 2003 1705.3 Test thickness offtreproofing(ASTME605. Take a set of not less than four thickness measurements for every 1,000 SF of the sprayed area on each floor or part thereof. Structural framing members: Test thickness offreproofing(ASTME605). Testa minimum of 25%of the sprayed beam,joist, truss and column members at each level of framing. 8. Density 2 Verify that the density offtreproofing material is not less than the IBC 2003 1704.11.4 density specified in the approved fire-resistant design. Test in accordance with ASTME605 CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Spray-Applied Fire Resistant Material (Continued) Page 12 of 12 Item Agency# Scope Qualif. 9. Bond Strength 2 Verify that the cohesive/adhesive bond strength of the cured IBC 2003 1704.11.5 sprayed fire-resistant materials is not less than the specified bond strength, or 150 psi, whichever is greater. Test in accordance with ASTME736 and as follows: • Floor,roof,and wall assemblies: Test one sample for not less than every 10,000 square feet of floor area or part thereof in each story. • Structural framing members: Select samples from beams,girders,joists, trusses, and columns at a rate of of less than one per every 10,000 square feet of floor area or part thereof in each story. 10.Special Inspection I Verify that the assigned inspection agencies are conducting the Coordinator inspections required. Verb inspection agent qualifications. Review completed work for required extent and workmanship. CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Final Report of Special Inspections Project: ECHN Medical Building at Evergreen Walk-Bldg. 3 Location: 2700 Tamarack Ave. -South Windsor, Connecticut Owner: Evergreen Medical Associates III, LLC Owner's Address: 200FisherDrive Avon, CT 06001 Architect of Record: JWMArchitectural Group Structural Engineer of Record: Alan R. Chandler, P.E. Szewczak Associates Consulting Engineers To the best of my information, knowledge and belief, the Special Inspections required for this project, and itemized in the Statement of Special Inspections submitted for permit, have been performed and all p P P discovered discrepancies have been reported and resolved other than the following: Comments: (Attach continuation sheets if required to complete the description of corrections.) 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 (Type or print name) Signature Date Licensed Professional Seal CASE Form 102 • Final Report of Special Inspections • ©CASE 2001 D AUG U 3 2010 South`JVindsor BUILDING DEPARTMENT ALLSTATE FIRE SYSTEMS PREVENT. PROTECT. PRESERVE. November 1,2010 South Windsor Building Department 1540 Sullivan Ave South Windsor, CT 06074 Attention: Building Official Subject: ECHN-3 2700 Tamarack Avenue South Windsor, CT Project# 10-SPI-2231 Dear Building Official, I hereby authorize Wayne Stocker to sign on my behalf for the Fire Sprinkler Permit on the above referenced project. Your cooperation in this matter is appreciated. You may contact me at 860-246-7711 if you have any questions regarding this matter. Sincerely, G-.S:� Gary Dumschott Lie: FRP-0010372-Fl 11�` P.O. Box 2350 • Hartford, Connecticut • 06146 • Phone: 860.246.7711 • Fax: 860.246.7707 A ABC �wss� "^ CT F10372 MA 139242 RI 416 www.allstatefiresystems.com Sprink1w Aswctatl�^ ECHN Bldg 3 Drawing Date: 10121110 16:30 HYDRAULIC DESIGN INFORMATION SHEET Job Name: ECHN Bldg 3 Location: 2700 Tamarack Ave South Windsor, CT Drawing Date: Remote Area Number: 1 Contractor: Allstate Fire Systems Telephone:860 246-7711 P.O. Box 2350 Hartford, CT 06146 Designer: Sarah Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Steel Occupancy:Future Offices Reviewing Authorities:Local FM SYSTEM DESIGN Code:NFPA 13 Hazard:Light Haz System Type:WET Area of Sprinkler Oper. 1500 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make: REL Area per Sprinkler 120.0 sq ftl Model: FlFR56 Hose Allowance Inside 0 gpm I K-Factor: 5.60 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 15 Flowing Outlets gpm Required: 344.9 psi Required: 71.4 @ Source WATER SUPPLY Water Flow Test 1 Pump Data I Date of Test 3/11/08 1 Rated Capacity 0 gpm I Static Pressure 104.0 psi I Rated Pressure, 0.0 psi I Residual Pres 74.0 psi 1 Elevati n r. 0 1 At a Flow of 1920 gpm I Make: I Elevation 0" l Model: I Location: Tamarack Ave & Demings St Source of Information: Connecticut Water Company SYSTEM VOLUME 354 Gallons Notes: Q 9� 0 oy ti LIC.N0.00013 Q, ATE '9 K ECHN Bldg 3 Drawing Date: 10121110 16:30 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 245 63.3 psi 1 211" Grvd Back Flow Valve Wilkins CHART LOSS 245 7. 9 Fixed Flow Outside Hose Allow. 100 gpm 1 Pipe 6" DIx18 America DI 350 50' 140 6.338 345 0.1 1 Pipe 8" DIx18 America DI 350 200' 140 8.488 345 0.1 Hydr Ref R1 Required at Source 345 71.4 psi Water Source104.0 psi static, 74.0 psi residual @ 1920 gpm 345 gpm 102.7 psi SAFETY PRESSURE 31.3 psi Available Pressure of 102.7 psi Exceeds Required Pressure of 71.4 psi This is a safety margin of 31.3 psi or 31 % of Supply Maximum Water Velocity is 14 . 6 fps ECHN Bldg 3 Drawing Date: 10121110 16:30 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 Pre ssure 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 ECAN Bldg 3 Drawing Date: 10121110 16:30 Page 4 NODE ELEVATION .E ATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 24.17 11.7 . 1S 27.83 5.60 9.3 17. 1 14.8 0.16 2 24.17 11.4 2S 27.83 5. 60 9.0 16.8 14.8 0.16 3 24.17 11.4 3S 27.83 5.60 9.0 16.8 14.8 0.14 4 24.17 12.0 4S 27.83 5.60 9.5 17.3 14.8 0.16 5 24.17 11.4 5S 27.83 5. 60 9.2 17.0 14.8 0.15 6 24.17 10.7 6S 27.83 5. 60 8. 6 16.4 14.8 0.14 7 24.17 11.0 7S 27.83 5. 60 8.7 16.5 14.8 0.14 8 24.17 11.1 8S 27.83 5. 60 8.7 16.5 14.8 0.14 9 24.17 11.5 9S 27.83 5. 60 9.1 16.9 14.8 0.15 10 24. 17 11.7 lOS 27.83 5. 60 9. 6 17.3 14.8 0.14 11 24.17 9.8 11S 27.83 5. 60 7.6 15.4 14.8 0.20 12 24. 17 9.6 12S 27.83 5. 60 7.3 15.2 14.8 0.20 13 24.17 9.0 13S 27.83 5. 60 7.0 14.8 14.8 0.12 14 24.17 9.7 14S 27.83 5.60 7.4 15.3 14.8 0.16 15 24.17 10.2 15S 27.83 5.60 7.9 15.7 14.8 0.14 20 24.17 9.5 21 24.17 11.9 22 24.17 11.2 23 24.17 11.9 Al 24.17 20.8 A2 24.17 20.8 A3 24.17 20.9 A4 24.17 21.0 A5 24.17 21.3 A6 24.17 22.7 A7 10.17 41.0 A8 10.17 45.4 B1 24.17 21.9 B2 24.17 21.9 B3 24.17 22.0 B4 24.17 22.1 C1 10.17 41. 1 C2 10.17 41.1 C3 10.17 41.1 D1 24.17 15.4 D2 24.17 15.4 ECHN Bldg 3 Drawing Date: 10121110 16:30 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) D3 24.17 15.3 D4 24.17 15.2 D5 24.17 15.2 E1 10.17 41.6 E2 10.17 41. 6 E3 10.17 41. 6 F1 24.17 15.5 F2 24.17 15.4 F3 24.17 15.4 G1 24.17 15.2 H1 10.17 41.6 H2 10.17 41. 6 H3 10.17 41.6 H4 10.17 41. 6 H5 10.17 41.6 H6 10.17 41.6 H7 10.17 41. 6 W 2.50 63.3 Max velocity of 14.55 occurs in the pipe from A8 TO W 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. I ECHN Bldg 3 Drawing Date: 10121110 16:30 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 13 TO W (PRIMARY PATH) 14.82 1.049 lE 3.67 7.0 7.0 K = 5. 60 13S C=120 2.00 1. 6 0.0 14.82 0.075 5.67 0.4 7.0 Vel = 5.55 1.049 1T 2. 15 9.0 9.0 EqK = 4.93 13 C=120 5.00 0.0 0.0 14.82 0.075 7.15 0.5 9.0 Vel = 5.55 -6.65 1.380 3E 15.99 9.5 9.5 20 C=120 9.00 0.0 0.0 See PATH 10 8.17 0.007 24.99 0.2 9.5 Vel = 1.77 15.27 1.380 10.33 9.7 9.7 EqK = 4.90 14 C=120 0.00 0.0 0.0 23.44 0.046 10.33 0.5 9.7 Vel = 5.08 15.71 1.380 3E 70.05 10.2 10.2 EqK = 4.92 15 C=120 2T 21.00 0.0 0.0 39.15 0.119 91.05 10.8 10.2 Vel = 8.48 63.27 2.635 10.00 21.0 21.0 A4 C=120 0.00 0.0 0.0 See PATH 2 102.43 0.030 10.00 0.3 21.0 Vel = 6.09 37.63 2.635 1T 8.99 21.3 21.3 A5 C=120 16.47 0.0 0.0 See PATH 5 140.06 0.054 25.46 1.4 21.3 Vel = 8.32 104.87 2.635 3E 56.74 22.7 22.7 A6 C=120 24.71 6.1 0.0 See PATH 3 244.92 0.151 81.46 12.3 22.7 Vel = 14.55 -18.92 2.635 1T 17.43 41.0 41.0 A7 C=120 16.47 0.0 0.0 See PATH 16 226.00 0.130 33.90 4.4 41.0 Vel = 13.43 18.92 2.635 2E 46.43 45.4 45.4 A8 C=120 2T 49.42 3.3 0.0 See PATH 16 244.92 0.151 95.85 14.5 45.4 Vel = 14.55 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ECHN Bldg 3 DrawingDate: 10121110 16:30 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 W 244.92 63.3 K = 30.79 15.27 1.049 1T 3. 67 7.4 7.4 K = 5. 60 14S C=120 5.00 1. 6 0.0 15.27 0.079 8. 67 0.7 7.4 Vel = 5.72 14 15.27 9.7 K = 4.90 15.71 1.049 1T 3. 67 7.9 7.9 K = 5.60 15S C=120 5.00 1. 6 0.0 15.71 0.083 8. 67 0.7 7. 9 Vel = 5.89 15 15.71 10.2 K = 4.92 PATH 2 FROM HYDRAULIC REFERENCE 12 TO A4 15.16 1.049 1T 3.67 7.3 7.3 K = 5. 60 12S C=120 5.00 1.6 0.0 15.16 0.078 8. 67 0.7 7.3 Vel = 5.68 1.380 6.08 9.6 9. 6 EqK = 4.89 12 C=120 0.00 0.0 0.0 21.80 0.040 6.08 0.2 9. 6 Vel = 4.72 15.39 1.380 2E 13.33 9.8 9.8 EqK = 4.91 11 C=120 6.00 0.0 0.0 37.19 0.108 19.33 2.1 9.8 Vel = 8.06 17.33 1.380 1T 8.87 11. 9 11. 9 21 C=120 6.00 0.0 0.0 See PATH 9 54.53 0.219 14.87 3.3 11.9 Vel = 11.81 8.75 2.635 9.49 15.2 15.2 D4 C=120 0.00 0.0 0.0 See PATH 11 63.27 0.012 9.49 0.1 15.2 Vel = 3.76 -19.13 2.635 10.00 15.3 15.3 D3 C=120 0.00 0.0 0.0 See PATH 12 44.14 0.006 10.00 0.1 15.3 Vel = 2. 62 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i ECHN Bldg 3 Drawing Date: 10121110 16:30 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 12 TO A4 CONTINUED -22.03 1.380 2T 120.18 15.4 15.4 D2 C=120 12.00 0.0 0.0 See PATH 13 22.11 0.041 132.18 5.4 15.4 Vel = 4.79 22.03 2. 635 9.98 20.8 20.8 A2 C=120 0.00 0.0 0.0 See PATH 13 44.14 0.006 9.98 0. 1 20.8 Vel = 2. 62 19.13 2. 635 9 51 20.9 20.9 A3 C=120 0.00 0.0 0.0 See PATH 12 63.27 0.012 9.51 0.1 20.9 Vel = 3.76 A4 63.27 21.0 K = 13.81 15.39 1.049 1T 3. 67 7. 6 7. 6 K = 5. 60 11S C=120 5.00 1. 6 0.0 15.39 0.080 8.67 0.7 7. 6 Vel = 5.77 11 15.39 9.8 K = 4.91 PATH 3 FROM HYDRAULIC REFERENCE 6 TO A6 16.38 1.049 lE 3.67 8.6 8. 6 K = 5. 60 6S C=120 2.00 1.6 0.0 16.38 0.090 5.67 0.5 8. 6 Vel = 6.14 1.049 1T 1.00 10.7 10.7 EqK = 5.02 6 C=120 5.00 0.0 0.0 16.38 0.090 6.00 0.5 10.7 Vel = 6.14 12.24 1.380 11.25 11.2 11.2 22 C=120 0.00 0.0 0.0 See PATH 4 28.62 0.066 11.25 0.7 11.2 Vel = 6.20 17.01 1.380 2E 8.54 11.9 11.9 23 C=120 1T 12.00 0.0 0.0 See PATH 6 45.63 0.157 20.54 3.2 11.9 Vel = 9.88 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ECHN Bldg 3 Drawing Date: 10121110 16:30 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF licit TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 6 TO A6 CONTINUED -8.75 2. 635 10.00 15.2 15.2 D5 C=120 0.00 0.0 0.0 See PATH 11 36 88 0.005 10.00 0.0 15.2 Vel = 2.19 35.92 2. 635 9.42 15.2 15.2 G1 C=120 0.00 0.0 0.0 See PATH 8 72.80 0. 016 9.42 0.2 15.2 Vel = 4.32 -24.50 2. 635 10.00 15.4 15.4 F3 C=120 0.00 0.0 0.0 See PATH 14 48.30 0.007 10.00 0.1 15.4 Vel = 2.87 -24.11 1.380 2T 120.18 15.4 15.4 F2 C=120 12.00 0.0 0.0 See PATH 15 24.19 0 049 132.18 6.4 15.4 Vel = 5.24 24.11 2.635 10.00 21.9 21.9 B2 C=120 0.00 0.0 0.0 See PATH 15 48.30 0.007 10.00 0. 1 21.9 Vel = 2 87 24.50 2'.635 9.42 22.0 22.0 B3 C=120 0.00 0.0 0.0 See PATH 14 72.80 0 016 9.42 0.2 22.0 Vel = 4.32 32.07 2.635 1T 1.01 22.1 22.1 B4 C=120 16.47 0.0 0.0 See PATH 7 104.87 0.031 17.48 0.5 22.1 Vel = 6.23 A6 104.87 22.7 K = 22.03 PATH 4 FROM HYDRAULIC REFERENCE 7 TO 22 16.47 1.049 1T 3. 67 8.7 8.7 K = 5.60 7S C=120 5.00 1. 6 0.0 16.47 0.091 8.67 0.8 8.7 Vel = 6.18 1.380 11. 67 11.0 11.0 EqK = 4.96 7 C=120 0.00 0.0 0.0 12.24 0.014 11. 67 0.2 11.0 Vel = 2. 65 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ECHN Bldg I 9 3 Drawing Date: 10/21/10 16:30 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 22 12.24 11.2 K = 3. 66 PATH 5 FROM HYDRAULIC REFERENCE 7 TO A5 16.47 1.049 1T 3. 67 8.7 8.7 K = 5. 60 7S C=120 5.00 1.6 0.0 16.47 0.091 8. 67 0.8 8.7 Vel = 6.18 1.380 2E 13.33 11.0 11.0 EqK = 4.96 7 C=120 6.00 0.0 0.0 4.23 0.002 19.33 0.0 11.0 Vel = 0.92 16.51 1.380 12.00 11.1 11.1 EqK = 4.96 8 C=120 0.00 0.0 0.0 20.74 0.037 12.00 0.4 11.1 Vel = 4.49 16.89 1.380 4E 70.72 11.5 11.5 EqK = 4. 98 9 C=120 1T 18.00 0.0 0.0 37.63 0.110 88.72 9.8 11.5 Vel = 8.15 A5 37.63 21.3 K = 8. 16 16.51 1.049 1T 3. 67 8.7 8.7 K = 5. 60 8S C=120 5.00 1. 6 0.0 16.51 0.091 8.67 0.8 8.7 Vel = 6.19 8 16.51 11.1 K = 4.96 16.89 1.049 1T 3. 67 9.1 9.1 K = 5. 60 9S C=120 5.00 1. 6 0.0 16.89 0.095 8.67 0.8 9.1 Vel = 6.33 9 16.89 11.5 K = 4.98 PATH 6 FROM HYDRAULIC REFERENCE 5 TO 23 17.01 1.049 lE 3. 67 9.2 9.2 K = 5. 60 5S C=120 2.00 1.6 0.0 17.01 0.096 5.67 0. 6 9.2 Vel = 6.38 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ECHN Bldg 3 Drawing Date: 10121110 16:30 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF licit TYPES FTNG'S P ******* ******e Pv NOTES POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 5 TO 23 CONTINUED 1.049 1T 1.00 11.4 11.4 EqK = 5.05 5 C=120 5.00 0.0 0.0 17.01 0.096 6.00 0. 6 11.4 Vel = 6.38 23 17.01 11.9 K = 4. 92 PATH 7 FROM HYDRAULIC REFERENCE 3 TO B4 16.82 1.049 1T 3. 67 9.0 9.0 K = 5. 60 3S C=120 5.00 1.6 0.0 16.82 0.094 8. 67 0.8 9.0 Vel = 6.30 1.380 4E 15.33 11.4 11.4 EqK = 4.97 3 C=120 12.00 0.0 0.0 14.80 0.020 27.33 0.5 11.4 Vel = 3.20 17.27 1.380 8E 93. 69 12.0 12.0 EqK = 4.99 4 C=120 1T 30.00 0.0 0.0 32.07 0.082 123. 69 10.1 12.0 Vel = 6.95 B4 32.07 22.1 K = 6.82 17.27 1.049 1T 3. 67 9.5 9.5 K = 5. 60 4S C=120 5.00 1. 6 0.0 17.27 0.099 8.67 0.9 9.5 Vel = 6.47 4 17.27 12.0 K = 4.99 PATH 8 FROM HYDRAULIC REFERENCE 3 TO G1 16.82 1.049 1T 3. 67 9.0 9.0 K = 5. 60 3S C=120 5.00 1.6 0.0 16.82 0.094 8. 67 0.8 9.0 Vel = 6.30 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ECAN Bldg 3 Drawing Date: 10121110 16:30 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 8 FROM HYDRAULIC REFERENCE 3 TO G1 CONTINUED 1.380 10.67 11.4 11.4 EqK = 4. 97 3 C=120 0.00 0.0 0.0 2.02 0.000 10.67 0.0 11.4 Vel = 0.44 16.82 1.380 9.58 11.4 11.4 EqK = 4. 97 2 C=120 0.00 0.0 0.0 18.84 0.031 9.58 0.3 11.4 Vel = 4.08 17.07 1.380 4E 16.54 11.7 11.7 EqK = 4. 99 1 C=120 1T 18.00 0.0 0.0 35.92 0.101 34 .54 3.5 11.7 Vel = 7.78 G1 35.92 15.2 K = 9.21 16.82 1.049 1T 3.67 9.0 9.0 K = 5. 60 2S C=120 5.00 1. 6 0.0 16.82 0.094 8. 67 0.8 9.0 Vel = 6.31 2 16.82 11.4 K = 4.97 17.07 1.049 1T 3. 67 9.3 9.3 K = 5. 60 is C=120 5.00 1. 6 0.0 17.07 0.097 8. 67 0.8 9.3 Vel = 6. 40 1 17.07 11.7 K = 4.99 PATH 9 FROM HYDRAULIC REFERENCE 10 TO 21 17.33 1.049 lE 3. 67 9. 6 9.6 K = 5. 60 i0s C=120 2.00 1. 6 0.0 17.33 0.100 5.67 0. 6 9.6 Vel = 6.50 1.380 1T 1.00 11.7 11.7 EqK = 5.06 10 C=120 6.00 0.0 0.0 17.33 0.026 7.00 0.2 11.7 Vel = 3.75 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i ECHN Bldg 3 Drawing Date: 10121110 16:30 Tyco Fire Products Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt REF licit TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 21 17.33 11.9 K = 5.02 PATH 10 FROM HYDRAULIC REFERENCE 20 TO 12 6. 65 1.380 1T 3.85 9.5 9.5 20 C=120 6.00 0.0 0.0 See PATH 1 6. 65 0.004 9.85 0.0 9.5 Vel = 1.44 12 6. 65 9. 6 K = 2.15 15.16 1.049 1T 3. 67 7.3 7.3 K = 5. 60 12S C=120 5.00 1. 6 0.0 15. 16 0.078 8.67 0.7 7.3 Vel = 5. 68 12 15.16 9.6 K = 4.89 PATH 11 FROM HYDRAULIC REFERENCE D5 TO D4 8.75 2.635 10.00 15.2 15.2 D5 C=120 0.00 0.0 0.0 See PATH 3 8.75 0.000 10.00 0.0 15.2 Vel = 0.52 D4 8.75 15.2 K = 2.25 PATH 12 FROM HYDRAULIC REFERENCE D3 TO A3 19.13 1.380 7E 137.79 15.3 15.3 D3 C=120 3T 39.00 0.0 0.0 See PATH 2 19. 13 0.032 176.79 5. 6 15.3 Vel = 4. 14 A3 19. 13 20.9 K = 4.19 PATH 13 FROM HYDRAULIC REFERENCE D2 TO A2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) f 7l1R11171f�7 R111w111®���1111 I ECHN Bldg 3 Drawing Date: 10121110 16:30 Tyco Fire Products Page 14 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* ******* POINT Qt Pf/ft NOTES TOTAL Pf Pn PATH 13 FROM HYDRAULIC REFERENCE D2 TO A2 CONTINUED 22.03 2. 635 10.00 15.4 15.4 D2 C=120 0.00 0.0 0.0 See PATH 2 22.03 0.002 10.00 0.0 15.4 Vel = 1.31 1.380 2T 120.18 15.4 15 4 D1 C=120 12.00 0.0 0.0 22.03 0.041 132.18 5.4 15.4 Vel = 4.77 2. 635 10.00 20.8 20.8 Al C=120 0.00 0.0 0.0 22.03 0.002 10.00 0.0 20.8 Vel = 1.31 A2 22.03 20.8 K = 4.83 PATH 14 FROM HYDRAULIC REFERENCE F3 TO B3 24.50 1.380 2T 120.18 15.4 15.4 F3 C=120 12.00 0.0 0.0 See PATH 3 24.50 0.050 132.18 6.6 15.4 Vel = 5.31 B3 24.50 22.0 K = 5.23 PATH 15 FROM HYDRAULIC REFERENCE F2 TO B2 24.11 2. 635 10.00 15.4 15.4 F2 C=120 0.00 0.0 0.0 See PATH 3 24.11 0.002 10.00 0.0 15.4 Vel = 1.43 1.380 2T 120.18 15.5 15.5 F1 C=120 12.00 0.0 0.0 24.11 0.048 132.18 6.4 15.5 Vel = 5.22 2.635 10.00 21.9 21.9 B1 C=120 0.00 0.0 0.0 24.11 0.002 10.00 0.0 21.9 Vel = 1.43 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ECHN Bldg 3 Drawing Date: 10121110 16:30 Tyco Fire Products Page 15 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn B2 24.11 21.9 K = 5.15 PATH 16 FROM HYDRAULIC REFERENCE A7 TO A8 18.92 2.635 1T 1.99 41.0 41.0 A7 C=120 16.47 0.0 0.0 See PATH 1 18. 92 0.001 18.46 0.0 41.0 Vel = 1.12 -6.49 2.635 10.00 41.1 41.1 C3 C=120 0.00 0.0 0.0 See PATH 17 12.43 0.001 10.00 0.0 41.1 Vel = 0.74 -6.03 1.380 2T 112.17 41.1 41. 1 C2 C=120 12.00 0.0 0.0 See PATH 18 6.41 0.004 124.17 0.5 41. 1 Vel = 1.39 6.03 2.635 10.00 41. 6 41.6 H5 C=120 0.00 0.0 0.0 See PATH 18 12.43 0.001 10.00 0.0 41.6 Vel = 0.74 6.49 2.635 19.42 41. 6 41. 6 H6 C=120 0.00 0.0 0.0 See PATH 17 18.92 0.001 19.42 0.0 41. 6 Vel = 1.12 1.380 2T 112. 17 41. 6 41. 6 H7 C=120 12.00 0.0 0.0 18.92 0.031 124.17 3.8 41. 6 Vel = 4.10 A8 18.92 45.4 K = 2.81 PATH 17 FROM HYDRAULIC REFERENCE C3 TO H6 6.49 1.380 2T 112.17 41.1 41.1 C3 C=120 12.00 0.0 0.0 See PATH 16 6.49 0.004 124.17 0.5 41.1 Vel = 1.40 H6 6.49 41.6 K = 1.01 PATH 18 FROM HYDRAULIC REFERENCE C2 TO H5 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ECHN Bldg 3 Drawing Date: 10121110 16:30 Tyco Fire Products Page 16 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 18 FROM HYDRAULIC REFERENCE C2 TO H5 CONTINUED 6.03 2.635 10.00 41.1 41.1 C2 C=120 0.00 0.0 0.0 See PATH 16 6.03 0.000 10.00 0.0 41.1 Vel = 0.36 1.380 4E 114. 14 41.1 41.1 C1 C=120 2T 24.00 0.0 0.0 6.03 0.004 138.14 0.5 41.1 Vel = 1.31 2. 635 10.00 41. 6 41. 6 H4 C=120 0.00 0.0 0.0 6.03 0.000 10.00 0.0 41. 6 Vel = 0.36 H5 6.03 41.6 K = 0.93 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance ' ECHN Bldg 3 Static Pres: 104.0 psi Pressure: 71.4 psi In: 0 gpm 2700 Tamarack Ave Resid. Pres: 74.0 psi Sys Flow: 245 gpm Out: 100 gpm South Windsor, CT Flow: 1920 gpm Sys+Hose: 345 gpm Remote Area: 1 Date: 3/11/08 Safety Pres: 31.3 psi Loc: Tamarack Ave& Demings St Hd Elv Pres: 11.0 psi 140 120 1. Su I 100 P 80 S 100 gpm hose 60 40 20 11.0 ps- 100 150 200 250 300 350 400 450 500 Flnw lnnml ECHN Bldg 3 Drawing Date: 10121110 16:30 HYDRAULIC DESIGN INFORMATION SHEET Job Name: ECHN Bldg 3 Location: 2700 Tamarack Ave South Windsor, CT Drawing Date: Remote Area Number 1 Contractor: Allstate Fire Systems Telephone:860 246-7711 P 0. Box 2350 Hartford, CT 06146 Designer: Sarah Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Steel Occupancy:Future Offices Reviewing Authorities:Local FM SYSTEM DESIGN Code:NFPA 13 Hazard:Light Haz System Type:WET Area of Sprinkler Oper. 1500 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make: REL Area per Sprinkler 120.0 sq ftl Model: FlFR56 Hose Allowance Inside 0 gpm I K-Factor: 5. 60 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 15 Flowing Outlets gpm Required: 344.9 psi Required: 71.4 @ Source WATER SUPPLY Water Flow Test I Pump Data I Date of Test 3/11/08 1 Rated Capacity 0 gpm 1 Static Pressure 104.0 psi 1 Rated Pressure, 0.0 psi 1 Residual Pres 74.0 psi l Elevati n 0 I At a Flow of 1920 gpm I Make: 1 Elevation 0" 1 Model: I Location: Tamarack Ave & Demings St Source of Information: Connecticut Water Company SYSTEM VOLUME 354 Gallons Notes: <9 OG A C►y Z UC.NO.00013 e A1E ON 9 K P ECHN Bldg 3 Drawing Date: 10121110 16:30 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 245 63.3 psi 1 211" Grvd Back Flow Valve Wilkins CHART LOSS 245 7.9 Fixed Flow Outside Hose Allow. 100 gpm 1 Pipe 6" DIx18 America DI 350 50' 140 6.338 345 0.1 1 Pipe 8" DIx18 America DI 350 200' 140 8 488 345 0.1 Hydr Ref R1 Required at Source 345 71.4 psi Water Source104.0 psi static, 74.0 psi residual @ 1920 gpm 345 gpm 102.7 psi SAFETY PRESSURE 31.3 psi Available Pressure of 102.7 psi Exceeds Required Pressure of 71.4 psi This is a safety margin of 31.3 psi or 31 % of Supply Maximum Water Velocity is 14.6 fps ECHN Bldg 3 Drawing Date: 10121110 16:30 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 ECHN Bldg 3 Drawing Date: 10121110 16:30 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^'t) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 24.17 11.7 1S 27.83 5. 60 9.3 17. 1 14.8 0.16 2 24. 17 11.4 2S 27.83 5.60 9.0 16.8 14.8 0.16 3 24.17 11.4 3S 27.83 5.60 9.0 16.8 14.8 0.14 4 24.17 12.0 4S 27.83 5.60 9.5 17.3 14.8 0.16 5 24. 17 11.4 5S 27 83 5.60 9.2 17.0 14.8 0.15 6 24.17 10.7 6S 27.83 5. 60 8.6 16.4 14.8 0. 14 7 24. 17 11.0 7S 27.83 5.60 8.7 16.5 14.8 0.14 8 24.17 11.1 8S 27.83 5.60 8.7 16.5 14.8 0. 14 9 24.17 11.5 9S 27.83 5. 60 9.1 16. 9 14.8 0.15 10 24. 17 11.7 ios 27.83 5. 60 9.6 17.3 14.8 0. 14 11 24.17 9.8 11S 27.83 5.60 7.6 15.4 14.8 0.20 12 24.17 9.6 12S 27.83 5.60 7.3 15.2 14.8 0.20 13 24.17 9.0 13S 27.83 5.60 7.0 14.8 14.8 0.12 14 24.17 9.7 14S 27.83 5. 60 7.4 15.3 14.8 0.16 15 24.17 10.2 15S 27.83 5. 60 7.9 15.7 14.8 0.14 20 24.17 9.5 21 24.17 11.9 22 24.17 11.2 23 24. 17 11.9 Al 24.17 20.8 A2 24.17 20.8 A3 24.17 20.9 A4 24. 17 21.0 A5 24.17 21.3 A6 24.17 22.7 A7 10.17 41.0 A8 10.17 45.4 B1 24. 17 21.9 B2 24.17 21.9 B3 24.17 22.0 B4 24.17 22.1 C1 10. 17 41.1 C2 10.17 41.1 C3 10.17 41.1 D1 24.17 15.4 D2 24.17 15.4 i ECHN Bldg 3 Drawing Date: 10121110 16:30 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) D3 24.17 15.3 D4 24.17 15.2 D5 24.17 15.2 E1 10.17 41.6 E2 10.17 41.6 E3 10.17 41. 6 F1 24.17 15.5 F2 24.17 15.4 F3 24.17 15.4 G1 24.17 15.2 H1 10. 17 41. 6 H2 10.17 41.6 H3 10. 17 41.6 H4 10.17 41.6 H5 10.17 41. 6 H6 10.17 41.6 H7 10.17 41. 6 W 2.50 63.3 Max velocit y of 14 .55 occurs in the pipe from A8 TO W 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. ECHN Bldg 3 Drawing Date: 10121110 16:30 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 13 TO W (PRIMARY PATH) 14.82 1.049 lE 3.67 7.0 7.0 K = 5.60 13S C=120 2.00 1.6 0.0 14.82 0.075 5.67 0.4 7.0 Vel = 5.55 1.049 1T 2.15 9 0 9.0 EqK = 4. 93 13 C=120 5.00 0.0 0.0 14.82 0.075 7.15 0.5 9.0 Vel = 5.55 -6.65 1.380 3E 15.99 9.5 9.5 20 C=120 9.00 0.0 0.0 See PATH 10 8.17 0.007 24.99 0.2 9.5 Vel = 1.77 15.27 1.380 10.33 9.7 9.7 EqK = 4.90 14 C=120 0.00 0.0 0.0 23.44 0.046 10.33 0.5 9.7 Vel = 5.08 15.71 1.380 3E 70.05 10.2 10.2 EqK = 4.92 15 C=120 2T 21.00 0.0 0.0 39.15 0.119 91.05 10.8 10.2 Vel = 8.48 63.27 2.635 10.00 21.0 21.0 A4 C=120 0.00 0.0 0.0 See PATH 2 102.43 0.030 10.00 0.3 21.0 Vel = 6.09 37. 63 2. 635 1T 8.99 21.3 21.3 A5 C=120 16.47 0.0 0.0 See PATH 5 140.06 0.054 25.46 1.4 21.3 Vel = 8.32 104.87 2. 635 3E 56.74 22.7 22.7 A6 C=120 24.71 6. 1 0.0 See PATH 3 244.92 0.151 81.46 12.3 22.7 Vel = 14.55 -18.92 2. 635 1T 17.43 41.0 41.0 A7 C=120 16.47 0.0 0.0 See PATH 16 226.00 0.130 33.90 4.4 41.0 Vel = 13.43 18.92 2. 635 2E 46.43 45.4 45.4 A8 C=120 2T 49.42 3.3 0.0 See PATH 16 244.92 0. 151 95.85 14.5 45.4 Vel = 14.55 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ECHN Bldg 3 Drawing Date: 10121110 16:30 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 W 244.92 63.3 K = 30.79 15 27 1.049 1T 3. 67 7.4 7.4 K = 5.60 14S C=120 5.00 1.6 0.0 15.27 0.079 8.67 0.7 7.4 Vel = 5.72 14 15.27 9.7 K = 4.90 15.71 1.049 1T 3. 67 7.9 7.9 K = 5. 60 15S C=120 5.00 1.6 0.0 15.71 0.083 8. 67 0.7 7.9 Vel = 5.89 15 15.71 10.2 K = 4.92 PATH 2 FROM HYDRAULIC REFERENCE 12 TO A4 15.16 1.049 1T 3. 67 7.3 7.3 K = 5.60 12S C=120 5.00 1.6 0.0 15.16 0.078 8. 67 0.7 7.3 Vel = 5. 68 1.380 6.08 9. 6 9.6 EqK = 4.89 12 C=120 0.00 0.0 0.0 21.80 0.040 6.08 0.2 9.6 Vel = 4.72 15.39 1.380 2E 13.33 9.8 9.8 EqK = 4.91 11 C=120 6.00 0.0 0.0 37.19 0.108 19.33 2.1 9.8 Vel = 8.06 17.33 1.380 1T 8.87 11.9 11.9 21 C=120 6.00 0.0 0.0 See PATH 9 54.53 0.219 14.87 3.3 11.9 Vel = 11.81 8.75 2.635 9.49 15.2 15.2 D4 C=120 0.00 0.0 0.0 See PATH 11 63.27 0.012 9.49 0.1 15.2 Vel = 3.76 -19.13 2. 635 10.00 15.3 15.3 D3 C=120 0.00 0.0 0.0 See PATH 12 44.14 0.006 10.00 0.1 15.3 Vel = 2. 62 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) wwwr�sa�m.►� i�wnnnimewa I ECAN Bldg 3 Drawing Date: 10121110 16:30 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 12 TO A4 CONTINUED -22.03 1.380 2T 120.18 15. 4 15.4 D2 C=120 12.00 0.0 0.0 See PATH 13 22.11 0.041 132.18 5.4 15.4 Vel = 4.79 22.03 2. 635 9.98 20.8 20.8 A2 C=120 0.00 0.0 0.0 See PATH 13 44.14 0.006 9.98 0. 1 20.8 Vel = 2. 62 19.13 2. 635 9.51 20. 9 20.9 A3 C=120 0.00 0.0 0.0 See PATH 12 63.27 0.012 9.51 0. 1 20.9 Vel = 3.76 A4 63.27 21.0 K = 13.81 15.39 1.0 49 1T 3.67 7. 6 7. 6 K = 5. 60 11S - C-120 5.00 1. 6 0.0 15.39 0.080 8.67 0.7 7. 6 Ve l = 5 77 11 15.39 9.8 K = 4.91 PATH 3 FROM HYDRAULIC REFERENCE 6 TO A6 16.38 1.049 lE 3.67 8. 6 8. 6 K = 5. 60 6S C=120 2.00 1.6 0.0 16.38 0.090 5.67 0.5 8. 6 Vel = 6.14 1.049 1T 1.00 10.7 10.7 EqK = 5.02 6 C=120 5.00 0.0 0.0 16.38 0.090 6.00 0.5 10.7 Vel = 6.14 12.24 1.380 11.25 11.2 11.2 22 C=120 0.00 0.0 0.0 See PATH 4 28.62 0.066 11.25 0.7 11.2 Vel = 6.20 17.01 1.380 2E 8.54 11.9 11.9 23 C=120 1T 12.00 0.0 0.0 See PATH 6 45.63 0.157 20.54 3.2 11.9 Vel = 9.88 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) �x�ise®nw��•s��e�ira i ECHN Bldg 3 Drawing Date: 10121110 16:30 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 3 FROM HYDRAULIC REFERENCE 6 TO A6 CONTINUED -8.75 2. 635 10.00 15.2 15.2 D5 C=120 0.00 0.0 0.0 See PATH 11 36.88 0.005 10.00 0.0 15.2 Vel = 2.19 35.92 2. 635 9.42 15.2 15.2 G1 C=120 0.00 0.0 0.0 See PATH 8 72.80 0.016 9.42 0.2 15.2 Vel = 4.32 -24.50 2. 635 10.00 15.4 15. 4 F3 C=120 0.00 0.0 0.0 See PATH 14 48.30 0.007 10.00 0.1 15.4 Vel = 2.87 -24.11 1.380 2T 120.18 15.4 15.4 F2 C=120 12.00 0.0 0.0 See PATH 15 24.19 0.049 132.18 6.4 15. 4 Vel = 5.24 24.11 2.635 10.00 21.9 21.9 B2 C=120 0.00 0.0 0.0 See PATH 15 48.30 0.007 10.00 0. 1 21.9 Vel = 2.87 24.50 2'.635 9.42 22.0 22.0 B3 C=120 0.00 0.0 0.0 See PATH 14 72.80 0.016 9.42 0.2 22.0 Vel = 4.32 32.07 2. 635 1T 1.01 22.1 22.1 B4 C=120 16.47 0.0 0.0 See PATH 7 104.87 0.031 17.48 0.5 22.1 Vel = 6.23 A6 104.87 22.7 K = 22.03 PATH 4 FROM HYDRAULIC REFERENCE 7 TO 22 16.47 1.049 1T 3. 67 8.7 8.7 K = 5. 60 7S C=120 5.00 1. 6 0.0 16.47 0.091 8.67 0.8 8.7 Vel = 6.18 1.380 11.67 11.0 11.0 EqK = 4.96 7 C=120 0.00 0.0 0.0 12.24 0.014 11.67 0.2 11.0 Vel = 2. 65 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i ECHN Bldg 3 Drawing Date: 10/21/10 16:30 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 22 12.24 11.2 K = 3.66 PATH 5 FROM HYDRAULIC REFERENCE 7 TO A5 16.47 1.049 1T 3. 67 8.7 8.7 K = 5.60 7S C=120 5.00 1. 6 0.0 16.47 0.091 8. 67 0.8 8.7 Vel = 6.18 1.380 2E 13.33 11.0 11.0 EqK = 4.96 7 C=120 6.00 0.0 0.0 4.23 0.002 19.33 0.0 11.0 Vel = 0.92 16.51 1.380 12.00 11.1 11.1 EqK = 4.96 8 C=120 0.00 0.0 0.0 20.74 0.037 12.00 0.4 11. 1 Vel = 4.49 16.89 1.380 4E 70.72 11.5 11.5 EqK = 4.98 9 C=120 1T 18.00 0.0 0.0 37. 63 0.110 88.72 9.8 11.5 Vel = 8.15 A5 37.63 21.3 K = 8.16 16.51 1.049 1T 3. 67 8.7 8.7 K = 5.60 8S C=120 5.00 1.6 0.0 16.51 0.091 8.67 0.8 8.7 Vel = 6.19 8 16.51 11.1 K = 4.96 16.89 1.049 1T 3. 67 9.1 9.1 K = 5.60 9S C=120 5.00 1.6 0.0 16.89 0.095 8.67 0.8 9.1 Vel = 6.33 9 16.89 11.5 K = 4.98 PATH 6 FROM HYDRAULIC REFERENCE 5 TO 23 17.01 1.049 lE 3.67 9.2 9.2 K = 5. 60 5S C=120 2.00 1.6 0.0 17.01 0.096 5.67 0.6 9.2 Vel = 6.38 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i ECAN Bldg 3 Drawing Date: 10121110 16:30 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 6 FROM HYDRAULIC REFERENCE 5 TO 23 CONTINUED 1.049 1T 1.00 11.4 11.4 EqK = 5.05 5 C=120 5.00 0.0 0.0 17.01 0.096 6.00 0.6 11.4 Vel = 6.38 23 17.01 11.9 K = 4.92 PATH 7 FROM HYDRAULIC REFERENCE 3 TO B4 16.82 1.049 1T 3.67 9.0 9.0 K = 5. 60 3S C=120 5.00 1.6 0.0 16.82 0.094 8. 67 0.8 9.0 Vel = 6.30 1.380 4E 15.33 11.4 11.4 EqK = 4.97 3 C=120 12.00 0.0 0.0 14.80 0.020 27.33 0.5 11.4 Vel = 3.20 17.27 1.380 8E 93. 69 12.0 12.0 EqK = 4.99 4 C=120 1T 30.00 0.0 0.0 32.07 0.082 123. 69 10.1 12.0 Vel = 6.95 B4 32.07 22.1 K = 6.82 17.27 1.049 1T 3.67 9.5 9.5 K = 5.60 4S C=120 5.00 1.6 0.0 17.27 0.099 8.67 0.9 9.5 Vel = 6.47 4 17.27 12.0 K = 4.99 PATH 8 FROM HYDRAULIC REFERENCE 3 TO G1 16.82 1.049 1T 3.67 9.0 9.0 K = 5.60 3S C=120 5.00 1.6 0.0 16.82 0.094 8. 67 0.8 9.0 Vel = 6.30 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ECHN Bldg 3 Drawing Date: 10121110 16:30 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF x'C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 8 FROM HYDRAULIC REFERENCE 3 TO G1 CONTINUED 1.380 10. 67 11.4 11.4 EqK = 4.97 3 C=120 0.00 0.0 0.0 2.02 0.000 10. 67 0.0 11.4 Vel = 0.44 16.82 1.380 9.58 11.4 11.4 EqK = 4.97 2 C=120 0.00 0.0 0.0 18.84 0.031 9.58 0.3 11.4 Vel = 4.08 17.07 1.380 4E 16.54 11.7 11.7 EqK = 4.99 1 C=120 1T 18.00 0.0 0.0 35.92 0.101 34.54 3.5 11.7 Vel = 7.78 G1 35.92 15.2 K = 9.21 16.82 1.049 1T 3.67 9.0 9.0 K = 5. 60 2S C=120 5.00 1.6 0.0 16.82 0.094 8. 67 0.8 9.0 Vel = 6.31 2 16.82 11.4 K = 4.97 17.07 1.049 1T 3.67 9.3 9.3 K = 5. 60 1S C=120 5.00 1.6 0.0 17.07 0.097 8.67 0.8 9.3 Vel = 6.40 1 17.07 11.7 K = 4.99 PATH 9 FROM HYDRAULIC REFERENCE 10 TO 21 17.33 1.049 lE 3. 67 9.6 9.6 K = 5.60 i0s C=120 2.00 1. 6 0.0 17.33 0.100 5.67 0. 6 9. 6 Vel = 6.50 1.380 1T 1.00 11.7 11.7 EqK = 5.06 10 C=120 6.00 0.0 0.0 17.33 0.026 7.00 0.2 11.7 Vel = 3.75 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) �nas�.s�ucr±s_,n���^�-_.r.x ar�_�.e^�^•--�tsz�c�w�r.���e swim ECBN Bldg 3 Drawing Date: 10121110 16:30 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 21 17.33 11. 9 K = 5.02 PATH 10 FROM HYDRAULIC REFERENCE 20 TO 12 6. 65 1.380 1T 3.85 9.5 9.5 20 C=120 6.00 0.0 0.0 See PATH 1 6.65 0.004 9.85 0.0 9.5 Vel = 1.44 12 6.65 9.6 K = 2.15 15.16 1.049 1T 3. 67 7.3 7.3 K = 5.60 12S C=120 5.00 1. 6 0.0 15.16 0.078 8.67 0.7 7.3 Vel = 5. 68 12 15. 16 9. 6 K = 4.89 PATH 11 FROM HYDRAULIC REFERENCE D5 TO D4 8.75 2.635 10.00 15.2 15.2 D5 C=120 0.00 0.0 0.0 See PATH 3 8.75 0.000 10.00 0.0 15.2 Vel = 0.52 D4 8.75 15.2 K = 2.25 PATH 12 FROM HYDRAULIC REFERENCE D3 TO A3 19.13 1.380 7E 137.79 15.3 15.3 D3 C=120 3T 39.00 0.0 0.0 See PATH 2 19.13 0.032 176.79 5. 6 15.3 Vel = 4.14 A3 19.13 20.9 K = 4.19 PATH 13 FROM HYDRAULIC REFERENCE D2 TO A2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ECHN Bldg 3 Drawing Date: 10121110 16:30 Tyco Fire Products Page 14 HYD. Qa DIA. FITTING PIPE Pt Pt REF '►C►► TYPES FTNG►S Pe Pv ******* ******* POINT Qt Pf/ft NOTES TOTAL Pf pn PATH 13 FROM HYDRAULIC REFERENCE D2 TO A2 CONTINUED 22.03 2. 635 10.00 15.4 15.4 D2 C=120 0.00 0.0 0.0 See PATH 2 22.03 0.002 10.00 0.0 15.4 Vel = 1.31 1.380 2T 120.18 15.4 15.4 D1 C=120 12.00 0.0 0.0 22.03 0.041 132.18 5.4 15.4 Vel = 4.77 2. 635 10.00 20.8 20.8 Al C=120 0.00 0.0 0.0 22.03 0. 002 10.00 0.0 20.8 Vel = 1.31 A2 22.03 20.8 K = 4.83 PATH 14 FROM HYDRAULIC REFERENCE F3 TO B3 24.50 1.380 2T 120.18 15.4 15.4 F3 C=120 12.00 0.0 0.0 See PATH 3 24.50 0.050 132.18 6. 6 15.4 Vel = 5.31 B3 24.50 22.0 K = 5.23 PATH 15 FROM HYDRAULIC REFERENCE F2 TO B2 24.11 2. 635 10.00 15.4 15.4 F2 C=120 0.00 0.0 0.0 See PATH 3 24.11 0.002 10.00 0.0 15.4 Vel = 1.43 1.380 2T 120.18 15.5 15.5 F1 C=120 12.00 0.0 0.0 24.11 0.048 132.18 6.4 15.5 Vel = 5.22 2. 635 10.00 21.9 21.9 B1 C=120 0.00 0.0 0.0 24.11 0.002 10.00 0.0 21.9 Vel = 1.43 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) EffitS'i ECHN Bldg 3 Drawing Date: 10121110 16:30 Tyco Fire Products Page 15 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn B2 24.11 21.9 K = 5.15 PATH 16 FROM HYDRAULIC REFERENCE A7 TO A8 18.92 2 635 1T 1.99 41.0 41.0 A7 C=120 16.47 0.0 0.0 See PATH 1 18.92 0.001 18.46 0.0 41.0 Vel = 1.12 -6.49 2. 635 10 00 41.1 41.1 C3 C=120 0 00 0.0 0.0 See PATH 17 12.43 0.001 10.00 0.0 41.1 Vel = 0.74 -6.03 1.380 2T 112.17 41.1 41.1 C2 C=120 12.00 0.0 0.0 See PATH 18 6.41 0.004 124.17 0.5 41.1 Vel = 1.39 6.03 2.635 10.00 41.6 41.6 H5 C=120 0.00 0.0 0.0 See PATH 18 12.43 0.001 10.00 0.0 41. 6 Vel = 0.74 6.49 2. 635 19.42 41.6 41. 6 H6 C=120 0.00 0.0 0.0 See PATH 17 18.92 0.001 19.42 0.0 41. 6 Vel = 1.12 1.380 2T 112.17 41.6 41.6 H7 C=120 12.00 0.0 0.0 18.92 0.031 124.17 3.8 41.6 Vel = 4.10 A8 18.92 45.4 K = 2.81 PATH 17 FROM HYDRAULIC REFERENCE C3 TO H6 6.49 1.380 2T 112.17 41.1 41.1 C3 C=120 12.00 0.0 0.0 See PATH 16 6.49 0.004 124 .17 0.5 41.1 Vel = 1.40 H6 6.49 41.6 K = 1.01 PATH 18 FROM HYDRAULIC REFERENCE C2 TO H5 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) . ECHN Bldg 3 Drawing Date: 10121110 16:30 Tyco Fire Products Page 16 HYD. Qa DIA. FITTING PIPE Pt Pt REF licit TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 18 FROM HYDRAULIC REFERENCE C2 TO H5 CONTINUED 6.03 2.635 10.00 41.1 41.1 C2 C=120 0.00 0.0 0.0 See PATH 16 6.03 0.000 10.00 0.0 41.1 Vel = 0.36 1.380 4E 114.14 41.1 41.1 c1 C=120 2T 24.00 0.0 0.0 6.03 0.004 138.14 0.5 41.1 Vel = 1.31 2.635 10.00 41.6 41. 6 H4 C=120 0.00 0.0 0.0 6.03 0.000 10.00 0.0 41. 6 Vel = 0.36 H5 6.03 41 6 K = 0.93 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance a ECHN Bldg 3 Static Pres: 104.0 psi Pressure: 71.4 psi In: 0 gpm 2700 Tamarack Ave Resid. Pres: 74.0 psi Sys Flow: 245 gpm Out: 100 gpm South Windsor, CT Flow: 1920 gpm Sys+Hose: 345 gpm Remote Area: 1 Date: 3/11/08 Safety Pres: 31.3 psi Loc:Tamarack Ave& Demings St Hd Elv Pres: 11.0 psi 140 120 100 Su I P 80 S 100 gpm hose 60 40 20 11.0 ps' 100 150 200 250 300 350 400 450 500 Flnw (nnml REVISIONS Y2" GENERAL NOTES: # DATE2TO SYSSYSTEMXOTE 1 .) OCCUPANCY: OFFICES. LIGHT HAZARD OCCUPANCY. 2.) THE SCOPE OF WORK UNDER THIS CONTRACT CONSISTS OF THE FOLLOWING: INSTALLING SPRINKLER PROTECTION THROUGHOUT THE BUILDING WHICH INCLUDES UPRIGHT PROTECTION FOR FUTURE TENANTS & PENDENTS IN ALL COMMON AREAS 1 . 6" x 3" FLANGED CONCENTRIC REDUCER 3.) THE FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH NFPA 13 2002. 2. 2 %2" WILKINS 350 DOUBLE CHECK ASSEMBLY BACKFLOW PREVENTER w/ BUTTERFLY VALVES & THE FIRE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY CALCULATED FOR LIGHT HAZARD © ® • ® TAMPER SWITCHES OCCUPANCY w/ A DESIGN DENSITY OF . 10/1500 SQ FT. AND 100 GPM FOR HOSE STREAM. t � 3. 2 %2" RELIABLE MODEL CR COMMERCIAL RISER MANIFOLD w/ FLOW SWITCH, TEST & DRAIN VALVE,- 4.) ALL PENDENT SPRINKLERS SHALL BE INSTALLED !N THE CENTER OF CEILING TILE. PIPE DISCHARGE TO OUTSIDE LOCATION SPLASH PAD TO BE PROVIDED BY GC/SITE CONTRACTOR 5.) ALL PIPE 1 " FOR ARMOVERS TO HEADS SHALL BE SCH 40 w/ CAST IRON THREADED FITTINGS. 4. 4" RELIABLE MODEL G GROOVED CHECK VALVE ALL PIPE 1 1/4" FOR GRID LINES & OUTRIGGERS & 2 %2" FOR MAINS SHALL BE SCH 10 w/ ROLLED GROOVES, GROOVED FITTINGS WELDED OUTLETS. 0 5. 4" x 2 %2" x 2 %2" FIRE DEPT CONNECTION w/ CAPS & CHAINS 6. 6" ELECTRIC BELL ALARM (ELECTRICAL WIRING BY OTHERS) 8.) ALL HANGERS SHALL BE FURNISHED & INSTALLED IN ACCORDANCE w/ NFPA #13 2002 9.) STRUCTURAL LOAD BEARING ANALYSIS OF THE FIRE SPRINKLER SYSTEM AND ITS RELATED 6" UNDERGROUND FURNISHED 8 INSTALLED COMPONENTS HAS NOT BEEN INCLUDED AS PART OF THIS CONTRACT. BALL DRIP BY OTHERS IN ACCORDANCE WITH NFPA 13 10.) ADEQUATE HEAT (ABOVE 400F), MUST BE PROVIDED THROUGHOUT THE BUILDING TO PREVENT FREEZING RISER DETAIL OF WATER IN SPRINKLER SYSTEM. NTS . 7 .8 I 2 3 4 5 6 7 32'-0" 32'-0" 32'-0" 3 V-0 1/4" I I I -- I I I I INSPECTOR'S TESTS LOCATED IN RISER ROOM i ! II ' I I �� 1 " 1 u I I I , 4 x 2/ x 2/ FIRE DEPT CONNECTION 6-3 4 8'-1„ 1�-4" 5_91 I I ,I I I �4 - - - - - - F S TS T - - - - - - 2'-9" - 9'-3" - - - - - - - - - - - - - - - - - _ REARVEST - - I I •' I� 105 ' New 8 Underground — — — — — — U _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I-_ A SPRINK.RM - i iD 2'-6� � o io II _ 106 ; �,, , I Tamarack Ave - � ' IL O 1,4 114 1,4 — I 1,4 114 ,14 N ^�� 14 1 6 1,4 114 114 114 1,4 114 114 114 114 ,,4 LU Y 1 ..-L Q � I r 0-6 11-612 5-2 6-212 I 11-61z 0-6 0 012 , 9 7-0 12-0 12- 12-0 12- 12-0 6-10 5-2 12-0 0-6 I I M IY.1-- -1 _ ff 25-5 IJU I I I I I o I I I 1E �- o L-- I ;10'-2„; I 'J- b $ o Z fJ lz 1. it 1_ N U o Q LU dj A8 - �-- H7, I LU l� . z 1UH:i1f11 114 114 114 114 ^� 114 ^ ,14 I 114 1,4 114 114 114 114 114 114 � ,14 ~ 0-6 11-61z �_ 5-2 co 6-212 �; ff 11-612 1G-0 1--7 CORRIDOR m 12-0 m 1"_ m 12-0 cp 1 m 12-0 cp 6-10 m 5-2 m 12-0 � 0-6 I BO 0 T IU o I o ELE,T.Rh. o Ul — $ aw 107 0 I �,�„ _ o Q� zm� m�IL 1 = I I , , � , � I I I I I I I I I I I � I �'� w � ° ��(-'�$ ,� 1 , , 4 =U> t = F- I ` F � = �� � UJ UV� � r 114 114 114 114 I 114 114 - N „4 I 114 114 114 114 114 114 114 114 114 I I � lu$ �Ufa, O x I 11-612 5-2 6-212 11-612 5- 4-11 12-0 12- 12-0 12- 12-0 6-10 5-2 12-0 1 IL 13 0 N Q J Z I Fn in r ir, inU 11IzN$ $ W24 `i - ' I W2 W2 ,� W 4 — ( _ LU 3 l I o C _ rt B Nz 7W fit=-Zf- -1Ce) + 1. � o ELEV 3ACH �0°0 0 o H) o t� O 1lU c) � 1° O 0 21-1012 - - I I o Z 111 lUly- fQ f 1, 114 114 114 .,, „4 114 ir.1 i:. ,14 n— 114 114 114 114 1,4 1,4 114 114 114 1,4 � F 1.1 "� $ 0- 11-612 5-2 6-212 I 1,-612 I 7-11 E 4 8 7-712 12-0 12- 12-0 12- 12-0 6-10 5-2 12-0 I 0-6 - Ulu ' 1 M ,r, (�5 5 W c0 0 Q 1 U IL sTA►R'A' I ,,4 I I I 2,5�2„ ^ I III I I I P �- I I I o I I I I N 1� c� 110 5-3 9.�. O FF PIPE E S HAL B E o o o � t z �- o CLINICAL OFF. I 1"BUTTERBALL VALVE w/BUILT-IN TAMPER 10 -2 AFF 10 A OVE 9 - C E I L I N Y{7 I _ _ R +- LL U- N E $n o L O o i C2 109 SWITCH I ( I I ) =N V U H5 I � �, � I � � SEAL , i I 111 IIy - I New 6 Underground 1 4 1 4 ;2 CO I 7-112 CD 12-0 cc, 12 a, 12-0 co 12 cfl 12-0 cD 6-10 m 1 I I I 5'-3„ I ° I START' c 2'-11y2" I 1'-10?!" CLINICAL OFF. _ 110 f I I I I I I I I 108 I I H4 I I 1e LIE.N0.0001 1,4 114 114 114 114 114 0-10 114 114 ,14 114 114 ! 114 114 114 114 114 I I Q JIAI 0-6 11-612 5-2 6-212 11-612 1-1112 4-9 12-0 12- 12-0 12- 2-0 6-10 5-2 12-0 0-6 10 K.TH S o I1"BUTTERBALL ALVE o o I — I - i _ w/BUILT-IN TAM ER , , FLOW TEST INFORMATIONLO //l1 I fill W24 — W1 tl W2 SWITCH — W2 — - w 4 — _ _ STATI 1 T _ C C. 04 PSI 1 - E3 1,4 H3 , I RESIDUAL: 74 PSI 114 114 114 114 114 114 114 114 114 ,14 114 114 114 114 114 FLOW: 1920 GPM 0-6 11-612 5-2 6-212 11-61z 0-6 EL A 5-5 12- 12-0 12- 12-0 6-10 5-2 12-0 0-6 I N � ' ' DATE OF TEST: MARCH 11 , 2008 ELEVATION: SAME AS FIRST FLOOR Cq i H2 I I LOCATION: TAMARACK AVE & N js '-' o DEMINGS ST - 14 114 114 114 114 ,14 I ( ^ N I 114 114 114 114 114 ,14 114 114 114 114 I I 6 11-612 5-2 6-212 "-612 0-6 8-312 10-5 12- 12-0 12- 12-0 6-10 5-2 12-0 0-6 00 INFORMATION OBTAINED FROM '-" '" U 10'-2"I LOBBY 10'-2 N 1 , 9 9 (a NECTICUT WATER COMPANY 3'-0Y2" .- o I I .. o - I (// = cp OPEN TO H, o I d ABOVE , t114 4)7114 114 114 114 114 114 114 114 114 1,4 114 11a 114 114 N pUj _ 11-612 5-2 - ' 6-212 11-612 0-6 I 4-11 = 10-5 n 12- 12-0 12- 12-0 6-10 5-2 12-0 X o I in CO O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �---- - \' U Ci Ttni I .Ili 5' 4' ' 0'-4" 2'-9" 9'-3" 10'-9" 1'-3" y4 ; , I VESTI3UL� •. I I i D.5 I I I I Site Plan NTS - _ _ _ _ _ _ ►_ I _ _ - _ _ _ _ _ _ - _ _ _ _ _ - �-- _ U I I WOOD OR CONCRETE Cp FIRE-S?RIN'z_R P?E DECK ..:..:..: i:..:..:.. ,.: ..• . .<."] 1� L/ J RETAINING STRAP PACK A1•:NLTLAI:SPACE BEAM CLAMP I I I I RTC R AMP w'/MINERAL FIBER / I I STEEL BEAMOIST SAMMY'S SUPER SCREW HiLTI DROP-IN ANCHOR AI-I.THREAD ROD F ^/ I I LL THREAD ROD %-ALL THREAD ROD NFPA RING HANGER NFP',RING HANGER W NFPA RING HANGER I '� 5T LO REHO,_EPER AULI ALL AROUNDNt-e W TOP AND BOTTOM W/ APPROVED,FTRESTOP 2 2 2 SEALANT ,, 2 2. 1 2.2 2.3 2. 3 3.5 1/811= 1 1-O° C-TYPE BEAM CLAMP POWER DRIVEN STUD EXPANSION CASE FIRE STOPPING THROUGH FLOOR FIRE RATED WALLONL O/ ,1 A KALL AROUND BOTH SIDES WITH CORE HOLE PER APPROVED FIRECTOP _ \ NFPA-13 SEALANT LEGEND W TOLCO FIG.990 9 OI TOLCO FIG.990 LC FIG.4R0 I TOLCO FIG. R U TOLCO FIG.4A T U O TOLCO FIG.1000 -wj \ TOLCO FIG.1000 `y/ PACK ANNULAR SPACE .i-EEVE TO BE BLACK /g^ STEELSCH.'°PIPE HEIGHT TO CEILING AFF °- MAX E ] HEIGHT TO CENTER LINE OF PIPE AFF DRAWN BY: SAS LONGITUDINAL BRACE I LATERAL BRACE - 4 WAY BRAG- + FIRE STOPPING THROUGH WALL + 4 WAY SWAY BRACE CHECKED BY: DT �j 0 SCALE: AS-NOTED - LONGITUDINAL SWAY DATE: 10-21-10 ALL UPRIGHTS ARE ON 1 " SPRIGS LATERAL SWAY BRACE 2ND POSITION FINISH TEMP K NPT SIN MFG. MODEL SHEET #: FP of 2 O — — - TRAPEEZE BAR JOB #. Q 11 CONIC PEND WHITE 155 5.60 1/2" R5415 RELIABLE G4A O U . N .O. HYDRAULIC NODE OO 111 UPRIGHT BRASS 155 5.60 1/2" RA1425 RELIABLE F1 FR56 a 2 SIDEWALL BRASS 200 5.60 1/2" RA1435 RELIABLE F1 FR56 TS TAMPER SWITCH I O t 1 DRY SIDEWALL CHROME 155 5�.60 1/2" R5734 RELIABLE F3QR FS WATERFLOW SWITCH 2 4 6 8 10 12 14 16 18 O REVISIONS # DATE NOTE X X X D C B A 28'-11" I 30'-0" 28'-11" bo i i I I I I I I , I I I o 1 7 ih M _ `- - N I I o i i I bt UUNU t-LUUN I I I CD ^ N N O I I I I N FIRST FLOOR SECTION VIEW Ys 11 1 1_011 1 r.7 r.8 I ('z) n n n 6r7 Y 32'-0" 32'-0" 32'-01' 31'-1" .01 \�I jl I I I I I i i U u- 1I I I I I I 1 W N Llt 9.-8%4" 0'-9'X4„ '-4" 9'-8" 10'-4" 1'-81, f- 5'-43�4" 12'-1" I II I j� c0 12'-1" 5'-5" I d) O 1 - - - - A tl1 W � Q 1L ' I — < OZnz- I - - - - - - - - - - - - - - - II FL �- - - - - - - - - - - - - - - - - - - - - - - - - -l-- - - A � ; uon� Lu 7 1 ,14 114 B1 ,14 ,14 ,14 ,14 ,14 114 114 ,14 114 114 114 F1 `" ,,4 114.D1 r I HYDRAULIC DESIGN DATA AREA 1 O p= r� .� ,� 0-6 i I I I A.H.J. LOCAL FIRE MARSHAL IY d , •�. +--�' v �-- �- I 12-01 1 .e—� IV-4 12 1 i2-0 I 1 12-0 1 1 10-6 1 9-61 I 9-10 1 9-61 1 12-0 I I 2-u 1 12-0 I IF-0•2 �' I , IIc-u I - - -4 ,L DESIGN STD. NFPA 1-61z O -1 O U O O dcl 1-712 PIPE TYPES LU 10'_2 I I MAINS BLACK SCH. 10 +- —,Mw m a.A� BRANCHES I IF, CD - - SPRWKLER ORIFICE BLACK 2"c KH.=0 5.6 = W d UO Z n - Ul rlO'-2'; AREA LOCATION 2ND FLOOR �_ C +- -i l'3 c O W+_- d I I # OF FLOWING SPRINKLERS 15 LU 1u Q U X 114 114 2 114 114 114 114 114 114 114 114 114 114 114 F2 114 114 �+ DENSITY ff .10 G.P.M./SQ.FT. '1 O 0 [� lu Ili 0-6 12-0 11 10-4 2 12-0 12-0 10-6 9-6 9-10 9-6 12-0 12-0 12-0 1 -512 �14 12-0 0-6 N REMOTE AREA 1500 SOFT. 1.LI - +�- Z }�-z Q 1-712 1-612 I 1 DEMAND AT BASE OF RISER / _ 0<_ o o I I � n� D I Q� C u A II I R� _ I I FLOW 244.9 G.P.M. „ 7_ +- - o v u e If s_ v e ei Ae_e_ v CLINICAL OFF. _ �i I I PRESSURE 63.3 P.S.I. �� Z w- )u F- z 1 10'-2'1 AFF (10" ABOVE 9'-4"1 CEILING) I 1 I I 204 I I I I � I I INSIDE HOSE STREAM G.P.M. Z (3 1 N � N � z0 1 I I I I I DEMAND AT SOURCE CONNECTION � Z Z w W N m m z �q r4 r< ( B3 114 114 114 114 114 114 114 114 114 114 114 F3 114 114 - FLOW 344.9 G.P.6!. Q U1 lu (L+-— Z Q-6 12-0 10-42 12-0 12-0 10-6 9-6 9-10 9-6 12-0 12-0 12-0 1 512 1 12-0 0-6 I I PRESSURE 71.4 P.S.I. N b Z LU JU 1 _ OUTSIDE HOSE STREAM 10D G.P.M. n n n +_ O� LL O -� IL 1-712 —1- B P u—u- O IL N OU 5' 1 f�� AL I�I I I I I I I I ' Y 4 m — - , 114 t0 I I I SE - 'f' r I I!II r CO�14 11� { 11-71\ I �84 11a I _ 114 I I 114 114 11 �14 I 114 1r 4 \ 114 -- - D-6 p1,.,<I t,a I 11 c I 1 111 C 6 01. �: `=' 8-412 I �-. 71c I 6-0 I v 12-0 � 2-2 1 0 I - 11-6 11�-0 .0 120TZ' - 1 1 107.0 1 S-7 110.0 1 0 u I 14 h� 0-6 �L_ B.2 - - 17-1012 A6 r 3 1-512 STAIR'A' _ I I I 10'-2] I I I _ b I I I STN 1 204 B 1 OLINICAL — U5 �r A5 200 1 ' 114 114 1 1 1 g•�.ie 1 114 114 114 d' O� 1-5 8 9- 11-8 0 11 3 A�3 > �� OM 114 1--1 1 11 „< 114 11 114I 114 2-812 8-6 114 1� O 114 114 1 1 .0 1 N, 1, 114/ 114 114 1�' 6 li O ID ICDM! 00 , 1 °' co 5-1 11 6 12-0 2-3 113.0 6 \1 112. -!- 5-612 12-D 5-2 I I O I 1 1 6 1 8-4 z 12-0 7-1 4-'I 5-9 z , I f 11 1 20.0 —� 5 ,4 ' 4 I M 1-0 1-71z ^ i-512 � I � I I I °��6 I I I i I I {�:�(^I �• I I - �_ I I � � � � o , A4 c ( 2 12 , 1 10 > D4 ±10'-2 B.8 15 14 4 1 1 p�1c11<D r 4 r 4 N 114 ,1 114 1 114 1 114 114 ^ 114 4 1�4 1 < 0-e 120. IO.V 6 6—.3 ~ �I 1 114 114 I C� 0-6 10-6 1 8-412 r� 0-9 5-11 11-91 8- _- 12 11�6 115 1 0-4 93. - � 4 � 2 8-1�2 11, 12-D 6 I — T_ 1-712 -0 1-5 2 _ m A3 - D3 , `� I W co U 0 B 1 a ELEV.A 114 114 114 114 I 14 1 ,14 1, 114 114 114 114 114 ,14 V.3kz:V aR = 6 12-0 10-4 2 11-6 - - 1- 2-2 7-81z 1 6 7-3 , , 12-0 1 51z 12-0 6 N 1 Z 1 1-712 I , I 12 2-9 2-4 1'fi;z 1 I u U c _ _ � I I -A I I Lu r `� 1 I A2 114 12 _ D2 N Q � m 11 114 114 114 ,14 114 O 114 114 114 114 114 114 114 ,14 1 I ti v 1 I 0-6 12-0 1 10-42 11-6 I - 9-7 9-10 9-6 12-0 12-0 12-0 1 512 1 12-0 �6 60 /� 0 Z 4 1-712 _ — 1-612 I N cA O � � U - _RN I STAIR'c' I I I I I I I I I I I I o, - Al 1 01 I 1 I I ' 114 114 114 114 I 1�4 ,4 114 1141 114 114 114 I I 114 114 \\\ 114 ,14 D-6 - 6 12-0 0 10-4 2 11-6 I 8 0 9-1 9-6 12-0 12-0 12-0 1 512 " 1 11' 11-0 1 I I I 1-712 1 1 6 z 1-0 I I 9'-8" 10'-4" l I o.5 1 I _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ 1 _ _ �_ _ _ _ - I- - - —I- - - - -I--- I I E n W r Q ALL UPRIGHTS ARE ON 1 SPRIGS I I I I 1 U . N .O. o 2nd F100K l 1/811_ 1 1-011 ' 2 2. 1 2.2 2.3 2.G 3 U 3.5 LEGEND I UI I I W O HEIGHT TO CEILING AFF [ ] HEIGHT TO CENTER LINE OF PIPE AFF DRAWN BY' SAS -� 4 WAY SWAY BRACE CHECKED BY' DT LONGITUDINAL SWAY BRACE SCALE: AS-NOTED DATE: 10-21-10 LATERAL SWAY BRACE SHEET #: FP 2 of 2 O — — — TRAPEEZE BAR JOB #: OHYDRAULIC NODE cSy C' 2ND POSITION FINISH TEMP K NPT SIN MFG. MODEL TS TAMPER SWITCH I O Q 10 CONC PEND WHITE 155 5.60 1/2" R5415 RELIABLE G4A �� FS WATERFLOW SWITCH 2' 4' 6' 8' 10' 12' 14' 16' 18' OO 124 UPRIGHT BRASS 155 5.60 1/2 RA1425 RELIABLE F1 FR56 REVISIONS GENERAL NOTES: # DATE NOTE 2 Y2" TO SYSTEM x x x 1 .) OCCUPANCY- OFFICES. LIGHT HAZARD OCCUPANCY. 2.) THE SCOPE OF WORK UNDER THIS CONTRACT CONSISTS OF THE FOLLOWING: INSTALLING SPRINKLER PROTECTION THROUGHOUT THE BUILDING WHICH INCLUDES UPRIGHT PROTECTION FOR FUTURE TENANTS & PENDENTS IN ALL COMMON AREAS 1 . 6" x 3" FLANGED CONCENTRIC REDUCER 3.) THE FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH NFPA 13 2002. THE FIRE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY CALCULATED FOR LIGHT HAZARD © [4-1 � 2. 2 %2" WILKINS 350 DOUBLE CHECK ASSEMBLY BACKFLOW PREVENTER w/ BUTTERFLY VALVES &TAMPER SWITCHES OCCUPANCY w/ A DESIGN DENSITY OF .10/1500 SQ FT. AND 100 GPM FOR HOSE STREAM. 3. 2 /2 RELIABLE MODEL CR COMMERCIAL RISER MANIFOLD w/ FLOW SWITCH, TEST & DRAIN VALVE,- 4.) ALL PENDENT SPRINKLERS SHALL BE INSTALLED IN THE CENTER OF CEILING TILE. PIPE DISCHARGE TO OUTSIDE LOCATION SPLASH PAD TO BE PROVIDED BY GC/SITE CONTRACTOR 5.) ALL PIPE 1 " FOR ARMOVERS TO HEADS SHALL BE SCH 40 w/ CAST IRON THREADED FITTINGS. 0 4. 4" RELIABLE MODEL G GROOVED CHECK VALVE ALL PIPE 1 1/4" FOR GRID LINES & OUTRIGGERS & 2 %2" FOR MAINS SHALL BE SCH 10 w/ ROLLED GROOVES, - 5. 411 x 2 %2" x 2 %2" FIRE DEPT CONNECTION w/ CAPS & CHAINS R ) AI I HANC-,FR GROOVED S FITTINGS WELDED OUTLETS.SHAI I RF FURNISHFD p INSTAI -I FD IN ACCORDAN(',F w/ NFPA #13 2002 6. 6" ELECTRIC BELL ALARM (ELECTRICAL WIRING BY O I HERS) 9.) STRUCTURAL LOAD BEARING ANALYSIS OF THE FIRE SPRINKLER SYSTEM AND ITS RELATED COMPONENTS HAS NOT BEEN INCLUDED AS PART OF THIS CONTRACT. %2" BALL DRIP 6" UNDERGROUND FURNISHED & INSTALLED 10.) ADEQUATE HEAT (ABOVE 400F), MUST BE PROVIDED THROUGHOUT THE BUILDING TO PREVENT FREEZING BY OTHERS IN ACCORDANCE WITH NFPA 13 RISER DETAIL OF WATER IN SPRINKLER SYSTEM. NITS .7 .8 I 2 3 4 5 6 7 32'-0" 32'-0" 32'-0" 31'-0 1/4" i \ 1 I I I 1 i INSPECTOR'S TESTS LOCATED IN RISER ROOM I I 1 , 4"x 2%"x 2%" FIRE DEPT CONNECTION 6t_33 I 1 I I ,I �4�� 8'-1" 17'-4" 1 I 8'-11, 5'-9�4" - - <F,( TS T - - - - - - - 29 9-3 - - - - - - - - - - - - - - - - - I - - - - ' 'A New 8" Undergroundrr- N I� REARVEST , I g I 1os - V 1L -�--- A > SPRINK.RM 1 106 2'-6� I Tamarack Ave t- � II - O 114 114 114 I 114 114 114 N ^i� I 14 1 6^ 114 114 114 114 ��< 1�4 CL 114 ��4 �14 ��4 I r 0-6 11-612 5-2 6-21z 11-612 0-6 o v 01z 9 J 7-0 12-0 12- 12-0 12- 12-0 6-1D 5-2 12-0 1 JU w h o �o° o r 25-5 I I I I ^ 0 1 1 u- t- - i r 10'-2 D - 1L( O Z Q z Lu �^ I H7 ; I I - WUW +�cn <F_+- � I 'd 4 -, d q (-� 114 114 114 114 114 114 114 114 114 114 114 114 114 114 Co 114 I , .�f� O -1 11 O 1L 0-6 CO 11-612 (0 5-2 cD 6-21z �_ 11-61z CO10-D 1 117-7 o cD 12-0 m 1 _ co 12-0 m 1 m 12-0 co 6-10 co 5-2 cD 12-0 0-6 pp Vv�� (� _ CORRIDO, _ Z Z 1 a ELECT.RM ^ a I I lu IL _ +_- OZZOcA 0-u 11 i 114 0'�" < _ �- .r5 tub UJ vU-d 114 114 114 11< 114 114 N I CV 114 I 114 114 114 114 114 114 114 11[ 114 I t:;. ,�( Z W V. 1„ /� N -0 c �e. .";, fL O O cn Q ij(ll l l l l l l f1 I 0-6 11-612 5-2 6-212 11-612 5- � - � - 4-11 12-0 12- 12-0 12- 12-0 6-10 5-2 12-0 0-6 I I i i,1 Z z � U �z 1 - v I ff0 '_ (L-1 }+-Zlk�d B CLz �z HJ O $TM� , �_ I I t cn �_ Ik - W24 0 \ i^ .' ,�. i '4 - W2t I W2� ^ W 4 Il( W � - 1- t 1 ELEV MACH oI I o Hs +� O W cn U O 13 io , �f 3� 0 103 �,a I IL _ � o in 0 21-1012 �I I zOZWNWfQzQ ^ 11 114 114 114 114 114 1 < N 11[ 114 114 114 114 11< 1,a 114 114 114 0- 11-612 5-2 6-21z l 11-61z 7-11 6 4 6 17-Pz 12-0 I 12- 12-0 I 12- 12-0 6-10 5-2 12-0 I uj N _ - Z Uj F� J/ STAIR'A' ' ,14 I1 I I i �2 � M� I I I I qOF PIPE SHALE BE I I I t o I I � � o�� 110 I 5-3 ^ CLINICAL OFF. s 4• 1"BUTTERBALL VALVE wl BUILT-IN TAMPER 1 O'-211 AFF 1011 ABOVE 9'-L " CEILING) $a o i C2 109 I SWITCH ( I I 11 \ SEAL I B s• to ralri , .. New 6"' Underground 114 I 11a !.1 SS< 11[ 11[ 11< 1,4 1,< �, 11< 114 114 11< 11< 1,4 114 11< Z. -TT" I I -__ ;� " _ _ _-_. 11-612 _m 5--� `i i%-Q co I 7-11z I col 12-0 cfl 12 m 12-0 co 12 to 12-0 co 6-10 co 5-2 El 1 _ ' ti =n9 - L- H I $-1 1 -LEI -I o I I l I JIH� 0 2'-11/" I I 1'-10Y2" CLINICAL OFF. ^ o , I 110 U �, ^ r I ORN.S".AIR' ' � I I I I 108 I I H4 I I �Q �y _ _ o o �o o I I _ o`� Ll0.N0.0001 n t�� 114 114 114 114 114 114 D 114 114 114 114 114 114 114 114 114 I 114 I ' Q �I£Jif�NN\tv I •"9 0-6 11-612 5-2 6-212 11-612 4-1112 4-9 12-0 12- 12-0 12- 2-0 6-10 5-2 12-0 �6 II IOK.TH PS - 0'-6" 1"BUTTERBALL ALVE = o _ W/BUILT-IN TAM ER , , , II , FLOW TEST INFORMATION %i`'� 1 SWITCH ^ d1- STATIC: 104 PSI W24 W1 W2 W2 W 4 H3 RESIDUAL: 74 PSI N ,-7 - - - - C.3 u� 114 114 114 114 114 114 114 114 114 114 114 11[ 114 114 "4 FLOW: 1920 GPM 0-6 11-612 5-2 6-212 11-612 D-6 _ ELA 5-5 12- @� 12-0 12- 12-o s-to 5-2 12-0 o-s DATE OF TEST: MARCH 11 ,CN 2008 @ I I - r- i I I ELEVATION: S ME AS FIRST FLOOR I I I I I I I I _ , A _ ^ b 0 LOCATION: TAMARACK AVE & m 5'-53�4 t 1 si E2 ^ 114 H2;' ( U @ @ = 1Uj -7 M DEMINGS ST _ 14 114 114 114 114 114 I N 114 114 114 114 114 114 114 114 114 �6 I I I- s D-6 1CD1 - - - - - W 11( 6 _ 1 _ 1 -61 8-3 2 10-5 12 12 0 12- 12-0 6 10 5-2 12 0 1 1L 11 6 z 5-2 6 2 2 11 2 co cD m co m co to m co I �- @ ,R c0 10-21 LOBBY +10-2J N INFORMATION OBTAINED FROM z 1 CONNECTICUT WATER COMPANY �' co I II 101 3-0/ o (� co 'Q OPEN TO E1 ^ o I I I I I H1 I I I I I J w z r ['7 I I I ABOVE I I O 1 1 I I 1 J � @ o t-7 < FE m U 11 114 114 1 114 114 114 114 114 114 114 114 114 114 114 114 114 N nl 11-612 5-2 - ' 6-212 11-612 0-6 4-11 =� 10-5 12- 12-0 12- 12-0 6-10 5-2 12-0 0-6 =a I X @ k q a 1 m O p rn U 6'-3%" 8'-11, b. . o .. .'. 0'-4" 2'-9" . 9'-3" 10'-9" 1'-3" 4 , VESTIBUL •• , I I I 1'-10" g�_g�� 100 I Site Plan J I I I I I NITS _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - --1- - - I I 1 I i w I I WOOD OR CONCRETE CONCR=E FTRE SPRINKI..ER PIP- .:.. ..: I:..:..:.. .:..>..• .:�.. / �� o I I I I I IDECK c RETAINING STRAP - I I I I STEEL BEAM OR OIST SAMM PS SUPER SCR -'ALT,THREAD ROD BEARS CLAMP •.'• :.'•.'•• PACK AN?.`Ui...4I2 SP.4C T AMP W/MINERALFB3FR Q! ' LL THREAD ROD S DROP-IN ANCHOR, r r- %'•ALL THREAD ROD NFPA RTNG HANGER NFPA RLNG I-LA2�GER 1 / I NFPA RING HANGER 15T f LOOK FLAN �_ I I RE HOLE PER HULK ALL AROtiINDI-- A- TOP AND BOTTOb'� APPROVED FIRF.STOP SEALANT 2 2. I 2.2 2,3 2.6 3 3.5 I/8 I -O' C-TYPE BEAM CLAMP POWER DRIVEN STUD EXPANSION CASE FIRE STOPPING THROUGH FLOOR 0 0 FIRE RATED WALL L A K ALL AIROUND CORE HOLE PER BOTH SIDES UTFH APPROVED FIRESTOP � 4.84� NFPA-13 SEALANT U I -'C \ ` TOLfrO FIG.990 F7G.080 TOLL FT g TTILCO FIG.oAn E G E �l D W CO FIG.4A �.907 LC) C) j��-l TOLCO FIG.1000 � \ TOLCO PIG.1000 PACK ANNULAR SPACE LFEVE TO BE BLACK STEELSCH.10PIPE 11'-0" HEIGHT TO CEILING AFF 121 MAX [ ] HEIGHT TO CENTER LINE OF PIPE AFF DRAWN BY: SAS LONGITUDINAL BRACE 1 LATERAL BRACE - 4 WAY BRACE + FIRE STOPPING THROUGH WALL � 4 WAY SWAY BRACE CHECKED BY' DT LONGITUDINAL SWAY BRACE SCALE: AS-NOTED DATE: 10-21-10 ALL UPRIGHTS ARE ON 1 " SPRIGS LATERAL SWAY BRACE 2ND POSITION FINISH TEMP K NPT SIN MFG. MODEL SHEET #: FP1 of 2 O - - - TRAPEEZE BAR JOB #: U . N .0. Q 11 CONC PEND WHITE 155 5.50 1/2" R5415 RELIABLE G4A o HYDRAULIC NODE OO 111 UPRIGHT BRASS 155 5.60 1/2 RA1425 RELIABLE F1 FR56 a 2 SIDEWALL BRASS 200 5.60 1/2" RA1435 RELIABLE F1 FR56 TS TAMPER SWITCH I O ■ ■ ■ ■ ■ ■ ■ , 1 DRY SIDEWALL CHROME 155 5.60 1/2" R5734 RELIABLE F3QR FS WATERFLOW SWITCH 2' 4' 6' 8' 10' 12' 14' 16' 18' REVISIONS DATE NOTE X X X D C B A � 28'-11" i 30'-0" I 28'-11" I I I I I I I ih ' ih <- cV I I o I I SECOND FLOOR q N FIRST FLOOR SECTION VIEW Ys 11 1 1-011 3 4 5 6 7 32'-0" 32'-0" 32'-0" 31'-1" , \ II I ( I I I I w II 8 9'-8j4' 0'-9y4" .4� g,_8. 1p'-1.' �1- 5'-4�4' w L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - q � Z1L Q� I � 0 - - - - - - - - - - - - - - - - - - - - - - °oEZ �, UonwLu (' B1 F1 , I HYDRAULIC DESIGN DATA AREA 1 0 1 < p 0 1 !Y L j 114 114 114 11a 114 114 11< 114 114 114 114 114 114 114 114 A H.J. LOCAL FIRE MARSHAL (�/ :E 0... }- ' 0- 12-0 s—� 10-42 12-0 12-0 10-6 9-6 9-10 9-6 12-0 12-0 12-0 1 512 �� , 12-0 0-6 1 I DESIGN STD. NFPA-13 -1 ()_ J O v Q Q Q o 1-712 1-612 PIPE TYPES 4 o Q _ MAINS BLACK SCH. 10 _ f (�� >n In - - o I I BRANCHES BLACK SCH. 40 (Q+— U Z O q LL 1- -t 0 cp 0 t- SPRINKLER ORIFICE 1 2' K= 5.6 Z 1LI 4 U = y w AREA LOCATION 2ND FLOOR Jf j� � _ �_ Q B2 F2 I I # OF FLOWING SPRINKLERS 15 Lu W ff U X 114 114 O 114 114 114 114 114 114 114 114 114 114 114 _� 114 D-6 �i DENSITY .10 G.P.M./SQ.FT. o 0 c() (� LLl Q 0-6 12-0 1 10-4 z 12-0 12-0 10-6 9-6 9-10 9-6 12-0 12-0 12-0 1 512 1,4 12-0 N REMOTE AREA 150D SOFT. w Z LU Uz tp d d 1-61z 1-712 I 1 DEMAND AT BASE OF RISER w A- (�/ Q W 5 o I i FLOW 244.9 G.P.M. Z _ !L! w =Z OF' PIPE SHALL BE CLINICAL OFF. - o N �— PRESSURE 63.3 P.S.I. — z w-1 o o+- Z 1 = I I I I I 1 1 o'-2'1 AFF (10" ABOVE 9'-4"1 CEILING) I I I I 204 I I I I r I I INSIDE HOSE STREAM G.P.M. +U o w e (K< DEM AND A SOURCE CU-NNEC 1-10N � Z � 7 {'iu �cm Lu w Z q 114 B3 114 114 114 114 114 114 114 114 11a 114 114 `'F3 114 114 I I FLOW 344.9 G.P.M. 111 l.l.l c� d) = t5 — Z 0-6 12-0 10-4 12-0 12-0 10-6 9-6 9-10 9-6 12-0 12-0 12-0 1 512 12-0 0-6 I I PRESSURE 71.4 P.S.I. d) � �' Z Lu E w 1 t s1z OUTSIDE HOSE STREAM 100 G.P.M. C�n W N O Q-� 1-712 v N QL (k N C, cj) IL LL I r= _< <� I <� 1 SEAL N j I ti io 1-712 �p �. 4 0-6 M G1 a 1 rr'4 11' J4 11a 11a I 114 114 11 14 114 1 4 114 114 114 11 1:4 n 1:4 •:4 !(� R ( 4 1 8-412 I 016 I 6-0 I 7 12-0 1 -2 1 tt-6 11�0 .0 120 IZV0 1 1 107.0 1 g-7 1 0.0 1 0 I 2-0 1 I12-0 0-6 QrV�y© U.2 - - 17-101z A6 _ - �' 1-512 1 Go� 1 I STAIR B I Q y I I I I I I I I _ b I Ir CN 204 AZ 1 LINICAL o �14 I � 1 23U.5 �O RRLetC:N0.00 �kR A5 200 114 kEi) 114 114 ' 114 114 1 4 2-81z 8-6 1-5 O8 9-1 1 .0 1 114 11 3 D5 I p IDK 0M N 1 11 114 114 11 114 114 114 1v 114 114 7 113.0 ' 1 112. 114 114 114 ( 6 1 1 6 1 8-412 12-0 7-1 4-1 5-9\ZV1z <� °i 5-1 ttr6 11 12-0 20.0 2-3 6 5 � '5-612 1 12-0 5-2 1 4 1-0 1-71z 1-512 �6r-,I ,— 1 D4 2 � 2 1 1 _ 15 14 4 X-1-3 q�1r114� 114 114 10114 11 114 114 1 11t 114 _ 14 4 14 4 1 . `2 18 6-3 i I �1 0-6 1 6 1 8-41z 5-11 11-9 8-9� - 12 11r6 115 0-4 93. 4 `�' 2 8-112 114 12-0 116 1-712 <�i 9-1 = 1 11-0- 1-51z @ `-- w,ans ' I I - - N A3 � � ��' ay.� D3 - 111 T i LL - - ' ' t CD U \D @ 114 114 114 114 14 1 114 11 114 114 114 1/4 114 114 .3 I— � _ 6 LILI 12-0 10-4 2 11-6 - 1- 2-2 7-812 1 6 7-3 _ , 0-& N I 12-0 1 512 , 12-0 6 �.. O s cA ,14 COx L 11ZCO I I � 1-r2 ' � � 0 2-9 t s 2 � � _ � U o I I I I I I I I 12-4 = - W 1- A2 114 _ ( D2 J @ r O 112 \ I F n N V 114 114 114 114 114 O 114 114 114 114 114 114 114 114 I 1 ^ 1L i 0-6 12-0 t14 10-4 2 11-6 1d-u0-7 9-10 9-6 12-0 12-0 12-0 1 51z 12-0 +- 1-712 yam( 1 612 _10'-2 L*10'-2� - iu RN STAIR'C' I I I I I I I I I \ I I �- U I I I Al I I I I I 01 I I I I D1 1 I I 114 114 114 114 1 4 14 11, 114 114 114 114 114 114 114 114 I IN 12-0 114 10-4 11-6 1 0 9-1 9-6 12-D 12-0 12-0 1 512 114 11-0 10-6 ' I 1—r2 1 c,1 I 1-612 1-0 I - - - - - - - - - - - - - - - - - - - - - -—I---- - - p I -4" 9'-8" 10'-4" 1 OJT_'_T=0P>INSPECTOR'S�ST 12- (ONL IF NEEDED) Q I 1 I Iz Q c� _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ J _ _ �_ _ _ ---- ALL UPRIGHTS ARE ON 1 " SPRIGS ' I I U . N .O. o 2nd (LOOK , I o RQ I II I o 1/,511— 1 1-011 1 U 2 • 1 2.2 2.3 2.G 3 3,5 �w LEGEND w C) ck: E1 HEIGHT TO CEILING AFF °- [ ] HEIGHT TO CENTER LINE OF PIPE AFF DRAWN BY: SAS 4 WAY SWAY BRACE CHECKED BY: DT LONGITUDINAL SWAY BRACE SCALE: AS—NOTED DATE: 10-21-10 LATERAL SWAY BRACE SHEET #: FP 2 of 2 O — — — TRAPEEZE BAR JOB #: OHYDRAULIC NODE cSy 2ND POSITION FINISH TEMP K NPT SIN MFG. _MODEL TS TAMPER SWITCH 1 O — SPI - 2231 Q 10 CONIC PEND WHITE 155 5.60 1/2" R5415 RELIABLE G4A FS WATERFLOW SWITCH f� ��Y���� O 124 UPRIGHT BRASS 155 5.60 1 2" RA1425 RELIABLE F1 FR56 O 2 4 6 8 10 12 1, 16 18 /