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179 OCEAN AVE - BUILDING INSPECTION The Commonwealth of Massachusetts IkSFEC �� 'S Board of Building Regulations and Standards W Massachusetts State Building Code, 780 CMR �Ipp SALEM Building Permit Application To Construct, Repair, Renovate Or Demoli9N�� 0 Re�ia1d 2 Q �Q One-or Two-Family Dwelling 00 This Section For Official Use Only eT— Building Permit Number: Da Applied: A, 1 1 1 L Building Official(Print Name) Signature Date SECTION l:SITE INFORMATION 1.1 Pro a Address: P rtY 1.2 Assessors Map&Parcel Numbers r, 1 l 0 Address: ca`nk - (�l \ 1.1a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning 1)lsUict Proposed Use Lot Area(sq fl) Frontage(rl) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: Outside Flood Zone? Municipal❑ On sitc disposal system ❑ Check ifyesO SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner of Record: Edward O Keefe Salem, MA. 01970 Name(Print) City,State,ZIP 179 Ocean Ave 978-745-7101 Edokeefe89Qcomcast.net No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ 1 Alteration(s) ❑ I Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units_ Other ❑ Specily: Brief Description of Proposed Work': �fL�2(.A_St.�SCr�v» 1d o r-)CncAA ti S Vl1 SECTION 4: ESTI ATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) I.Building $ -) 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $ 1 O ❑Standard City/Town Application Fee ❑Total Project Cost'(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (FIVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees: $ p� Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ I D5 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) !' �Mrt 0��25� l l y/l1 1 1K� S��('(Y�� License Number Expiration Dale Name of CSL Holder l � �`��,(P 1\1�� _e ^ List CSL Type(see below) �/ N Street , 1r/ CN` Type Description �L U Unrestricted(Buildings u to 35,000 cu.ft.) /W✓ 1 lJ�l R Restricted 1&2 FamilyDwelling citylfown,Stale,ZI M Masonry RC Roofing Covering WS Window and Siding ��1n`_ t, , `,. SF Solid Fuel Burning Appliances 7B13DSILWJ NIMS0\ekV '.\1\ViI'1}Gi\C•T AXP I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 1-10��S \ \`r �,,h11L0 \`V ,t� `-t 1&—k `r HIC Registration Number Expiration Date HIC Corpgany,LNam�r, TIC.Regis ant Name No.an �Vtllrlee1l-JJ``'\ ),,C�(Jg ` , Email address City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ..........❑ No...........O SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize y w\n t SCE Ck\r- to act on my behalf' n alIalI m�ative to work authorized by this building permit application. ``JJ 12/03/14 Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Print Owner's or Authorized AgenP a(Elec nic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.eov/oca Information on the Construction Supervisor License can be found at www.mass.govidos 2. When substantial work is planned,provide the information below: Total Floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" e e � A CERTIFICATE OF LIABILITY INSURANCE °;D�1/2014°""" ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not Confer rights to the certificate holder in lieu of such endomement(s). PRODUCER CONTACT MARSH USA INC. NAME' 1225 MH STREET,SUITE 1300 PHONE FAX No DENVER,CO 80202-5534 E-MAIL Attn:Denver.certrequed@marsh.com,Fax:212.948.4381 ADDRESS: INSURE S AFFORDING COVERAGE NAICO 462738-STND-GAWUE-14-15 INSURER A:Evanston Insurance Company 35378 INSURED Vvint Solar,Inc: INSURER 9:Zurich American Insurance Company 16535 Vvinl Solar Developer LLC INSURER c:American Zurich Insurance Company 40142 3301 North Thanksgiving Way INSURER D: Suite 500 Lehi,UT 84043 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002368030-08 REVISION NUMBER:0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER MMNC MY EFF �D� LIMA LTR A GENERAL LIABILITY 14PKGWE00274 11101/2014 1V01/2015 EACH OCCURRENCE $ 1,000,000 X COMMERCIALGENERALLIABILITY PREMISES EaEoccurrence $ 50'000 CLAIMS-MADE 1XI OCCUR MED EXP(Any we person) $ 5,000 X $5,000 Dad.BI&PD PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGO $ 2,000,000 POLICY X PRO- LOC $ 8 AUTOMOBILE LIABILITY BAP509601500 11/01/2014 11/01/2015 COMBINED INGLE LIMIT 1,000,000 Fa acdtlem Ix ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTON REDS UTOS AUTOS X NON-OMED PROPERTY DAMAGE $ AUTOS Per acddent A UMBRELLA LAB X GCCUR 14EFXWE00088 11/01/2014 11/01/2015 EACH OCCURRENCE $ 5,000,000 X EXCESS UAB CLAIMS-MADE AGGREGATE $ 5,000,000 DELI I I RETENTION$ $ C WORKERS COMPENSATION WC50601300 11/01/2014 11/01/2015LIM TH wCSTATU- IT EMPLOYERS'LIABILITY B ANY PROPRIETOR/PARTNERIEXECUTIVE YIN WC509601400 11I01Y1014 11/01/2015 E.L.EACH ACCIDENT $ 1,OOQ000 OFFICER/MEMBER EXCLUDED? ® N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE If 1,000,000 If es,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY UNIT $ A Enors&Omissions& 14PKGWE00274 11N1/2014 11/01/2015 LIMIT 1,000,000 Contractors Pollution DEDUCTIBLE 51000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,AddHional Roma"Schedule,If more apace is required) The Certificate Holder end others as defined in the written agreement are included as additional insured where required by written contract with respect to General Liability.This insurance is primary and non- contributory aver any existing insurance and limited to liability arising out of the operators of the named insured and where required by written contract Waiver of subragation is applicable whale required by written contract with respect to General Liability Bad Workers Compensation. CERTIFICATE HOLDER CANCELLATION City of Salem SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 93 Washington Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Salem,MA 01970 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Kathleen M.Parsloe '/�e.S.(laae.7lr. l4ca/iG ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents tr ice of Investigations { I Congress Street, Suite 100 r, Boston,MA 02114-2017 � 1 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lezibly Name (Business/Organization/Individual): Vivint Solar Developer, LLC Address: 3301 North Thanksgiving Way, Suite 500 City/State,'7ip: Lehi, UT 84043 Phone #:801-377-9111 Are you an employer? Check the appropriate box: 'Type of project(required): 1.E I am a employer with 10 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. El New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9 ❑ Building addition [No workers' comp. insurance comp. insurance? required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.A Other Solar Installation comp. insurance required.] -Any applicant that checks box NI must also fill out the section below showing their workers'compensation policy information. - t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. :Contractors that check this box must attached"additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Zurich American Insurance Company Policy#or Self-ins. Lic.#://W,C 509601300 Expiration Date: 11/1/2015 ��j Job Site Address: I—1 "1 Ql/+ '^QO Y I City/State/Zip: za� Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties ofperjury that the information provided above is true and correct. Signature: /�L 2 Date �a tie i �► Phone#: 801-2296459 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License # Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: .6 u �� r�rrrr/�yoryr-��c�i�crr�i�ie2 �vrarJ�G�c��t� Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 170848 Type: Supplement Card VIVINT SOLAR DEVELOPER LLC. Expiration: 1/5/2016 JAMES SHERMAN 4931 NORTH 300 WEST PROVO, UT 84604 Update Address and return card.Mark reason for change. SCA1 e, 2OM-05n1 Address Renewal Employment Lost Card tit Massachusetts -Department of Public Safety / Board of Building Regulations and Standards Construction License: CS-045-045254 JAWS RSHER11'AN -- 6 Fox Hollow Dri Ve E SAUGUS MA 01WWo Expiration - P 08/28/2016 Commissioner p P W 'P 330 Nor Thanksgiving Ray,Suite 500VvnYOa Structural Group Lehi, UT 84043 P: (801)234-7050 Scott E. Wyssling, PE Head of Structural Engineering scott.wyssling@vivintsolar.com November 18,2014 Revised December 8, 2014 Mr. Dan Rock, Project Manager Vivint Solar 24 Normac Road Woburn MA 01801 Re: Structural Engineering Services Okeefe Residence 179 Ocean Avenue W, Salem MA 5-4061754 3.57 kW System Dear Mr. Rock: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a Vivint Solar representative identifying specific site information including size and spacing of rafters for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by the Design Group and will be utilized for approval and construction of the proposed system. 3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of 2 x 8 dimensional lumber at 24" on center. Collar ties were not present during the inspection. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof rafters. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir #2 or better with standard construction components. Our review of the photos of the exterior roof does not indicate any signs of settlement or misalignment caused by overstressed underlying members. Stability Evaluation: A. Wind Uplift Loading 1. Refer to attached Ecolibrium Solar calculations sheet for ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, wind speed of 100 mph based on Exposure Category "B" and 34 and 37 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure "B", Zone 2 per (ASCE/SEI 7-10). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. vivin1 s o l a r -- Page 2 of 2 B. Loading Criteria 10 PSF= Dead Load roofing/framing 40 PSF=Live Load (ground snow load) 5 PSF= Dead Load solar panels/mounting hardware Total Dead Load=15 PSF The above values are within acceptable limits of recognized industry standards for similar structures. Analysis performed of the existing roof structure utilizing the above loading criteria indicates that the existing rafters will support the additional panel loading without damage, if installed correctly. C. Roof Structure Capacity 1. The photographs provided of the attic space and roof rafters show that the framing is in good condition with no visible signs of damage caused by prior overstressing. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Ecolibrium Solar Installation Manuar, which can be found on the Ecolibrium Solar website (ecolibriumsolar.com). If during solar panel installation, the roof framing members appear unstable, deteriorated, structurally compromised or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. Maximum allowable pullout per lag screw is 235 Ibs/inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications for Hem-Fir (North Lumber) assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 '/z', is less than what is allowable per connection and therefore is adequate. Based on the variable factors for the existing roof framing and installation tolerances, using a thread depth of 2 '/2' with a minimum size of 5/16" lag screw per attachment point for panel anchor mounts should be adequate with a sufficient factor of safety. 3. Considering the roof slopes, the size, spacing, condition of roof, the panel supports shall be placed at and attached to no greater than every other roof rafter as panels are installed perpendicular across rafters and no greater than the panel length when installed parallel to the rafters (portrait). No panel supports spacing shall be greater than two(2)rafter spaces or 48" o/c, whichever is less. 4. Panel supports connections shall be staggered to distribute load to adjacent rafters. Based on the above evaluation, it is the opinion of this office that with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is based on information supplied to us at the time of this report and current industry standards and practices. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. ery truly yours, ZH OFC^ `f? o� E CyG 10 ��/// Y Scott E.Wy ling, P a 50 MA License No. 'g FG/STEP�c FSSIONA- � r 179 Ocean Ave W, Salem MA 01970 ^, N El- � .-z Iw9OU' a) g I � I JUNCTION BOX ATTACHED TO ARRAY USING ECO HARDWARE TO KEEP JUNCTION BOX OFF ROOF I m I ICU I PV INTERCONNECTION POINT, LOCKABLE DISCONNECT SWITCH, I ANSI METER LOCATION, &UTILITY METER LOCATION a PV SYSTEM SIZE: I 3.57 kW DC I �� 43'OF 1"PVC CONDUIT I FROM JUNCTION BOX TO ELEC PANEL I I O r P � m o 0 � W - � � M ¢ B I - - - - _ _- - _ —_ - I > zw � rc y w w z m w z rc r r I Z z f 0 SHEET NAME: 14)Yingli Enemy YL255P-29b MODULES WITH A W Z I Enohase M215-60-2LL-S2K-ZC MICRO-INVERTER MOUNTED ON THE BACK OF EACH MODULE (n d ---------------------------- -- SHEET NUMBER: PV SYSTEM SITE PLAN q SCALE: 1/8" = 1'-0" > d -MMI ' W W e� v y m Z I 0 m3 y H N m NA o o yj0 ' Cc 0 90 00 O a0 x O A K O G Z C y m A M a 0 Z ti N O 3 a x z 0 m U o w, O w�N n n < + 0 D � r U) N m -< w C/) m o U O O r D Z c? D i INSTALLER:VIVINT SOLAR j� i `, ^ eam ROOF mmINSTALLERNUMBER:1.8]].604.4129 ��afYIS1 CQf� �' Okeefe179 oResman Ave wdence p y L,O A, PLAN MA LICENSE:MAHIC 170848 U � u. J Salem,MA 019]0 PLA V DRAWN BY:Laura 4AR 4061754 1 Last Moaieetl:11/2 412 0 14 UTILITY ACCOUNT NUMBER 6315933009 CLAMP MOUNTING SEALING U n PV3.0 DETAIL WASHER LOWER :23r?� SUPPORT U. z OvZ PV MODULES, TYP. MOUNT OF COMP SHINGLE ROOF, FLASHING CD r CD a PARALLEL TO ROOF PLANE � 2 1/2" MIN Q 5 5/16"0 x 4 1/2" L— PV ARRAY TYP. ELEVATION STEEL,LAG SCREWS NOT TO SCALE TORQUE=1322 R-Ibs Q CLAMP ATTACHMENT V) NOT TO SCALE N •®e f CLAMP+ y m ATTACHMENT CANTELEVER U4 OR LESS *C COUPLING J L=PERMITTED CLAMP ECO SPACING SEE CODE COMPLIANT COMPATIBLE LETTER FOR MAX ALLOWABLE MODULE CLAMP SPACING. PERMITTED COUPLING g m $ g CLAMP+ CLAMP CLAMP w ' �a ATTACHMENT SPACING COUPLING PHOTOVOLTAIC MODULE ; z w ¢ a w w z Z Z Q � SHEET NAME: L=PORTRAIT CLAMP SPACING ~ z Q 0 w ECO 2 p COMPATIBLE SHEET L=LANDSCAPE LAN SPACING MODULE PV SYSTEM MOUNTING DETAIL NUMBERCLAMP : MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE 1 M NOT TO SCALE Inverter Ratings(Guide Section 4) Q Conduit and Conductor Schedule Inverter Make/MMeI E.dhma M21S 2U_S2x.ZC To, macrame Wire Gauge pof Concentrate CoMUX Type Conduit Sao MODULE DETAIL Max ocvaa Radre Enpm yaae eahle-trvwrv-z aAWG dm WA-Free Air hart Power®4o•c 215 Wam m Nominal AC Valued 240 Veto 1 Bare Copper Ground IEGGGEC) 6AWG 1 WA-Free Air NIA-Free Nr /` p Yingli Energy YL255P-29b Maaac currem os Amps V SOLAR MODULE Max OCPC Rating 20 Amps 2 rMwwP toawc 3 PVC o'-I- en hart Numeer of PammiCiwit 11 z THWN3-Ground aAWG 1 PVC 0'-1' �4-�A 3 THWN3 6AWG 3 PVC 0'-1' V O.. NOTES FOR INVERTER CIRCUITS(Guitla Section band 8l: aAWG PVC 0'-1. �ach 3 mw9z-Groane 1 n� m 1.)IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH,DOES THIS \y < PV Module Ratings Q STC(Guide Section 5) Enithase SWITCH MEET THE REQUIREMENTS? NS 2 MICRO-INVERTER AT YES NO XNA Model MakelModel Yingli Energy YL255P-29b LL Max PcommPant Current(Imp) 832 Amps Out EACH MODULE,ATTACHED m—D WITH ECO HARDWARE 2.)IF GENERATION METER REQUIRED,DOES THIS METER Mo.PowervPdnt Voltage Pump) 30S Via �"an0 SOCKET MEET THE REQUIREMENTS? OpenCimuit Vorage(Vx) 38.] Vol6 Z��1♦♦! O YES NO XNA Short-Circuit Cunent(1.) 8S6 Amps W Q<> 3.)SIZE PHOTOVOLTAIC POWER SOURCE(DC)CONDUCTORS Max Series Fuse QCPD) 15 Amps w Y F BASED ON MAX CURRENT ON NEC 690.53 SIGN OR OCPD Nominal Maximum Power al STC(Pmax) 255 Wam MICROINVERTER CONNECTION _ RATING AT DISCONNECT. Maximum System Voltage 1 Deep IECy600(Uy O j TO ENGAGE TRUNK CABLE 4.)SIZE INVERTER OUTPUT(AC)CONDUCTORS ACCORDING Voc Temperature Coefficient -0.32 %PC ^ TO INVERTER OCPD AMPERE RATING(See Guide Section 9). V 5.)TOTAL OF t INVERTER OCPO(sT ONE FOR EACH NOTES FOR ARRAY CIRCUIT WIRING(Guide Section 6 and 0 and Appendix D): PV CIRCUIT.[TOES TOTAL SUPPLY BREAKERS COMPLY WITH 120%BUSBAR EXCEPTION IN 1.)Lowest expected ambient temperature based on ASHRAE minimum mean extreme p6 BARE CU GROUND NEC 690.64(13)(2)(a)? XYES NO dry bulb temperature for ASHRAE location most similar to installation location: -19-C r� (GROUNDING ARRAY) Signs(See Guide Section 7) 2)Highest continuous ambient lempereture based on ASHRAE highest month 2%dry bulb temperaWre for ASHRAE location most similar to Installation location: 39-C a /� Sign for inverter OCPD and AC Disconnect: 3.)2005 ASHRAE fundamentals 2%design temperatures do not exceed th 47-C in e L(or �'1 United States(Palm Springs,CA is 44.1-C).For lass than 9 cument-Carrying contluctors (o a Solar PV System AC Point Of Connection in roof-mounted sunlit conduit at least 0.5"above roof and using the outdoor design AC Output Current 12.600Wo Amps temperature of 47°C or less(all of United States). Nominal AC Voltage 240 Vold a)12 AWG,90-C conductors are generally acceptable for modules eth Ise of 7.68 Amps � o or less when protected by a 12-Amp or smaller fuse. THIS PANEL FED BY MULTIPLE SOURCES a (UTILITY AND SOLAR) b)10 AWG,90-C conductors are generally acceptable for modules with Ise of 9.6 Amps or Was when protected by a 1 5-Amp or smaller fuse. NOTE:NEUTRAL CONDUCTOR(S)OMITTED FOR CLARITY •� ALL INVERTER OUTPUT CIRCUITS WILL HAVE A NEUTRAL CONDUCTOR IN ca P ENVOY BOX I car gar a O of ��7\J Q WP an Ohie - � QB J z Li J POINT OF DELIVERY Ic a Li m \ocPO SIEMENS AND INTERCONNECTION to < re J J 2 V N\ Q 3 p�N�'y 6 MURRAY DA/24oV z 2 O F O UNFUSED NEMA3 M E ❑ p\\1c�'�� COMBINER SREC/ANSI LNF222R OR SHEET PV CIRCUIT 1: 14 MODULES/PARALLEL �OF L, PANEL 125A/240V METER EQUIVALENT NAME: .ovp C• LWO04NR \�O EXISTING OR EQUIVALENT K 14 • • • O2 1O \� 5 t00 LOAD-CENTER Z 1 \ � LOAD-CENTER J Ur 20A Q S • re • S S \\ 20A SHEET assassessix NUMBER: JUNCTION BOX \\\ MOOA OR ILBANK VISIBLE/LOCKABLE p 2 \ 3 3 'KNIFE'A/C '3 WITH IRREVERSIBLE \ EQUIVALENT DISCONNECT NEC 2014 Compliant GROUND SPLICE E 1.0 \ E 1.0 U5934-XL-BLG E 1.0 E 1.0 LU Vivint Solar - PV Solar Rooftop System Permit Submittal 1. Project Information Project Name: Edward Okeefe Project Address: 179 Ocean Ave W,Salem MA A.System Description: The array consists of a 3.57 kW DC roof-mounted Photovoltaic power system operating in parallel with the utility grid.There are(14) 255-watt modules and(14)215-watt micro-inverters,mounted on the back of each PV module.The array includes (1) PV circuit(s).The array is mounted to the roof using the engineered racking solution from Ecolibrium Solar. B.Site Design Temperature: (From Boston Logan INT'L ARPT weather station) Average low temperature: -21.1 °C (-5.98°F) Average high temperature: 38.4°C (101.12°F) C. Minimum Design Loads: Ground Snow Load: 40 psf (State Board BR&S) Design Wind Speed: 100 mph (State Board BR&S) 2. Structural Review of PV Array Mounting System: A.System Description: 1.Roof type: EcoX Comp. Shingle 2.Method and type of weatherproofing roof penetrations: Flashing B. Mounting System S formation: In 1.Mounting system is an engineered product designed to mount PV modules 2. For manufactured mounting systems,following information applies: a.Mounting System Manufacturer: Ecolibrium Solar b.Product Name: Ecorall c.Total Weight of PV Modules and mounting hardware: 589.5 Ibs d.Total number of attachment points: 30 e.Weight per attachment point: 19.65 Ibs E Maximum spacing between attachment points: * See attached engineering calcs g.Total surface area of PV array: 246.17 square feet h.Array pounds per square foot: 2.39 Ibs/square foot i.Distributed weight of PV array on roof sections: -Roof section 1: (11)modules,(21)attachments 22.05 pounds -Roof section 2: (3)modules,(9)attachments 14.03 pounds per square foot vivi 14. Solar 3. Electrical Components: A.Module (UL 1703 Listed) Qty Yingli Energy YL255P-29b 14 modules Module Specs Pmax-nominal maximum power at STC - 255 watts Vmp-rated voltage at maximum power - 30 volts Voc-rated open-circuit voltage - 37.7 volts Imp-rated current at maximum power - 8.49 amps Ise-rate short circuit current - 9.01 amps B. Inverter (UL 1741 listed) Qty Enphase M215-60-2LL-S22 14 inverters Inverter Specs 1. Input Data (DC in) Recommended input power(DC) - 260 watts Max.input DC Voltage - 45 volts Peak power tracking voltage - 22V-36V Min./Max. start voltage - 22V/45V Max. DC short circuit current - 15 amps Max.input current - 10.5 amps 2. Output Data (AC Out) Max. output power - 215 watts Nominal output current - 0.9 amps Nominal voltage - 240 volts Max.units per PV circuit - 17 micro-inverters Max.OCPD rating - 20 amp circuit breaker C.System Configuration Number of PV circuits 1 PV circuit 1 - 14 modules/inverters (20)amp breaker 2011 NEC Article 705.60(B) vivin#. solar R D. Electrical Calculations 1.PV Circuit current PV circuit nominal current 12.6 amps Continuous current adjustment factor 125% 2011 NEC Atide 705.60(B) PV circuit continuous current rating 15.75 amps 2.Overcurrent protection device rating PV circuit continuous current rating 15.75 amps Next standard size fuse/breaker to protect conductors 20 amp breaker Use 20 amp AC rated fuse or breaker 3.Conductor conditions of use adjustment(conductor ampacity derate) a.Temperature adder Average high temperature 38.4 cC (101.12°F) Conduit is installed 1" above the roof surface Add 22°C to ambient 2011 NEC Atide 705.60(B) Adjusted maximum ambient temperature 60.4°C (140.72°F) b.PV Circuit current adjustment for new ambient temperature Derate factor for 60.4°C (140.72°F) 71% 2011 NEC Atide 705.60(B) Adjusted PV circuit continuous current 22.1 amps c.PV Circuit current adjustment for conduit fill Number of current-carrying conductors 3 conductors Conduit fill derate factor 100% 2011 NEC Article 705.60(B) Final Adjusted PV circuit continuous current 22.1 amps Total derated ampacity for PV circuit 22.1 amps Conductors (tag2 on 1-line)must be rated for a minimum of 22.1 amps THWN-2(90°C) #14AWG conductor is rated for 25 amps (Use#14AWG or larger) 2011 NEC Atide 705.60(B) 4.Voltage drop(keep below 3%total) 2 parts: 1.Voltage drop across longest PV circuit micro-inverters (from modules to j-box) 2.Voltage drop across AC conductors (from j-box to point of interconnection) 1.Mum-inverter voltage drop: 0.18% The largest number of micro-inverters in a row in the entire array is 6 inCircuit 1.According to manufacturer's specifications this equals a voltage drop of 0.18%. 2.AC conductor voltage drop: =I x R x D (=240 x 100 to convert to percent) _ (Nominal current of largest circuit) x(Resistance of#14AWG copper)x (Total wire run) _ (Circuit 1 nominal current is 12.6 amps)x(0.0031952) x(86) _(240 volts)x(100) 1.44% Total system voltage drop: 1.62% vidin4. sour EcolibriumSolar Customer Info Name: 4061754 Email: Phone: Project Info Identifier: 15911 Street Address Line 1: 179 Ocean Ave W Street Address Line 2: City: Salem State: MA Zip: 01970 Country: United States System Info Module Manufacturer: Yingli Solar Module Model: YL255P-29b Module Quantity: 14 Array Size (DC watts): 3570.0 Mounting System Manufacturer: Ecolibrium Solar Mounting System Product: EcoX Inverter Manufacturer: Enphase Energy Inverter Model: M215 Project Design Variables Module Weight: 40.8 Ibs Module Length: 65.0 in Module Width: 39.0 in Basic Wind Speed: 110.0 mph Ground Snow Load: 40.0 psf Seismic: 0.0 Exposure Category: B Importance Factor: II Exposure on Roof: Partially Exposed Topographic Factor: 1.0 Wind Directionality Factor: 0.85 Thermal Factor for Snow Load: 1.2 Lag Bolt Design Load - Upward: 820 Ibf Lag Bolt Design Load - Lateral: 288 Ibf EcoX Design Load -Downward: 493 Ibf EcoX Design Load - Upward: 568 Ibf EcoX Design Load - Downslope: 353 Ibf EcoX Design Load - Lateral: 233 Ibf Module Design Moment—Upward: 3655 in-lb Module Design Moment—Downward: 3655 in-lb Effective Wind Area: 20 ft2 Min Nominal Framing Depth: 2.5 in Min Top Chord Specific Gravity: 0.42 EcolibriumSolar Plane Calculations (ASCE 7-10): R2 Roof Shape: Gable Edge and Corner Dimension: 3.7 ft Roof Type: Composition Shingle Stagger Attachments: Yes Average Roof Height: 25.0 ft Include Snow Guards: No Least Horizontal Dimension: 37.0 ft Roof Slope: 34.0 deg Truss Spacing: 24.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.66 0.66 0.66 Roof Snow Load 22.2 22.2 22.2 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Design Wind Pressure Downforce 19.4 19.4 19.4 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.3 2.3 2.3 psf Snow Load 22.2 22.2 22.2 psf Downslope: Load Combination 3 11.6 11.6 11.6 psf Down: Load Combination 3 17.2 17.2 17.2 psf Down: Load Combination 5 13.6 13.6 13.6 psf Down: Load Combination 6a 22.1 22.1 22.1 psf Up: Load Combination 7 -11.3 -13.4 -13.4 psf Down Max 22.1 22.1 22.1 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 69.9 69.9 69.9 in Max Spacing Between Attachments With Rafter/Truss Spacing of 24.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 23.3 23.3 23.3 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 49.5 49.5 49.5 in Max Spacing Between Attachments With Rafter/Truss Spacing of 24.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 16.5 16.5 16.5 in EcolibriumSolar Layout C Skirt c Coupling O Clamp Warning: PV Modules may need to be shifted with respect to roof trusses to comply with ® Bonding Jumper maximum allowable overhang. EcolibriurnSolar Plane Calculations (ASCE 7-10): R1 Roof Shape: Gable Edge and Corner Dimension: 3.7 ft Roof Type: Composition Shingle Stagger Attachments: Yes Average Roof Height: 25.0 ft Include Snow Guards: No Least Horizontal Dimension: 37.0 ft Roof Slope: 37.0 deg Truss Spacing: 24.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.6 0.6 0.6 Roof Snow Load 20.2 20.2 20.2 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Design Wind Pressure Downforce 19.4 19.4 19.4 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.3 2.3 2.3 psf Snow Load 20.2 20.2 20.2 psf Downslope: Load Combination 3 11.1 11.1 11.1 psf Down: Load Combination 3 14.7 14.7 1 14.7 psf Down: Load Combination 5 13.5 13.5 13.5 psf Down: Load Combination 6a 20.2 20.2 20.2 psf Up: Load Combination 7 -11.3 -13.5 -13.5 psf Down Max 20.2 20.2 20.2 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 73.1 73.1 73.1 in Max Spacing Between Attachments With Rafter/Truss Spacing of 24.0 in 72.0 72.0 72.0 in Max Cantilever from Attachment to Perimeter of PV Array 24.4 24.4 24.4 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 54.0 54.0 54.0 in Max Spacing Between Attachments With Rafter/Truss Spacing of 24.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 18.0 18.0 18.0 in a EcolibriumSolar Layout I-, Idl I-I 1-P I-1 �I ti IJ Skirt e Coupling O Clamp Warning: PV Modules may need to be shifted with respect to roof trusses to comply with © Bonding Jumper maximum allowable overhang. EcolibriumSolar Distributed Weight (All Planes) In Conformance with Solar ABC's Expedited Permit Process for PV System (EPP) Weight of Modules: 571 Ibs Weight of Mounting System: 60 Ibs Total System Weight: 631 Ibs Total Array Area: 246 ft2 Distributed Weight: 2.56 psf Number of Attachments: 30 Weight per Attachment Point: 21 Ibs Bill Of Materials Part Name Quantity ECO-001_101 EcoX Clamp Assembly 30 ECO-001_102 EcoX Coupling Assembly 17 ECO-001_105B EcoX Landscape Skirt Kit 3 ECO-001 105A EcoX Portrait Skirt Kit 4 ECO-001_103 EcoX Composition Attachment Kit 30 ECO-001_109 EcoX Electrical Assembly 2 ECO-001_106 EcoX Bonding Jumper Assembly 5 ECO-001_104 EcoX Inverter Bracket Assembly 14 ECO-001 338 EcoX Connector Bracket 14 The Commonwealth of Massachusetts Department of Public Safety Massachusetts State Building Code(780 CMR) Ulf Building Permit Application for any Building other than a One-or Two-Family Dwelling (This Section For Official Use Only) Building Permit Number: Date Applied: IBuilding Official: SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street address is not available) 50 SAINT PETER STREET SALEM MA 01970 No.and Street City/Town Zip Code Name of Building(if applicable) SECTION 2:PROPOSED WORK Edition of MA State Code used 8 TH If New Construction check here®or check all that apply in the two rows below Existing Building❑ Repair❑ 1 Alteration ❑ 1 Addition❑ 1 Demolition ❑ (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy ❑ Other ❑ Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes ® No ❑ Is an Independent Structural Engineering Peer Review required? Yes ❑ No 10 Brief Description of Proposed Work: FOUR STORY APARTMENT BUILDING WITH 13 TOTAL UNITS, 20 COVERED PARKING SPACES AND 11 UNCOVERED PARKING SPACES ALL OF THE GROUND FLOOR UNITS ARE MULTI-STORY OF THE THIRTEEN UNITS FOUR WILL BE THREE BEDROOM UNITS, SEVEN WILL BE TWO BEDROOMS AND TWO WILL BE ONE BEDROOM UNITS THE GROUND FLOOR IS COVERED PARKING WITH ACCESS INTO THE BUILDING AND UNITS 1 3. 5 AND 7 WHICH HAVE PARTIAL PLANS ON THE GARDEN LEVEL SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed (See 780 CMR 34) ❑ Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed 3,44C No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) 4 2 - 5,666 3 5,500 Total Area(sq.ft.)and Total Height(ft.) 18,916 45'-4" @ RID E N EY SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 ❑ A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ I B: Business ❑ E: Educational ❑ F: Facto F-1 ❑ F2❑ . H: High Hazard H-1 ❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional I-1 ❑ 1-2❑ 1-3❑ 14❑ M: Mercantile❑ R: Residential R-10 R-2 M R-3❑ R4❑ S: Storage S-1 ❑ S-2® U: Utility ❑ Special Use❑and please describe below: Special Use: - SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ IV ❑ 1 VA ® VB ❑ SECTION 7.SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) Debris Removal: Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: Licensed Disposal Site Public® Check if outside Flood Zone MI Indicate municipal a] A trench will not be P IZ Private❑ or indentify Zone: or on site system❑ required M or trench or specify: permit is enclosed❑ Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable I@ Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes❑ or No® - Yes® No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: 8 TH Use Group(s): R-2/ S-2 Type of Construction: V-A Occupant Load per Floor: Does the building contain an Sprinkler System?: YES Special Stipulations: o��,"�cci"► ��\,\ �� aGA bi. • PT"ri uv ° II i i p�7 c. SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner OLD SALEM JAIL VENTURES LLC 540 TREMONT STREET BOSTON 02116 Name(Print) No.and Street City/Town Zip Property Owner Contact Information: MARC SAVATSKY 617 - 542- 3500 MSAVATSLY@NEWBOSTONVENTURES.COM Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable, the property owner hereby authorizes SARA.ANN LOGAN PATTERSON 14 ARROW STREET CAMBRIDGE MA 02138 Name Street Address City/Town State Zip to act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) f building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here O and skip Section 10.1 10.1 Registered Professional Responsible for Construction Control MARC SAVATSKY 617- 542 -3500 LOGAN@LABHAUS.COM CS-104765 Name(Registrant) Telephone No. e-mail address Reg'stration Number 540 TREMONT STREET BOSTON MA 02116 CONSTRUCTION 7/28/2016 Street Address City/Town State Zip SUPERVISOR Expiration Date 10.2 General Contractor TO BE REASSIGNED WHEN CONTRACTOR IS SELECTED - CONTRACT IS BEING BID NEW BOSTON VENTURES Company Name MARC SAVATSKY HIC 178529 Name of Person Responsible for Construction License No. and Type if Applicable 540 TREMONT STREET 5u d g BOSTON MA 02116 Street Address City/Town State Zip 617-542- 3500 MSAVATSLY@NEWBOSTONVENTURES.COM Telephone No. business Telephone No. cell e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT M.G.L.c.152.§ 25C 6 A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a signed Affidavit submitted with this application? Yes® No ❑ SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE ONSITE WORK ONLY Item Estimated Costs:(Labor 1,000,000 and Materials) Total Construction Cost(from Item 6)_$ 1.Building/SITE/MISC UTILITIES $ 725,000 Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ 100,000 appropriate municipal factor)=$ 3.Plumbing $ 100,000 4.Mechanical (1-VAC) $ 75,000 Note:Minimum fee=$ (contact municipality) 5.Mechanical Other $ Enclose check payable to 6.Total Cost $ 1,000,000 (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. SARA-ANN LOGAN PATTERSON ARCHITECT 617-936 -3482 11/26/20 4 Please print and sign name Title Telephone No. Date 14 ARROW STREET CAMBRIDGE MA 02138 Street Address City/Town State Zip C Municipal Inspector to fill out this section upon application approval: - Na Dal e Appendix 2 Construction Documents are required for structures that must comply with 780 CMR 107. The checklist below is a compilation of the documents that may be required for this. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents* Mark"x"where appIicable No. Item Submitted Incomplete Not Re uired 1 Architectural X 2 Foundation X 3 Structural x - 4 Fire Suppression 5 Fire Alarm(may require repeaters) X 6 14VAC x 7 Electrical X 8 Plumbing include local connections X 9 Gas Natural,Propane,Medical or other X 10 Surveyed Site Plan(Utilities,Wetland,etc. X 11 Specifications x 12 Structural Peer Review 13 Structural Tests&Inspections Program 14 Fire Protection Narrative Report x 15 1 Existing Building Survey/Investi ation 16 Energy Conservation Report 17 Architectural Access Review 521 CMR 18 Workers Compensation Insurance 19 Hazardous Material Mitigation Documentation 20 Other(Specify) 21 Other(Specify) 22 Other(Specify) *Areas of Design or Construction for which plans are not complete at the time of application submittal must be identified herein.Work so identified must not be commenced until this application has been amended and the proposed construction document amendment has been approved by the authority having jurisdiction.Work started prior to approval may be subjected to triple the original pennit fee. Registered Professional Contact Information NCARB CERTIFICATE 74118 - 09/30/2015 SARA.ANN LOGAN PATTERSON 617 936- 3482 LOGAN@LABHAUS.COM 50429 Name(Registrant) Telephone No. e-mail address Registration Number 14 ARROW STREET CAMBRIDGE MA 02138 ARCH 08/31/2014 Street Address City/Town State Zip Discipline Ex iration Date RFNrWAI KENNETH BECK 978- 486-4301 kbeck@blwengineers.com 38446 Name(Registrant) Telephone No. e-mail address Registration Number 311 GREAT ROAD LITTLETON MA 01460 HVAC PLUMBING 06/30/2016 Street Address City/Town State Zip Discipline Expiration Date JOHN PIERGA 978 486-4301 jpierga@blwengineers.com Name(Registrant) Telephone No. e-mail address Registration Number 0/2016 311 GREAT ROAD LITTLETON MA 01460 ELEC 06/3tion Date Street Address City/Town State ZipDiscipline Expiration Date Commercial Construction r consulting.Inc. CODE SUMMARY 50 St Peter Street Salem, MA 01970 :"piled Date: up' za SCr—bcr 11),201 n, Prepared By: Sara Lavado,P.E. &Doug Anderson,Mgr Code Advisory.Group :ommercial Construction Consulting,Inc. 313 Congress Street Boston,MA02210 (617)330-9390 slavado@c3boston.com Prepared for: Sara-Ann Logan,NCARB,AIA Vice President of Design LABhaus LLC 36 Bromfield St,Suite 310 Boston,MA 02108 The following code summary is based on the Approval Set dated January 28, 2014.For the portion or - project to be of modular construction,this report is to be used as a guide only by the :.:anufacturer. The manufacturer has responsibility for code compliance of the manufactured elements in accordance with 780 CMR Appendix I I O.R3. APPLICABLE CODES Code Type Applicable Code (Model Code Basis) Building 7&CMR:Massachusetts Building Code(8` Edition) (Inlefsati,�::al Building Code 2009,amended) Fire Prevention 527 CMR: Massachusetts Fire Prevention nc 4 ulanons Accessibility 521 CMR:Massachusetts Architectural Access Board Regulations FHA:Fair Housing Act(Safe Harbor: FHA Design Manual) Electrical 527 CMR 12.00:Massachusetts Electrical Code (2014 National Electrical Code,amended) Mechanical 2009International Mechanical Code Plumbin 248 CMR:Massachusetts Plumbing Code(2005) Building Overview:four-story apartment building with 13 total units,20 covered parking spaces and I 1 uncovered parking spaces.All of the ground floor units are multi-story.Of the 12--it- fore w", ' - - bedrooms units,seven will be two bedroom units,and two will be a one bedroom unit.The groL::d floor is covered parking with access into the building and Units I , 3 , 5 and 7 which are on the garden level. Orrnganr�.r•!. �t"�^-•f�:• Rrnno R-2(apartments) Group S-2 (covered parking) Min.Construction Type: Type VA Height and 4-ca: 4 stories,49' 4";2,029 sf for garden level, 3,440 sf for first floor, 5,666 sf for second floor,5,500 sf to, ueor, 2,233 sf for fourth floor 313 Congrr=s Street,Boston,MA02210 617.330.9390 617.330.9383 fax www.c3boston.com Type VA Code Reference Group R-2 Group S-2 Height Area Height Area Table 503 3 St, 50' 12,000 fc- 4 St,50' 21,000 ft Section 504.2 S rinklci height Increase" + 1 St, 20' + 1 St,20' Section 506.3 +24,000 fe +42,000fe Sprinkler Area Modification Section 506.2 0%Accessible Perimeter +Oftz +0 It' Increases Total Allowed 5 St,75' 36,000 ft 4 St,75' 63,11at:ft- l Actual Height and Area 4 St,49'4" 5,666 ft 4 St,49'4" 5,666 ftz A.Sprinkler system designed in accordance with NFPA 13 required for height increase. .-_.._ -__ �imsm¢,-7s 1(30ft/30ft)=09 Allowed Increase. Analysis:The building meets the height and area requirements for boO'.:Groups R-2 and S-2,so the occupancies are not requ' •ed to be use group separated per 780 CMR 508.3.However,one hour separation is required be.ween the parking and dwellings above in accordance with 780 CMR 420. Floors and We'-!s must also be ti.e resistance rated in accordance with 780 CMR Table 601. The aggregate floor area of each building is limited to three times the allowed area of the first story per Section 506.4: A re ate Area Limitation—Based on each level per 780 CMR 506.5.2 Allowed Actual Aggregate Allowed Area Aggregate Area Floor Area per Floor 36,000 108,000 16.839 Primary Structural Frame Fire Resistance Ratings: The table shown below sm,.. t`- requirements for Type VA construction.This table is based upon 780 CMR Table 601. _ Type VA Rating(Hours) Sc-actural frame is L_,luding columns, girders,trusses Bearing walls 1 A,e Exterior Bearing walls I Interior Non-Bearing Walls and Partitions oA Exterior Non-Bearing Walls and Partitions 0 Interior Floor Construction I e Including supporting beamsandjoists Roof Construction I Including supportingbeams and joists _ A. Not less than rating based on fire separation distance addressed later in Nis report, B. Not less than rating of walls supported. 2 Fire Resistance Assemblies: 60 minute fire resistance rated walls are required between dweliing units.The table shown below summarizes the fireresistance ratings for various wall types in the building,and their opening protectives: Building Element Wall Type Firer,sistance Opening Protective Rating(Hours) Rating(Minutes) Shaft Enclosures Fire Barrier 2B 90 Stair and Hoistway Enclosures Fire Barrier ?e 90 Dwelling/Garage Separations Fire Partition/ �1 60 Horiz Assembly Common Area Corridors serving Dwellings Fire Partition }. 20A Mechanical Rooms -- 0 0 Electrical/Telecom Closets -- - - Electrical Room with xfmr>1 12.5 kVA Fire Barrier 1 60 A. Doors must be smgke and draft control doors(780 CMR 7 i 5.4.3.1). B. Where connecting fewer than four stories, I hour fire resistance rating is required with 45 minute opening protective rating. Exterior Wall Openings&Fire Resistance Rating: The exterior wall testing requirements and opening limitations are based on the fire separation distance for each wall.The fire separation distance is measured perpendicular to the.exterior wall to the centerline of a public street, an interior lot line,or an imaginary lot line between two buildings on the same lot(IBC Section 104.3). Exterior Wall Fire Resistance Rating (IBC Table 602) Fire Res:Starce Rating - , Fire Separation Type of of Exterior Wall Distance Construction Group R-2,S-2 <5ft All I hr x 5 ft to<1 Oft IA Others 1 hr IA,IB 1 hr >=10 to<30fr IIB,VB 0 hr Others 1 hr >=30ft 1 Ali 0 hr The percentage of openings in the exterior walls is based on fire separation distance,in accordance with the table below: Maximum Area of Exterior Wall Openings (tbi 'Iaple 705.8) Fire Separation Distance % of Area of Exterior Wall Unprotected 0 to :3 ft Not Permitted 3 to<5`t _ 15% 5 to<10 ft 25%6 10 to<15 ft 45% 15 to<20 ft 75% 20 ft to<25 ft - Not Limited 3 The allowable area of exterior wall openings is not limited when the fire separation distance is 20 feet or greater(IBC Table 705.8). Actual Area of Exterior Wall Openings (IBC Table 705.8) Fire Separation Distance Permitted % of Area of Actual % of Area of Exterior Wall Exterio- _ 11 .__ South Wall.5.1' 15% 14.5% West Wall,>20' distance to No limit -- center of St,peter Street _ North Wall,>20' distance to - No limit -- between adi building East Wall, 14' distance to 45% 28% between ad;ouildin Analysis: The exterior wall rating is the greater of the requireoncitu m l4ble 601 or Table 602. Means of Egress: All dwelling units are provided with two exits Exterior Doors and Locks to Apartment Houses:For doors to main common entryways into apartment houses having more than three apartments,exterior doors should be equipped as to close automatically and lock automatically with a lock, including a lock with an electrically-operated striker mechanism,a self- closing door and associated equipment. Such associated equipment shall include an intercom system tied independently to each ap^rtment and where from each apartment the electrically operated striker mechanism can be released. (M.G.L.c. 143, §3R) Fire Protective Systems: • Sprinkler System:NFPA 13,since aggregate sf is greater than 12,000 sf(IBC Table 903.2) • Fire Extinguishers(IBC 906) tiP n_a Ure Cr,:..-,'IEC 907.2.9' artless . - . rite Aiafm System: Manual lire am.msy, a:in t__ .. .,.,., s / notification appliances activate upon sprinkler flow(IBC 907.2.9.1 Exception 2.); Single- and multiple-station s:.ioke alarms(IBC 907.2.11). • CO detectors(IBA",MA Amendment 916) Energy Code:The provisions of the IECC 2009 or ASHRAE 90 1 .al-c.t.;cd by MA in 780 CMR 13 and 780 CMR Appendix AA,apply,as the"Stretch Code"was adopted by Salem. Department of Public Health(105 CMR 410):In addition to the requirements of 780 CMR,the following provisions of 105 C1VIR 410.000;MINIMUM STANDARDS OF F;iTNESS FOR HUMAN HABITATIC:�!;STATE SANITARY CODE,CHAPTER 11),apply to all dwelling units. A"Habitable Room" means every room or enclosed floor space used or intended to be used for living,sleeping, cooking,or eating purposes,excluding rooms containing toilets,bathtubs or showers and excluding laundries, pantries,foyers,cc--nn;cating corridors,closets and storage spaces. 410.250:Habitable Rooms Othtt tbau Ki'chen--Noluml Light and Electrical Outrce The owner shall provide for each habitable roam other than a kitchen: (A) transparent or translucent glass which admits light from the outdoors and which is equal in area to no less than 8%of the entire Floor area of that room... 410.280:Natural and Mechanical Ventilation The owner shall provide for=-ach habitable room. and room containing a toilet, bathtub or shower,ventilation to the outdoors consisting of- 4 (A)windows,skylights,doors or transoms in the exterior walls or roofs that can be easily opened to a minimum of 4%of the floor area of that habitable room or room containing a toilet,bathtub or shower, provided,that a skylight which if open exposes'thc iiatci iot of the dwelling to direct rainfall shall aot satisfy this requirement;or(emphasis added) .. (B)Mechanical veutilation capable of exhausting air at the following rates: Occupancy Classification Required Air Changes Fes Has, Habitable rooms other than bath,toilet or shower rooms: 2 Bath,toilet or shower rooms: 5 ACCESSIBILITY Two accessibility code,:apply to this building: 521 CMR and the Fair Housing Act(FHA). In general,the dimensional guidelines found in both are the same.The"safe harbor"to be used for FHA compliance is the FHA Design Manual.Of the three required accessibility codes, the more restrictive provision will apply. Massachusett- k—liitezlaral Access Board(521 CMR) For Sale Units: Since all lower units are duplex units(defined in MAAB as "towm...-.._.,`), r..pnance with the provisions for Group 1 units is net required.The only flat,Unit 13,is not accessed by elevator, so it also need not comply. kair Housing Act(FHA): Since the butidiug i.,nor..gL;ppcu with an'elz-.au,,, nmlti-story dweliing..are not covered by the.Fcgulations. MA All Code\Code Pru,p rs M]33 05r Pete,Sulem�USt Peter Code Sumnory 9-10.14AJ x 5 oowrorea�uuevlf� __ft1Ce of Consumer g,i,ti a Affairs&Busi_ ness Regulation , - M I E IMPROVEMENTLicense or registration COrat CONTRACTOR RACTOR before the valid for individul use on egistration: expiration date. If found return to:only 178520 Office of Consumer Affairs and Business Re Expiration q�2g�p016 Type' 10 Park Plaza- NEw-BOSTON VENTURESSuPPlement t.3rd Suite 5170 gulation LLC Boston,MA 02116 MARC SAVATSKY 540 TREMONT ST SUTE 18 BOSTON, MA 02116 - Underse'-__ ^� Not vand without signature 1 ' COVENI\� NT FIil2E PROTECTION 62 W Brook St. Manchester, NH 03101 P: 855-517-7621 F: 603-232-1622 Fire Protection System Narrative Report ON CATALFO m c0,1 FIRE PROTECTION y 50 Saint Peter Street. N QisTEa Salem, MA 01970 �OItlAL 11 . 14 . 14 This document addresses the specific fire protection aspects to the new construction of a residential building located 50 Saint Peter St. Salem, MA and generally addresses the site access conditions. 1. Basis of Design,Sequence of Operation and Testing Criteria a. Basis of Design i. Building Description a. New multi-use building of 21,000 SF b. Principal use group: Residential (R-2) c. New construction is Type V-A ii. Scope of work 1. Install new sprinkler system in new construction. 2. Applicable Laws, Regulations and Standards a. The Massachusetts General Laws (Chapter 148: Fire Prevention) b. The Massachusetts State Building Code, 8th Editions (780 CMR Chapter 9) c. Board of Fire Prevention and Regulation (527 CMR Chapter 24: Fire Warning Systems Installed in Buildings within the Commonwealth of Massachusetts) d. NFPA 13, 2013 3. Sprinkler System a. The building will have anew sprinkler system installed per NFPA 13 and per CMR 903.2.8. -1 1 e COVENIXN 'T FIRE PROTECTION 62 W Brook St. Manchester, NH 03101 P: 855-517-7621 F: 603-232-1622 b. Sprinkler spacing and position shall be per NFPA 13. Spacing shall be less than 168 SF in Light Hazard areas, 130 SF in Ordinary Hazard areas and per Viking specification in residential areas for residential sprinkler heads spaced 16'x16'. c. The sprinkler system will be supplied by with water fed by a 4"fire service with a 4" backflow preventer to prevent backfeeding of sprinkler water into city water supply. d. The sprinkler system in to be monitored by a separate flow switch and must be confirmed System Operation The activation of any manual fire alarm station or the automatic actuation of any system smoke detector,sprinkler system water flow switch or any other approved alarm initiation device shall immediately result in the following: 1. The device in alarm shall be addressed on a display at the fire alarm panel and remote annunciator 2. The audible horns shall sound a temporal pattern at all locations 3. All visual alarm signals shall flash at a rate of 120 flashes per minute. 4. If alarm signals are silenced for any reason,they shall automatically resound if another address is tripped 5. Outdoor beacon lights will illuminate 6. In the event of a commercial power interruption,the system shall automatically transfer to an emergency battery source, and generator power. 4. Testing Criteria a. General i. The contractor for both sprinkler and fire alarm shall be responsible for the coordination of all required acceptance testing and shall schedule a meeting with the fire inspector for review and verification at least five days in advance of the test acceptance date. ii. All fire protection systems applicable to the building shall be pre-tested for proper operation. iii. The fire protection systems shall be tested as a system with all equipment ready for operation. 2 i COVENIN, N 'T FIRE PRC:) TEGTIOIV 62 W Brook St. Manchester, NH 03101 P: 855-517-7621 F: 603-232-1622 iv. The following personnel shall be on site the day of testing with one set of individual as-builts drawings for each FP system if applicable. 1. General Contractor 2. Fire Protection Engineer of Record 3. Sprinkler contractor if applicable 4. Fire alarm contractor if applicable v. The Fire Department shall direct and witness all testing vi. The following test shall be performed with all equipment and devices to be tested on NEW installations. 1. Sprinkler flow, inspector's test valve 2. Tamper switches 3. Main drain 4. Fire alarm system including: each device, wiring supervision,wiring connection. Proper mounting of equipment, notification appliance, related control features, central station connection shall be checked. 5. Verification of fire stopping 6. Verification of equipment function signs,charts,tags. b. Sprinkler system i. The sprinkler system shall be tested per NFPA 13-2013 including 200 PSI hydrostatic testing when required. c. Fire Protection Signaling System i. All fire protection systems shall be tested with all equipment ready for operation. The following testes shall be performed with all equipment and devices to be tested: 1. Control equipment 2. Batteries 3. Control panel trouble signals 4. Conductors 5. Initiating devices 6. Alarm notification devices d. Building and site Access i. The primary emergency vehicle access point is through St Peter St. ii. The main entry is located at the main entrance on St Peter St. 3 CC VENAN 'r FIRE PROTECTION 62 W Brook St. Manchester, NH 03101 P:8SS-517-7621 F: 603-232-1622 e. Fire Hydrants i. Existing hydrants are on site and are to be confirmed to be in working conditions f. Type/description and design layout of the automatic sprinkler system i. The new sprinkler system will be installed per NFPA 13. 1. Spacing of sprinkler heads less than 130 FTz(OH-1)and 168 FTZ(Light) and 16'x16' (Residential) 2. Sprinkler heads are quick response 3. The addition of sprinkler heads can still support the hydraulic information. 4. The system covers multiple occupancies and the most remote/demanding areas have been hydraulically calculated. ii. Automatic sprinkler system control equipment location 1. Control equipment will be located in sprinkler room and will be tampered. All other control equipment will be provided with access panels. iii. Type/description and design, layout of the standpipe system 1. A standpipe is not required in this buidling iv. Fire department connection, a new FDC will be installed per City of Salem and NFPA 13 requirements v. Type, description and design layout of the fire protective signaling system 1. Local fire alarm system. To be field verified by Fire alarm contractor 2. All supervisory and trouble signals are to be relayed to a central station service provider. 4 CALCULATION SUMMARY Project Name:50 SAINT PETER ST Project Location: 50 ST PETER ST Drawing No.: City: SALEM , MA 01970 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure® Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (psi) (gpm/ft2) (psi) (gpm) # (gpm) (psi) 1 Demand(HW) OHl 1950 556 84.4 0.15 12.1 19.5 14 250 15.4 SH OF At9,r�OyG JASON CATALFO m KAHAN u FIRE PROTECTION N . O/STER OVAL 11 . 14 . 14 File:50 St Peter FP.dwg Date 11/14/2014 Copyright 02002-2012 Tyw Fire Protection Products Pagel HYDRAULIC CALCULATIONS for Job Information Project Name:50 SAINT PETER ST Contract No. : City: SALEM , MA 01970 Project Location: 50 ST PETER ST Date:9/16/2014 Contractor Information Name of Contractor: CFP Address: 62 W BROOK ST City: MANCHESTER, NH 03101 Phone Number: 855.517.7621 E-mail: INFO@COVENANTFIREPRO.COM Name of Designer: BE _ Authority Having Jurisdiction: AHJ Design Remote Area Name 1 Remote Area Location GARAGE Occupancy Classification OH1 Density(gpm/fi� 0.15 Area of Application(W) 1950 Coverage per Sprinkler(R2) 130 Number of Calculated Sprinklers 14 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 Total Water Required(Ind. Hose Streams)(gpm) 556 Required Pressure at Source(psi) 67.6 Type of System Dry Volume-Downstream DPV (gal) 61.3 gal Water Supply Information Date 877/14 Location 50 ST PETER ST Source W1 Notes File:50 St Peter FP.dwg Date 11/14/2014 Copynght®2002-2012 Tyco Fire Protection Products Page 2 Job:50 SAINT PETER ST Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (ODtimized Hvdraulic SimDlified) File:50 St Peter FP.dwg Dale 11/14/2014 Copyright®2002-2012 Tyco Fire Protection Products Page 3 ` Job:50 SAINT PETER ST Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) - 0 85 1350 75 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) ------------------------------------------------------------------------------------ Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 306 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ------------------------------------------------------------------------------------ Total Sprinkler Flow(gpm) 306 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 67.6 W1 -Flow(gpm) 306 Demand w/o System Pump(s) N/A File:50 St Peter FP.dwg Date 1111412014 Copyright 0 2002-2012 Tyco Fire Protection Products Page 4 Job:50 SAINT PETER ST Hydraulic Analysis for : 1 f Supply f System Demand f Add. Out. Hose 9 S1' i1 i I I i II � v 80 t :i2 72 j848 D2 D3 70 60 i Z C d 50 L � II 0 40 a 1 L 30 flil, 20 1 D1 r I I Z. 0. 0 400500 600 700 800 900 1000 1100 1200 1300 1400 150 Flow, gpm File:50 St Peter FP.dwg Date 11/14/2014 Copyright 0 2002-2012 Tyco Fire Protection Products Page 5 Job:50 SAINT PETER ST Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1-Static 0 85 S2 Supply point#2-Residual 1350 75 D1 Elevation Pressure - 0 5.6 D2 System Demand 306 67.6 D3 System Demand+Add.Out.Hose 556 67.6 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name pressure (psi) I Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 84.2 347.8 15.4 556 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure W) (gpm/psi/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) SS Overhead Sprinkler 130 5.6 0.15 19.5 12.1 0.15 19.5 12.1 S10 Overhead 130 5.6 0.15 19.5 12.1 0.184 23.9 18.2 Sprinkler 511 Overhead Sprinkler 130 5.6 0.15 19.5 12.1 0.177 23 16.8 512 Overhead Sprinkler 130 5.6 0.15 19.5 12.1 0.178 23.2 17.2 S13 Overhead 130 5.6 0.15 19.5 12.1 0.184 24 18.3 Sprinkler S14 Overhead 130 5.6 0.15 19.5 12.1 0.192 24.9 19.8 Sprinkler S2 Overhead Sprinkler 130 5.6 0.15 19.5 12.1 0.151 19.7 12.4 53 Overhead Sprinkler 130 5.6 0.15 19.5 12.1 0.156 20.3 13.2 54 Overhead Sprinkler 130 5.6 0.15 19.5 12.1 0.167 21.7 15 ss Overhead 130 5.6 0.15 19.5 12.1 0.161 23.6 17.7 Sprinkler S6 Overhead 130 5.6 0.15 19.5 12.1 0.152 19.8 12.4 Sprinkler S7 Overhead 130 5.6 0.15 19.5 12.1 0.153 19.9 12.7 Sprinkler S8 Overhead 130 5.6 0.15 19.5 12.1 0.158 20.6 13.5 Sprinkler File:50 St Peter FP.dwg Date 11/14/2014 Copyright®2002-2012 Tyco Fire Protection Products Page 6 , S9 Overhead 130 5.6 0.15 19.5 12.1 0.169 22 15.4 Sprinkler File:50 St Peter FP.dwg Date 11/14/2014 Copynght 0 2002-2012 Tyco Fire Protection Products Page 7 Job:50 SAINT PETER ST Hydraulic Calculations I Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psil/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 51 Overhead Sprinkler 5.6 19.5 130 121 12.1 8 HEAD Open 0 0.15 -5.6 19.5 S2 Overhead Sprinkler 5.6 19.7 130 12.4 12.1 8 HEAD Open 0.2 0.151 -5.6 19.5 S6 Overhead Sprinkler 5.6 19.8 130 12.4 12.1 8 HEAD Open 0.3 0.152 -5.6 19.5 S7 Overhead Sprinkler 5.6 19.9 130 12.7 12.1 8 HEAD Open 0.4 0.153 -5.6 19.5 S3 Overhead Sprinkler 5.6 20.3 130 13.2 12.1 8 HEAD Open 0.8 0.156 -5.6 19.5 S8 Overhead Sprinkler 5.6 20.6 130 13.5 12.1 8 HEAD Open 1.1 0.158 -5.6 19.5 S4 Overhead Sprinkler 5.6 21.7 130 15 12.1 8 HEAD Open 2.2 0.167 -5.6 19.5 S9 Overhead Sprinkler 5.6 22 130 15.4 12.1 8 HEAD Open 2.5 0.169 -5.6 19.5 511 Overhead Sprinkler 5.6 23 130 16.8 12.1 8 HEAD Open 3.5 0.177 -5.6 19.5 S12 Overhead Sprinkler 5.6 23.2 130 17.2 12.1 8 HEAD Open 3.7 0.178 -5.6 19.5 S5 Overhead Sprinkler 5.6 23.6 130 17.7 12.1 8 HEAD Open 4.1 0.181 -5.6 19.5 S10 Overhead Sprinkler 5.6 23.9 130 18.2 12.1 8 HEAD Open 4.4 0.184 -5.6 19.5 S13 Overhead Sprinkler 5.6 24 130 18.3 12.1 8 HEAD Open 4.5 0.184 -5.6 19.5 S14 Overhead Sprinkler 5.6 24.9 130 19.8 12.1 8 HEAD Open 5.4 0.192 -5.6 19.5 412 Node 19.3 8 NODE -5.6 411 Node 19.8 8 NODE -5.6 001 Node 21.6 8 NODE -5.6 023-0 Node 47.4 11 NODE -6.9 023-I Node - 48.4 11 NODE -6.9 025 Node 57.7 3 NODE -3.5 029-0 Node 58.1 3 NODE -3.5 029-I Node 62.2 3 NODE 1 -3.5 031 Node 66.5 -5 NODE 0 wl Supply 67.6 -5 SUPPLY -306 0 File:50 St Peter FP.dwg Date 11/14/2014 Copyright®2002-2012 Tyco Fire Protection Products Page 8 Job:50 SAINT PETER ST Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psilh) (gpm) (in) (R) (ft) (psi) (psi) Path No: 1 Sl 8 5.6 19.5 1.5 - 13.21 100 12.1 S2 8 5.6 19.5 1.68 0 0.0175 0 13.21 0.2 S2 8 5.6 19.7 1.5 13.21 100 12.4 S3 8 5.6 39.2 1.68 0 0.0637 0 13.21 0.8 S3 8 5.6 20.3 1.5 13.21 100 13.2 S4 8 5.6 59.5 1.68 0 0.1383 0 13.21 1.8 S4 8 5.6 21.7 1.5 lx(us.Tee-Br)=7.02 10.37 100 15 412 8 81.2 1.68 7.02 0.2459 0 17.39 4.3 412 8 23.6 2.5 11 100 19.3 411 8 104.8 2.635 0 0.044 0 11 0.5 411 8 106.1 2.5 11 100 19.8 001 8 211 2.635 0 0.1608 0 11 1 1.8 001 8 95.1 2.5 1x(cou piing)=0.98 54.43 100 - 21.6 023-0 11 306 2.635 3x(us.90)=17.62 30.34 0.3203 -1.3 lx(us.Tee-Br)=11.75 84.77 27.2 023-0 11 0 2.5 1.02 0 47.4 DPV-1 023-I 11 306 0 0 0.9411 0 1.02 1 023-1 11 0 2.5 2x(us.90)=16.47 9.13 120 48.4 025 3 306 2.635 16.47 0.2285 3.5 25.61 1 5.9 025 3 0 4 lx(coupling)=1.32 4.48 120 57.7 029-0 3 306 4.26 lx(us.90)=13.17 14.48 0.022 0 18.97 0.4 029-0 3 0 4 - 2.43 0 58.1 AmesC200H 029-I 3 306 0 0 1.6927 0 2.43 4.1 029-I 3 0 4 2x(us.90)=26.33 10.42 120 62.2 031 -5 306 4.26 26.33 0.022 3.5 36.75 0.8 031 -5 0 4 72.09 140 66.5 W 1 -5 306 4.3 0 0.0158 0 72.09 1.1 W 1 67.6 File:50 St Peter FP.dwg Dale 1 1/1 412 01 4 Copyright®2002-2012 Tym Fire Protection Products Page 9 Job :50 SAINT PETER ST Hydraulic Calculations PIPE INFORMATION Path No: 2 S6 8 5.6 19.8 1.5 13.21 100 12.4 57 8 5.6 19.8 1.68 0 0.0179 0 13.21 0.2 57 8 5.6 19.9 1.5 13.21 100 12.7 S8 8 5.6 39.7 1.68 0 0.0653 0 13.21 0.9 58 - 8 - 5.6 20.6 1.5 13.21 100 13.5 S9 8 5.6 60.3 1.68 0 0.1416 0 13.211 1.9 S9 8 5.6 22 1.5 lx(us.Tee-Br)'=7.02 10.38 100 15.4 411 8 82.3 1.68 7.02 0.2517 0 17.39 4.4 411 19.8 Path No: 3 Sit 8 - 5.6 23 1.5 13.21 100 16.8 S12 8 5.6 23 1.68 0 0.0237 0 13.21 0.3 S12 8 5.6 23.2 1.5 13.21 100 17.2 513 8 5.6 46.2 1.68 0 0.0864 0 13.21 1.1 513 8 5.6 24 1.5 lx(us.Tee-Br)=7.02 10.38 100 18.3 001 8 70.1 1.68 7.02 0.1873 0 17.391 3.3 001 - 21.6 Path No: 4 S5 8 5.6 23.6 1 lx(us.Tee-Br)=3.56 2.83 100 17.7 412 8 23.6 1.049 3.56 0.2465 0 6.4 1.6 412 - - 29.3 Path No: 5 S10 1 8 5.6 23.9 1 lx(us.Tee-Br)=3.56 2.83 S00 18.2 411 8 23.9 1.049 3.56 0.2522 0 6.4 1.6 411 19.8 Path No: 6 S14 8 5.6 24.9 1 1x(us.Tee-Br)=3.56 2.83 S00 19.8 001 8 24.9 1.049 3.56 0.2732 0 6.4 1.7 001 21.6 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 18 ft/s occurs in the following pipe(s): (023-0-001), (025-023-I) File:50 St Peter FP.dwg Dale 11/14/2014 Copyright 0 2002-2012 Tyco Fire Protection Products Page 10 Job:50 SAINT PETER ST Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 95 90 85 60 75 70 65 ry� 60 6 55 d � 50 N 45 d d 40 35 30 25 20 15 0 5 0 0 0 0 0 0 ry m a n o r m o o_ Flow,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 445 (AmesC200H, Size = 4) 188 17.8 16.8 15.8 14.8 —/— 13.8 12.8 N 11.8 a a 10.8 9.8 d d 8.8 d d 7.8 6.8 5.8 4.1 psi @ 306 gpm 4.8 3.8 2.8 1.8 0.8 _ _ n ry e h e r eoo Flow,gpm File:50 St Peter FP.dwg Date 11/14/2014 Copyright®2002-2012 Tyco Fire Protection Products Page 11 Job:50 SAINT PETER ST Device Graphs Pressure Loss Function Design Area: 1; DPV Ref.: 444 (DPV-1, Size = 2.5) 89 9 6.9 N 5.9 C 4 M 09 a a d a 39 2.9 1.9 1 psi @ 306 gpm 09 Flow,gpm File:50 St Peter FP.dwg Date 11/14/2014 Copynght 0 2002-2012 Tyco Fire Protection Products Page 12 CALCULATION SUMMARY Project Name:50 SAINT PETER ST Project Location: 50 ST PETER ST Drawing No. : City: SALEM, MA 01970 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure 0 Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (psi) (gpm/ft2) (psi) (gpm) # (gpm) (psi) 2 Demand(HW) RESIDENTIAL 520 152.5 85 0.1 7 13 4 100 25.3 3 Demand(HW) RESIDENTIAL 540 156 85 0.1 7 13 4 100 21.1 File:50 St Peter FP.dwg . Date 11/1412014. Copyright 0 2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:50 SAINT PETER ST Contract No. : City: SALEM , MA 01970 Project Location: 50 ST PETER ST Dale:9/16/2014 Contractor Information Name of Contractor: CFP Address: 62 W BROOK ST City: MANCHESTER, NH 03101 Phone Number: 855.517.7621 E-mail: INFO@1COVENANTFIREPRO.COM Name of Designer: BE Authority Having Jurisdiction: AHJ Design Remote Area Name 2 Remote Area Location TOP FLOOR BLOCK B Occupancy Classification RESIDENTIAL Density(gpm/ft') 0.1 Area of Application(ft2) 520 Coverage per Sprinkler(ft2) 130 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 152.5 Required Pressure at Source(psi) 59.6 Type of System Wet Volume-Entire System (gal) 90.2 gal Water Supply Information Date 8r7/14 Location 50 ST PETER ST Source Wt Notes File:50 St Peter FP.dwg Date 11/14/2014 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2 Job:50 SAINT PETER ST Node Labels: Off Pipe Labels: Off Diagram for Design Area : 2 (Ootimized Hvdraulic Simulified) File:50 St Peter FP.dwg Date 11/14/2014 Copyright 0 2002-2012 Tyco Fire Protection Products Page 3 Job:50 SAINT PETER ST Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb-s/R2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) 0 1 85 1350 75 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) ------------------------------------------------------------------------------------ Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 52.5 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ------------------------------------------------------------------------------------ Total Sprinkler Flow(gpm) 52.5 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 59.6 W1 -Flow(gpm) 52.5 Demand w/o System Pump(s) N/A File:50 St Peter FP.dwg Date 11/14/2014 copyright 02002-2012 Tyco Fire Protection Products Page 4 Job:50 SAINT PETER ST Hydraulic Analysis for : 2 f Supply f System Demand f Add. Out. Hose 9 S1 80 S2 IL Mdl72. 8 70 l ! D3 60 r Q 50 ' d 1 i i l i L , 0 40 ! L a � 30 ` D1 2 ` I 10 1 ! ! IIr ' 0- 1 0 400500 600 700 800 900 1000 1100 1200 1300 1400 150 Flow, gpm File:50 St Peter FP.dwg Date 1111412014 Copyright @ 2002-2012 Tyco Fire Protection Products Page 5 Job:50 SAINT PETER ST Hydraulic Analysis for : 2 Graph Labels Values Label Description Flow (gpm) Pressure (psi) St Supply point#1-Static 0 85 S2 Supply point#2-Residual 1350 75 D1 Elevation Pressure 0 17.8 D2 System Demand 52.5 59.6 D3 System Demand+Add.Out.Hose 152.5 - 59.6 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure si Flow m Pressure (psi) @ Flow m (P ) (gpm) (P ) (9P ) Supply 85 67.8 25.3 152.5 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft') (gpm/psirh) (gpm/ft') (gprn) (psi) (gpm/ft') (gpm) (psi) S21 Overhead Sprinkler 130 4.9 0.1 13 7 0.1 13 7 S22 Overhead Sprinkler 130 4.9 0.1 13 7 0.1 13 7.1 523 Overhead 130 4.9 0.1 13 7 0.102 13.3 7.4 Sprinkler S24 Overhead Sprinkler 130 4.9 0.1 13 7 0.101 13.1 7.2 File:50 St Peter FP.dwg Date 11/14/2014 Copynght0 2002-2012 Tyco Fire Protection Products Page 6 Job:50 SAINT PETER ST Hydraulic Calculations I Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/Psi1/2 gpm R2 psi psi ft gpm gpm/ft2 psi gpm 002 Node 7.3 36 NODE -17.8 003 Node 7.3 36 NODE -17.8 004 Node 7.5 36 NODE -17.8 029-I Node 56 3 NODE -3.5 029-0 Node - 48.9 3 NODE -3.5 031 Node - - 59.5 -5 NODE 0 140 Node - - 39.2 11 NODE -6.9 145 Node - 48.9 3 NODE -3.5 S21 Overhead Sprinkler 4.9 13 130 7 7 36 HEAD Open 0 0.1 -17.8 13 522 Overhead Sprinkler 4.9 13 130 7.1 7 36 HEAD Open 0.0 0.1 -17.8 13 S23 Overhead Sprinkler 4.9 13.3 130 7.4 7 36 HEAD Open 0.3 0.102 -17.8 13 S24 Overhead Sprinkler 4.9 13.1 130 7.2 7 36 HEAD Open 0.1 0.101 -17.8 13 W1 Supply -52.5 59.6 -5 SUPPLY 0 File:50 St Peter FP.dwg Date 1 111 4/2 0 1 4 Copynght®2002-2012 Tyco Fire Protection Products Page 7 Job:50 SAINT PETER ST Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per k elev (Pe) NOTES T frict(Pf) (ft) (gpm/psiY:) (gpm) (in) (k) (ft) (psi) (psi) Path No: 1 S21 36 4.9 13 1 lx(BM.90)=5 3.81 150 7 002 36 13 1.101 5 0.0305 0 8.81 0.3 002 36 0 1.5 lx(BM.Tee-Run)=1 4.64 150 7.3 003 36 13 1.598 1 0.005 0 5.64 0.0 003 36 13 1.5 2.11 150 7.3 S23 36 4.9 26 1.598 0 0.018 0 2.11 0.0 S23 36 4.9 13.3 1.5 1X(BM.Tee-Run)=1 1.9 150 7.4 004 36 39.3 1.598 1 0.0387 0 2.9 0.1 004 36 13.1 1.5 21x(BM.Tee-Run)=21 178.45 - 150 7.5 140 11 52.5 1.598 lx(us.90)=5.82 138.82 0.0659. 10.8 9x(BM.90)=.72 317.27 20.9 5x(BM.Tee-Br)=40 140 11 0 1.5 lx(us.Tee-Br)=9.84 50.29 120 39.2 145 3 52.5 1.68 4x(us.90)=19.68 29.53 0.0781 3.5 79.81 6.2 145 3 0 4 lx(coupling)=1.32 2.98 120 48.9 029-0 3 52.5 4.26 lx(us.90)=13.17 14.48 0.0008 0 17.47 0.0 029-0 3 0 4 2.43 0 48.9 AmesC200H 029-1 3 52.5 0 0 2.9151 0 2.43 7.1 029-1 3 0 4 2x(us.90)=26.33 10.42 120 56 031 -5 52.5 4.26 26.33 0.0008 3.5 36.751 0.0 031 -5 0 4 72.09 140 59.5 W 1 -5 52.5 4.3 0 0.0006 0 72.09 0.0 W l - - 59.6 Path No: 2 S22 36 4.9 13 1 1x(BM.Tee-Br)=5 3.33 150 7.1 003 36 13 1.101 5 0.0307 0 8.33 0.3 003 7.3 Path No: 3 S24 36 4.9 13.1 1 1X(BM.Tee-Br)=5 5.17 150 7.2 004 36 13.1 1.101 5 0.031 0 10.17 0.3 004 7.5 File:50 St Peter FP.dwg Date 1111412014 Copynght 0 2002-2012 Tyco Fire Protection Pmducts Page 8 Job:50 SAINT PETER ST Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psiVz) (gpm) (in) IN (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 8.39 ft/s occurs in the following pipe(s): (140-004) File:50 St Peter FP.dwg Dale 11/14/2014 Copyright 0 2002-2012 Tyco Fire Protecton Products Page 9 Job:50 SAINT PETER ST Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: W1; Supply Name:W1 90 85 BO ]5 ]0 65 y 60 a 55 d � 50 y 45 d a 40 35 30 25 20 5 0 5 0 � o o Flow,gpm Pressure Loss Function Design Area: 2; BFP Ref.: 4" (AmesC200H, Size = 4) 188 17.8 16.8 15.8 14.8 13.8 12.8 W 11.8 a ai 10.8 9.8 d 81 7.1 psi@52.5 gpm a z8 6.8 5.8 4.8 3.8 2.8 1.8 0.8 Flow,gpm File:50 St Peter FP.dwg Dale 11/14/2014 Copynght®2002-2012 Tyco Fire Pmtection Products Page 10 HYDRAULIC CALCULATIONS for Job Information Project Name:50 SAINT PETER ST Contract No. : City: SALEM , MA 01970 Project Location: 50 ST PETER ST Date:9/16/2014 Contractor Information Name of Contractor: CFP Address: 62 W BROOK ST City: MANCHESTER, NH 03101 Phone Number: 855.517.7621 E-mail: INFO@COVENANTFIREPRO.COM Name of Designer: BE Authority Having Jurisdiction: AHJ Design Remote Area Name 3 Remote Area Location TOP FLOOR BLOCK C Occupancy Classification RESIDENTIAL Density(gpm/ft2) 0.1 Area of Application(ft2) 540 Coverage per Sprinkler(ft2) 150 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 156 Required Pressure at Source(psi) 63.7 Type of System Wet Volume-Entire System (gal) 83.4 gal Water Supply Information Date 8/7/14 Location 50 ST PETER ST Source Wt Notes File:50 St Peter FP.dwg Date 1 1/1 412 01 4 Copynght0 2002-2012 Tyco Fire Protection Products Page 11 Job:50 SAINT PETER ST Node Labels: Off Pipe Labels: Off Diagram for Design Area : 3 (ODtimized Hvdraulic Simolified) File:50 St Peter FP.dwg Dale 1 1/1 412 01 4 Copynght 02002-2012 Tyco Fire Protection Products Page 12 4 Job:50 SAINT PETER ST Hydraulic Analysis for : 3 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb.s/ftz) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) 0 85 1350 75 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) ------------------------------------------------------------------------------------ Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 56 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ---------------------------------------------------------------------------------- Total Sprinkler Flow(gpm) 56 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 63.7 W1 -Flow(gpm) 56 Demand w/o System Pump(s) N/A File:50 St Peter FP.dwg Dale 11/14/2014 Copynght 0 2002-2012 Tyco Fire Protection Products Page 13 Job:50 SAINT PETER ST Hydraulic Analysis for : 3 f Supply f System Demand t Add. Out. Hose 9 S1dr t i 80 721848 71`-- 711 D3 I t I i i 60 I Q t 4 50 t L I it d 40 i L a 30 D1 20 I — i i I 10 ETE 0 400500 600 700 800 900 1000 1100 1200 1300 1400 150 Flow, gpm File:50 St Peter FP.dwg Date 11/14/2014 Copyright 0 2002-2012 Tyco Fire Pmtecdon Products Page 14 ` Job:50 SAINT PETER ST Hydraulic Analysis for : 3 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 85 S2 Supply paint#2-Residual 1350 75 Di Elevation Pressure - 0 19.9 D2 System Demand 56 - 63.7 D3 System Demand+Add.Out.Hose - 156 63.7 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure(psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 85 69.4 21.1 156 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft2) (gpm/PSI/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) S25 Overhead Sprinkler 130 4.9 0.1 13 7 0.1 13 7 526 Overhead Sprinkler 130 4.9 0.1 13 7 0.301 13.1 7.2 S27 Overhead 130 4.9 0.1 13 7 0.101 13.1 7.2 Sprinkler S28 Overhead 150 4.9 0.1 15 9.4 0.112 16.8 11.7 Sprinkler File:50 St Peter FP.dwg Date 11/14/2014 Copynght®2002-2012 Tym Fire Protection Products Page 15 Job:50 SAINT PETER ST Hydraulic Calculations I Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psiY2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm S25 Overhead Sprinkler 4.9 13 130 7 7 41 HEAD Open 0 0.1 -19.9 13 S26 Overhead Sprinkler 4.9 13.1 130 7.2 7 41 1 HEAD Open 10.1 0.101 -19.9 13 S27 Overhead Sprinkler 4.9 13.1 130 7.2 7 41 HEAD Open 0.1 0.101 -19.9 13 S28 Overhead Sprinkler 4.9 16.8 150 11.7 9.4 . 41 HEAD Open 1.8 0.112 -19.9 15 298 Node 7.5 41 NODE -19.9 292 Node 12.3 41 NODE -19.9 291 Node - 12.5 41 NODE -19.9 140 Node 42.4 11 NODE -6.9 145 Node 52.9 3 NODE -3.5 029-0 Node 52.9 3 NODE -3.5 029-I Node 60.1 3 NODE -3.5 031 Node 63.6 -5 NODE 0 wl Supply -56 63.7 -5 SUPPLY 0 File:50 St Peter FP.dwg Date 11/14/2014 Copynght®2002-2012 Tyco Fire Protection Products Page 16 Job:50 SAINT PETER ST Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/.) Wpm) (in) (ft) (ft) (psi) (psi) Path No: t S25 41 4.9 13 1 1X(BM.Tee-Run)=1 8.14 150 7 298 41 13 1.101 lx(BM.90)=5 6 0.0305 0 14.14 0.4 298 41 26.2 1 1X(BM.Tee-Br)=5 15.27 150 7.5 292 41 39.2 1.101 5 0.2361 0 20.27 4.8 292 41 0 1.5 1X(BM.Tee-Run)=1 5.9 150 12.3 291 41 39.2 1.598 1 0.0385 0 6.9 0.3 291 41 16.8 1.5 8x(BM.Tee-Run)=8 101.16 150 12.5 140 11 56 1.598 lx(us.90)=5.82 125.82 0.0744 13 11x(BM.90)=88 226.99 16.9 3x(BM.Tee-Br)=24 140 11 0 1.5 lx(us.Tee-Br)=9.84 50.29 120 42.4 145 3 56 1.68 4x(us.90)=19.68 29.53 0.0881 3.5 79.81 7 145 3 0 4 lx(coupling)=1.32 2.98 120 52.9 029-0 3 56 4.26 lx(us.90)=13.17 14.48 0.0009 0 17.47 0.0 029-0 3 0 4 2.43 0 52.9 AmesC200H 029-I 3 56 0 - 0 2.9629 0 2.43 7.2 029-I 3 0 4 2x(us.90)=26.33 10.42 120 60.1 031 -5 56 4.26 26.33 0.0009 3.5 36.75 0.0 031 -5 0 4 72.09 140 63.6 W 1 -5 56 - 4.3 0 0.0007 0 72.09 0.0 W 1 63.7 Path No: 2 S26 41 4.9 13.1 1 1x(BM.Tee-Br)=5 5.03 150 7.2 298 41 13.1 1.101 5 0.031 0 10.03 0.3 298 7.5 Path No: 3 S27 41 4.9 13.1 1 1X(BM.Tee-Br)=5 4.24 150 7.2 298 41 13.1 1.101 5 0.0311 0 9.24 0.3 298 7.5 Path No: 4 S28 41 4.9 16.8 1 1X(BM.Tee-Br)=5 11.66 150 11.7 291 41 16.8 1.101 5 0.0489 0 16.66 0.8 291 12.5 File:50 St Peter FP.dwg Dale 11/14/2014 Copyright0 2002-2012 Tym Fire Protection Products Page 17 Job:50 SAINT PETER ST Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft i elev (Pe) NOTES T frict (Pf) (ft) (gpm/psirh) (gpm) (in) (ft) (ft) I (psi) I (psi) ' Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 13.22 ft/s occurs in the following pipe(s): (292-298) File:50 St Peter FP.dwg Date 11/14/2014 Copyright 0 2002-2012 Tyco Fire Protection Products Page 18 n Job:50 SAINT PETER ST Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.: W1; Supply Name:W1 9s 90 85 80 75 70 65 W 60 a 55 d � 50 dd 45 d IL 40 35 30 25 20 S 0 5 0 0 0 Flow,gpm Pressure Loss Function Design Area: 3; BFP Ref.: 4" (AmesC200H, Size = 4) 18.8 178 16.8 15.8 148 138 12.8 A 11.8 G � 10.8 � 9.8 .00 N y s.s 7.2 ps i @ 56 gpm a` 7.8 6.8 58 K Z 48 101, 38 28 1.8 0.8 0 0 0 0 0 0 Flow,gpm File: 50 St Peter FP.dwg Dale 1111412014 Copynght 0 2002-2012 Tyco Fire Protection Products Page 19 COMcheck Software Version 3.9.4 Mechanical Compliance Certificate 2012 IECC Section 1 : Project Information Project Type: New Construction Project Title: Saint Peter Street Construction Site: Owner/Agent: Designer/Contractor: 50 Saint Peter Street BLW Engineers Salem,MA 01970 311 Great Rd Littleton,MA 01460 978A86-4301 Additional Efficiency Package: Unspecified Section 2: General Information Building Location(for weather data):- Salem,Massachusetts Climate Zone: Sa Section 3: Mechanical Systems List uan it stem Type&DesprIpAgjl. 2 PEFY-P30(Single Zone):Split System Heat Pump Heating Mode:Capacity=34 kBtu/h, Proposed Efficiency=10.80 HSPF,Required Efficiency=7.70 HSPF Cooling Mode:Capacity=30 kBtu/h, Proposed Efficiency=16.50 SEER,Required Efficiency=13,00 SEER Fan System: None 8 PEFY-P36(Single Zone):Split System Heat Pump Heating Mode:Capacity=40 kBtu/h, Proposed Efficiency=9.30 HSPF,Required Efficiency=7.70 HSPF Cooling Mode:Capacity=36 kBtu/h, Proposed Efficiency= 14.30 SEER,Required Efficiency=13.00 SEER Fan System: None 15. PEFY-P48(Single Zone):Split System Heat Pump Heating Mode:Capacity=54 kBtu/h, Proposed Efficiency=8.70 HSPF,Required Efficiency=7.70 HSPF Cooling Mode:Capacity=48 kBtu/h, Proposed Efficiency= 14.50 SEER,Required Efficiency=13.00 SEER Fan System: None 2 CU935-2KW(Unknown): Heating: 1 each-Unit Heater,Electric,Capacity=7 kBtu/h . No minimum efficiency requirement applies Fan System: None 2 CU935-3KW(Unknown): Heating:1 each-Unit Heater,Electric,Capacity=10 kBtu/h No minimum efficiency requirement applies Fan System: None 2 ERF-1 (Single Zone): Heating: 1 each-Radlant Heater,Electric,Capacity=2 kBtu/h No minimum efficiency requirement applies Fan System: None 1 ERF-2(Single Zone): Project Title: Saint Peter Street Report date: 11/20/14 Data filename:N:\Jobs\2014 Projects\14181 Salem Jail-Phase 2\Calculations\Saint Peter Street.cck Page 1 of 2 Heating: 1 each-Radiant Heater,Electric,Capacity=2 kBtu/h No minimum efficiency requirement applies Fan System: None , 2 ERF-3(Single Zone): Healing: 1 each-Radiant Heater,Electric,Capacity=1 kBtu/h No minimum efficiency requirement applies Fan System: None Section 5: Compliance Statement Compliance Statement., The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Version 3.9.4 and to comply with the mandatory requirements in the Requirements Checklist. I Name-Title Si�- ure: Date Section 6: Post Construction Compliance Statement O HVAC record drawings of the actual installation and performance data for each equipment provided to the owner within 90 days after system acceptance. O HVAC O&M documents for all mechanical equipment and system provided to the owner within 90 days after system acceptance. ci Written HVAC balancing report provided to the owner. The above post construction requirements have been completed. Principal Mechanical Designer-Name Signature Dale Project Title: Saint Peter Street Report date: 11/20/14 Data filename:N:\Jobs\2014 Projects\14181 Salem Jail-Phase 2\CalculationslSaint Peter Street.cck Page 2 of 2 Initial Construction Control Document To be submitted with the building permit application by a d Registered Design Professional for work per the 8th edition of the y Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Salem Jail - Phase 2 Date: 11/21/14 Property Address: 50 Saint Peter Street, Salem, MA 01970 Project: Check one or both as applicable: ❑ New construction DXExisting Construction Project description: Renovations to building consisting of 13 residential units, approximately 18,000 square feet I John C. Pierga MA Registration Number: 48291 Expirationdate: 6/30/16 , ama registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [X] Electrical [ ] Other for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports(see item 3.)together with perti comments, in a form acceptable to the building official. tN s Upon completion of the work, I shall submit to the building official a `Final Construction Control Do .piERGA ELECTRICAL m Enter in the space to the right a"wet'or electronic signature and seal: , � ,,l;-c=`-" Phone number: (978) 486-4301 Email: info@blwengineers .com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Initial Construction Control Document To be submitted with the building permit application by a UT* Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Salem Jail - Phase 2 Date: 11/21/14 Property Address: 50 Saint Peter Street, Salem, MA 01970 Project: Check one or both as applicable: ❑New construction X Existing Construction Project description: Renovations to building consisting of 13 residential units, approximately 18,000 square feet. I John C. Pierga MA Registration Number: 48291 Expirationdate: 6/30/16 , ama registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [X] Other Fire Alarm for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a`Final Construction Control Docu r JOHN C. yGN Enter in the space to the right a"wet'or o PIERGA F ELECTRICAL m C electronic signature and seal: U No.48291 Cho2 FSS/ONAE E��\ Phone number: (978) 486-4301 Email: info@blwengineers .com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Initial Construction Control Document To be submitted with the building permit application by a a5 Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: SALEM JAIL- PHASE 2 Date: 11/26/2014 Property Address: 50 SAINT PETER STREET, SALEM , MA 01970 Project: Check one or both as applicable: ❑ New construction ❑ Existing Construction Project description: NEW CONSTRUCTION OF BUILDING CONSISTING OF 13 RESIDENTAL UNITS AT APPROXIMATELY 18,000 SQUARE FEET NCARB CERTIFICATE 74118 - 09/30/2015 MA IS BEING RENEWED 1 SARA.ANN LOGAN PATTERSON MA Registration Number: 50429 Expiration date: 08/30/2015 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [X] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, 1 shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: Phone number: 617.936.3482 Email: LOGAN@LABHAUS.COM Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Salem Jail - Phase 2 Date: 11/21/14 Property Address: 50 Saint Peter Street, Salem, MA 01970 Project: Check one or both as applicable: ❑ New construction XExisting Construction Project description: Renovations to building consisting of 13 residential units, approximately 18,000 square feet I Kenneth R. Beck MA Registration Number: 38446 Expirationdate: 6/30/16 , ama registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural [ ] Structural [x] Mechanical [ ] Fire Protection [ ] Electrical [x] Other Plumbing for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. PL � Pi1,�So Upon completion of the work, I shall submit to the building official a`Final Construction Control Do s NNE; I g BEAK m ` Enter in the space to the right a"wet'or MECNAt•:I4B No.38-}�i6 1 electronic signature and seal: A FSS/fiNF:_��•� Phone number: (978) 486-4301 Email: info@blwengineers .com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 12/5r2014 NCARB-NCARB Record 0 sloganp NCARB NCARB RECORD Sara—Ann Logan Patterson. Pecord Mmber:121438 CerHflcate Number.7411E Expiration Date:9/30/2015 OVERVIEW PROFILE EDUCATION IDP ARE REGISTRATIONS Welcome! 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REGISTRATIONS View the registration information you have on file or enter new registrations issued from a U.S.jurisdiction,a Canadian province,or another country. FACs • Contact Us • Privacy Statement • 2014NCARB ©National Council of Architectural Registration Boards • 1801 KStreet,NW • Suite 700K • Washington,DC 20006 P:202/879-0520 • F:2027783-0290 ht4)s://my.ncarb.orgMome/Records 1/1 The Commonwealth of Massachusetts Department oflndustrialAccidents Office of Investigations b I Congress Street, Suite 100 s Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): NEW BOSTON VENTURES LLC. Address:540 TREMONT STREET City/State/Zip: BOSTON MA 02116 Phone #:617.542.3500 Are you an employer? Check the appropriate box: Type of project (required): L❑ I am a employer with 4. ❑ I am a general contractor and 1 6. ■❑New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑■ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. +Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: — Policy# or Self-ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cent' r the pains and penalties ofperjury that the information provided above is true and correct. Si nature: Date:NOVEMBER 26, 2014 SARA.ANN LOGAN PATItRSON ORO NEW BOSTON VENTURES LLC Phone#: 617.542.1350 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License # Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: 11/12/2014 Details The Official Website of the Executive Office of Public Safety and Security(EOPSS) Mass.Gov Home State Agencies nsee Details Demographic Information Full Name: MARC C SAVATSKY Gender: Pwner Name: Ucense Address information Address: Address 2: City: Boston State: MA ipcode: 02128 o nt U 'fed-Off icense n orma ion License No: CS-104765 License Type: Construction Supervisor Profession: Building Licenses Date of Last Renewal: 6/19/2014 Issue Date: Expiration Date: 7/28/2016 License Status: Active Today's Date: 11/12/2014 Secondary License: Doing Business As: -Rtatus Chan e: Prerequisite Information No Prerequisite Information Discipline No Discipline Information ocumen um Close Window_ ©2011 Commonwealth of Massachusetts Site Policies Contact Us http://elicerise.chs.state.ma.usNerificabccVDetails.aspx?agency_id=1&license_id=293690& 1/1 i yd S> Oet r S� M512 2;S Cc>i 17/ CITY OF SALEM ROUTING SLIP New Construction (/ Certificate of Occupancy LOCATION ,r�jq §,k DATE 9 17 Zi0 .5 ASSESSORS l /iC. DATE /� a-� ) 93 Washington St. X CITY CLERK DATE /� -1 f -/Y 93 Washington t. PUBLIC SERVICES DATE 120 Washington St. / O(`xC�/ Mcp +G(tpor 3 ENO WATER DATE 120 Washington St. ksla PfNI� (rh �g bj 1 1 CROSS CONNECTION 0�DATE V v ( f 5k(s , 5 Jefferson Ave )0)a , ND 7Y15AM "f fcpv PLANNING DATE 120 Washingte` St. CONSERVATION DATE 120 Washington St. ELECTRICAL 48 Lafayette FIRE PREVENTION DATE 29 Fort Avenue HEALT --- -T-E-'/2 Z3) ---- 120 Washingt BUI G INSPECT0 12 Washington