Loading...
96 SWAMPSCOTT RD - BUILDING INSPECTION (6) -- EITY-O 1 --- r iI PUBLIC PROPERTY DEPARTMENT KIMUIERLEY DIUSCULL MAYOR /WjV/ G 120 WtiHINcrON STREET*SwLLK M,{SSACHLSt'rrs 01970 TFlt 978-755-9595*FAx 97&740-9W APPLICATION FOR THE REPAIR, RENOVATION CONSTRUCTION DEMOLITION, OR CHANGE OF USE OR OCCUPANCY FOR ANY EXISTING STRUCTURE OR BUILDING 1.0 SITE INFORMATION ' Location Name: SAi-H&2 0 IrMeZCEF ACY` Building: llN=-r Alo. Q Property Address: 96 GLV4 mP=CO7-T- ;?-o,o.D S,aec�l, h.'A ol9 �0 Property is located in a; Conservation Area Y/N Al Historic District Y/N Al 2.0 OWNERSHIP INFORMATION 2.1 Owner of Land Name: 4F SAz-ZAIAka'Z=, r zNG . Address: $9 �-Aro/j-7- -S�rz==-7- /llAeLTL, N14MAD j AIA Telephone: - 7Ff- l*39 - /496 3.0 COMPLETE THIS SECTION FOR WORK IN EXISTING BUILDINGS ONLY Addition Existing Renovation V Number of Stories Renovated Change in Use New NIA Demolition Existing =po ppn y y_ Approximate year of Area per floor (sf) Renovated 3o1.c� 4-J construction or renovation of existing building New NIA Brief Description of Proposed Work: l-=T - ®tIT OP L�JCSSTt.t/G sPAG � To SNGGULIB' NsW i�itaaucr�,.a,.�/ AITiP�s . Mail Permit to: el =s-1n U^r�T What is the current use of the Building? vNaccvr � N/A Material of Building? S-res[r If dwelling, how many units..-- will the Building Conform to Law? pks Asbestos? l�J=ac.tarA A . PaIV4s Architect's Name o ,4A Pe Srrr Er 7$1_ /_ 9039 Address and Phone ` � j Mechanic's Name Address and Phone Construction Supervisors License# O `-�—HIC Registration# Estimated Cost of Project$ 24-5 000_o Permit Fee Calculation Permit Fee$ 2�G9� oo Estimated Cost X$71$1000 Residential Estimated Cost X$1141000 Commercial 1 L(S An Additional $5.00 is added as an Administrative charge. a—y 2�. Make sure that all fields are properly and legibly written to avoid delays in processing. The undersigned does hereby apply for a Building Permit to build he above stated specifications. Signed under penalty of perjury X Date 0 N O r l � 8 1 b 1 CITY OF SALEM PUBLIC PROPERTY DEPARTMENT wen6uav aefootL w,ro. t3oww�wm.,snsar•s•^u,�oeas:sar�sot9�o Constriction Debris Disposal Affidavit (required fat all demolition sod renovation work) in accordance with the sixth edition of ft Stale Building Cods,7W CUR section 111.5 Debr*and the provisions of MGL a AA 9 5* Building Peanit N is fanned with dw condition that dw debris re Afts ftm this work dW)be disposed of in a properly&Amsed waste digww &a ty as defined by MCiL o 1 l 1.S 130A. The debris will be transported by: (n.ms otttaal.r) The debris wiU be disposed of in: ICANS ��Vafc PAVO-- r-r-tn4 (aamr of faedity) Z4� Gc�'!/r7i✓QC.zAL �T2P—f3T (addmu of facility) sisaamre of pem*applicant dais ;Anu11!Ju[ / . i DOYLEOSAILMAKERS Drawing Date:10-2-06 10/ 5/06 16:53 HYDRAULIC DESIGN INFORMATION SHEET Job Name: DOYLE SAILMAKERS Location: 96 SWAMPSCOTT ROAD SALEM, NIA 01970 Drawing Date : 10-2-06 Remote Area Number : 1 Contractor: U. S. FIRE PREVENTION Telephone : 617-333-9697 1415 HYDE PARK HYDE .PARK, MA 02136 Designer: JLC Calculated By: SprinkCAD www.sprinkcad. com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: SMOOTH CEILING Occupancy:ELECTRIC ROOM Reviewing Authorities: SALEM FIRE DEPT. / FPE SYSTEM DESIGN Code:NFPA 13 Hazard:ORDINARY II System Type:WET Area of Sprinkler Oper. 1500 sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0 .200 1 Make: RELIABL Area per Sprinkler 90 . 0 sq ft1 Model: F1FR Hose Allowance Inside 100 gpm I K-Factor: 5. 60 Hose Allowance Outside 150 gpm I Temperature Rating: 153 CALCULATION SUMMARY 18 Flowing Outlets gpm Required: 580.4 psi Required: 50.7 @ City Supply WATER SUPPLY Water Flow Test Pump Data Date of Test 3-23-06 1 Rated Capacity 0 gpm I Static Pressure 118 . 0 psi I Rated Pressure 0 . 0 psi 1 Residual Pres 85 . 0 psi I Elevation 0 1 At a Flow of 1450 gpm I Make: I Elevation 0" Model : Location: @ SITE Source of Information: SALEM WATER DEPT. SYSTEM VOLUME 988 Gallons Notes : OFM 2 a° NATHANIEL Z R.PHILLIPS FIRE PROTECTION NO.398 4 90 V'V DOYLE SAILMARERS Drawing Date:10-2-06 10/ 5106 16:53 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 330 39. 0 psi 1 4" Grvd 90 Ell 10 ' 120 4 .026 330 0 . 3 _ 1 4" Grvd Alarm Valve RELIABL MODEL E CHART LOSS 330 0. 9 1 4" Fingd Gate Valve "721U" PIV 2 ' 120 4 .026 330 0 . 1 1 8" x 4" Grvd Reducer 1 ' 120 8 .071 330 0 . 0 Elevation Change 8110" 3. 8 Fixed Flow Inside Hose Stream 100 gpm Total Loss for Riser 5 .2 psi Hydr Ref R1 Required at Base of Riser 430 44 . 1 psi 1 8" MJ 90 Ell 18 ' 120 8 . 071 430 0. 0 1 8" Fingd Back Flow Valve Ames "2000 CHART LOSS 430 6. 1 1 Pipe 8" DIx18 C1 350 300 ' 140 8 .488 430 0. 3 2 8" Fingd Gate Valve. "722U" 8 ' 120 8 .071 430 0 . 0 1 8" MJ Tee 35 ' 120 8 .071 430 0 . 1 Fixed Flow Outside Hose Stream 150 gpm Total Loss for Underground 6. 6 psi Hydr Ref R2 Required at City Supply 580 50.7 psi Water Source118 . 0 psi static, 85.0 psi residual @ 1450 gpm 580 gpm 111. 9 psi SAFETY PRESSURE 61 .2 psi Available Pressure of 111 . 9 psi Exceeds Required Pressure of 50 .7 psi This is a safety margin of 61.2 psi or 55 $ of Supply Maximum Water Velocity is 9 . 8 fps DOYLE SAILMAKERS Drawing Date:10-2-06 10/ 5/06 16:53 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 DOYLE SAILNIAKERS Drawing Date:10-2-06 10/ 5106 16:53 Page 4 ------------ NODE ELEVATION SPRINKLER PRESSURE FLOW NOTES NO. (FT. ) K-FACTOR (PSI) (U. S .GPM) -------------------------------------------------------------------------------- A1 22 . 25 17 . 9 A2 22 . 25 18 . 0 A3 22 .25 18 . 1 S1 22 .25 5. 60 10 . 9 18 . 5 S2 22 . 25 5. 60 10 . 5 18 . 1 S3 22 . 25 5. 60 10 . 6 18 . 2 S4 22 .25 5. 60 11 . 6 19. 1 S5 22 . 25 5. 60 10 . 4 18 . 0 S6 22 .25 5. 60 10 . 3 18 . 0 S7 22 .25 5. 60 10 . 9 18 . 5 S8 22 . 25 5. 60 10 . 6 18 . 2 S9 22 .25 5. 60 10 . 5 18 . 2 S10 22 . 25 5. 60 10 . 4 18 . 0 Sll 22 . 25 5. 60 11 . 6 19. 1 S12 22 . 25 5. 60 10 . 3 18 . 0 S13 22 . 25 5. 60 10 . 4 18 . 1 S14 22 . 25 5. 60 10 . 6 18 . 2 S15 22 . 25 5. 60 10 . 7 18 . 3 S16 22 . 25 5. 60 11 . 0 18 . 6 S17 22 . 25 5. 60 11 . 7 19. 2 S18 22 . 25 5. 60 10 . 4 18 . 1 W 2 . 00 39 . 0 Max velocity of 9. 79 occurs in the pipe from A3 TO S17 i DOYLE SAILMAKERS Drawing Date:10-2-06 10/ 5/06 16:53 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn -------------- ------------------------------------------------------------------------ - --- 18 . 00 2 . 157 10. 75 10 . 3 10 . 3 K = 5. 60 S6 C=120 0. 00 0 . 0 0 . 0 18 . 00 0 . 003 10. 75 0. 0 10 . 3 Vel = 1. 60 18 . 03 2 . 157 10 . 73 10 . 4 10 . 4 K = 5. 60 S5 C=120 0. 00 0 . 0 0 . 0 36. 03 0 . 012 10. 75 0 . 1 10 . 4 Vel = 3. 19 18 . 14 2 . 157 3. 76 10. 5 10 . 5 K = 5. 60 S2 C=1.20 0. 00 0 . 0 0 . 0 54 . 17 0. 025 3. 76 0 . 1 10. 5 Vel = 4 . 80 18 .22 2 . 157 8 .24 10. 6 10 . 6 K = 5. 60 S3 C=120 0 .00 0 . 0 0 . 0 72 . 38 0 . 042 8 .24 0 . 3 10 . 6 Vel = 6. 42 18 . 51 2 . 157 10.. 75 10 . 9 10 . 9 K = 5. 60 S1 C=120 0. 00 0. 0 0 . 0 90 . 90 0 . 064 10 .75 0 . 7 10 . 9 Vet = 8 . 06 19 .09 2 . 157 1T 57 .25 11 . 6 11 . 6 K = 5. 60 S4 C=120 12 . 31 0 . 0 0 . 0 109. 98 0 . 091 69.56 6. 3 11 . 6 Vel = 9. 75 4 .260 8 . 33 17 . 9 17. 9 Al C=120 0 .00 0 . 0 0 . 0 109 . 98 0 . 003. 8 .33 0 . 0 17 . 9 Vel = 2. 50 110. 07 4 .260 8 . 33 18 . 0 18 . 0 A2 C=120 0.00 0 . 0 0 . 0 220. 06 0 . 012 8 .33 0 . 1 18 . 0 Vel = 5. 00 110. 38 4 .260 8E 346.23 18 . 1 18 . 1 A3 C=120 1T 131 . 67 8 . 8 0 . 0 330. 44 0 . 025 477 .90 12 . 1 18 . 1 Vel = 7 . 51 W - 330. 44 - 39. 0 K = 52 . 93 -------------------------------------------------------------------------------- 18 . 01 2 . 157 10 .75 10. 3 10 . 3 K = 5. 60 S12 C=120 0 . 00 0 . 0 0 . 0 18 . 01 0. 003 10.75 0. 0 10 . 3 Vel = 1 . 60 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 1 'DOYLE SAILFiAKERS Drawing Date:10-2-06 10/ 5/06 16:53 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 --------------------------------------------------------- - ----- 18 . 04 2 . 157 10 . 75 10 .4 10. 4 K 5. 60 S10 C=120 0. 00 0 . 0 0. 0 36 . 06 0 . 012 10 . 75 0 . 1 10. 4 Vel = 3. 20 18 . 15 2 . 157 3 .76 10 . 5 10. 5 K = 5. 60 S9 C=120 0. 00 0 .0 0. 0 54 .21 0 . 025 3. 76 0 .1 10 . 5 Vel = 4 . 81 18 .23 2 . 157 8 .24 10 . 6 10 . 6 K = 5 . 60 S8 C=120 0. 00 0 . 0 0. 0 72 . 44 0 . 042 8 .24 0 .3 10. 6 Vel = 6. 42 18 . 53 2 . 157 10. 75 10 . 9 10 . 9 K = 5. 60 S7 C=120 0 . 00 0 . 0 0. 0 90 . 97 0 . 064 10. 75 0 .7 10. 9 Vel = 8 . 07 19 . 10 2 . 157 1T 57.25 11 . 6 11 . 6 K = 5. 60 S11 C=120 12 . 31 0 .0 0 . 0 110 . 07 0 . 091 69. 56 6.3 11 . 6 Vel = 9. 76 A2 110 . 07 18 .0 K = 25. 96 --`----------------------------------------------------------------------------- 18 . 07 2 . 157 10. 75 -10 . 4 10. 4 K 5.60 S18 C=120 0 . 00 0. 0 0 . 0 18 . 07 0 . 003 10. 75 0 .0 10 . 4 Vel = 1 . 60 18 . 10 2 . 157 10. 75 10.4 10 . 4 K = 5. 60 S13 C=120 0 . 00 0 . 0 0 . 0 36. 16 0 . 012 10. 75 0. 1 10. 4 Vel = 3.21 18 . 20 2 . 157 3 . 76 10. 6 10 . 6 K = 5. 60 S14 C=120 0 . 00 0. 0 0 . 0 54 .37 0 . 025 3 . 76 0. 1 10 . 6 Vel = 4 . 82 18 .28 2 . 157 8 . 24 10. 7 10 . 7 K = 5. 60 S15 C=120 0 . 00 0. 0 0 . 0 72 . 65 0 . 042 8 .24 0. 3 10 . 7 Vet = 6. 44' 18 . 58 2 . 157 10 . 75 11. 0 11 . 0 K = 5. 60 S16 C-120 0 . 00 0. 0 0 . 0 91 . 23 0 . 064 10 . 75 0. 7 11 . 0 Vel = 8 . 09 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) DOYLE SAILMARERS Drawing Date:10-2-06 10/ 5/06 16:53 Tyco Fire Products Page 7 HYD. Qa r DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES POINT Qt Pf/ft TOTAL Pf Pn 19 . 16 2 . 157 1T 57. 25 11 . 7 11 . 7 K = 5. 60 S17 C=120 12 . 31 0 . 0 0 . 0 110 . 3E 0. 092 69. 56 6. 4 11 . 7 Vel = 9. 79 A3 110 . 38 18 . 1 K = 25. 96 -------------------------------------------------------------------------------- UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance Drawn By DOYLE SAILMAKERS Static Pressure: 118.0 psi Pressure: 50.7 psi Inside: 100 gpm SprinkCAD 96 SWAMPSCOTT ROAD Residual Pressure: 85.0 psi Total Flow: 580 gpm Outside: 150 gpm ' SALEM, MA 01970 Flow: Tyco Fire Products 1450 gpm Safety Pressure: 61.2 psi (800)495-5541 Remote Area: 1 Date/Loc: 3-23-06 @ SITE 140 120 Suppl 100 80 P S so 250 g m hose 40 - 20 150 225 . 300 375 450 525 600 675 750 Flow (gpm) Read Message Page 1 of 1 Read Message -: Previous Next Move To ,Select One From: Brian Marren <bmarren@Iineareng.com> add to contacts I To: daryl@freedomfireinc.com Cc: Date: Monday, October 09, 2006 02:24 pm Subject: RE: WFSB Preaction From: daryl@freedomfireinc.com [mailto:daryl@freedomfireinc.com] Sent: Monday, October 09, 2006 10:54 AM To: Brian Marren. Subject: Re: WFSB Preaction Hi, Brian - Just getting ready to list the Preaction system as requested. I just want to verify: Pipe to be galvanized, fittings are NOT. True Are branchlines to be threaded, or do you want full bars of 1-1/2" with mechanical tees? Threaded please Do you need the detectors shown and listed also, or is that being taken care of by the Electrician? Detection systems are by the electrician Do you want anything else listed other than the pipe, fittings, and hangers with this list? No just pipe, hangers & seismic. As soon as I hear from you, I'll finalize the listing. Thanks! Daryl Text version of this message. (797B) Previous -`Next http://mail.freedomfireinc.com/cgi-bin/inbox.exe?id=007ddc56210c 1758c87295e7345101... 10/9/2006 CONSTRUCTION CONTROL AFFIDAVIT Project Number. Date: Project Title: °I� ��- I y�IT �' ItL� � 5 Project Location: ?Coo 15a Name of Building: sl ©M1 [ ?�— Scope of Project: =1* COT Cq-- �" 1"" 'Ci�4L IMBtlr�5 IN ACCORDANCE WITH SECTION 116.0 OF THE MASSACHUSETTS STATE BUIDING CODE, I W),WMA •Pr• MASS. REGISTRATION NO. 33810 BEING A REGISTERED PROFESSIONAL ENGINEER HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS, AND SPECIFICATIONS CONCERNING: Civil Architectural Structural Mechanical Electrical Fire Protection Other(specify) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS, AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS FOR THE PROPOSED PROJECT. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2. 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required control materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix I. PURSUANT TO SECTION 116.4, 1 SHALL SUBMIT P Y. A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE B f TOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT drlt FA IPOMPLETION AND READINESS OF THE PROJECT FOR OCCUPAN a p MASS. SI SUBSCRIBED AND SWORN TO BEFORE ME THIS �'�raOF M42 DAY OF 2004 My.commission Expires: Notary Public STRUCTURAL ENGINEER'S CONSTRUCTION PHASEAFFADAVIT PROJECT NUMBER: PROJECT TITLE: 96 Swampscott Road,Unit 8,Doyle Sailmakets PROJECT LOCATION: 96 Swampscott Road,Swampscott,MA NAME OF BUILDING: 96 Swampscott Road SCOPE OF PROJECT: Tall Interior Partition Walls,New Openings in Masonry Walls,Replacement Slabs on Grade In accordance with Section 116.0 of the Massachusetts State Building Code Sixth Edition, I, Edward Moll Mass.Registration No.33718 being a registered professional engineer hereby certify that I,or a duly registered staff person,have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ENTIRE PROJECT _ARCHITECTURAL _X_STRUCTURAL __MECHANICAL _FIRE PROTECTION _ELECTRICAL _OTHER(specify) for the above named project,and to the best of my knowledge,such plans,computations and specifications meet the provisions of the Massachusetts State Building Code applicable to the mechanical,electrical and fire protection systems design,acceptable engineering practices and laws applicable.to the engineering design for the proposed project. I further certify that I,or my authorized staff,shall perform the necessary engineering professional services and be present at the construction site on a periodic basis to determine that,generally,the work is proceeding in accordance and shall be responsible for the following-as - with the eerie documents owed for the building permit p engineering approved specified in Section 116.2: 1. Review of engineering shop drawings,samples and other submittals of the contractor as required by the engineering construction contract documents submitted for the building permit,including critical construction components requiring controlled materials specified in the accepted engineering practice standards. Pursuant to Section 116.2,my authorized staff shall submit periodically,a progress report together with pertinent comments to the building official. Upon completion of the wo a final report shall be submitted as to the satisfactory completion and readiness of the engineering po ors o e project for occu (excepting any items not endangering such occupancy and listing pertinent devia fro proved bu' ing ermit documents). tN OF signs 1►1 a l f 3•o& ti�, �YK+D OL�- B y Name Q Date 33718 �� Q At0 may ` Engineer's Registration Number �10NAL .. SEAL