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Home My WebLink About0400 KIDD'S HILL ROAD kit , STOCKADE FENCE PARCEL 14 AVIGATION EASEMENT (APPROXIMATE) AS SHOWN ON TUBE 172 FILED AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS PARCEL 31 PARCEL 12 A % S9 g E TING OUN ION PARCEL 10 co �y Q rn (STING i Q) ETAL BU ING PARCEL 8 °1 e�9' .I o° �y G°a�OJ 11� Q AVIG ON EAS ENT 1y} AN RIGHT 0 WAY i 6930 340 PB 3# 464 G 59 CATION / 4 Y PARCEL 6 LIGHT MAP 6 PCL 5 j ry�^� ZONING: INDUSTIAL O.H. PARKLAN PROPER S TRUS BUIBDINGSCOVERAGE:025% WIRES / �� AVIGATION / LIGHT NOTE: / MAP 295 p PROPOSED ADDITION MEETS THE ZONING SETBACK REQUIREMENTS, AND PCL 29 WILL MEET THE 25% MAX. BUILDING Ajlo'o ti 4 N/F IND. PARK �� COVERAGE REQUIREMENT WITH rr 69 THE PURCHASE OF AN 2.83+ ACRE lIIL� 85,00 OPEN SPACE LOT AND PARCEL 29. e?04 124.22 (AS SHOWN ON THE APPROVED SITE PLAN) SCALE: 1 INCH = 120 ft. OF TIFIFI) PL 0 T PLAN TDB # 97-190 LOCATION 400 KIDDJS HILL ROAD, (LP YAN IS) BARNS1 ABL'E, lY1.A SCALE : 1" = 120' DATE : 12-15-98 DEED REF. DB 4345 PG 306 ASSESSORS MAP 296 PARCEL 25 PREPARED FOR: PLAN PB 338 PG 45, PB 464 PG 59 SENCORP SYSTEMS INC. I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. off 508-362-4541 fax 508 362-9880 OF MqJ down cape engineering, inc. ,per �o� / H.E y�J CIVIL ENGINEERS LAND SURVEYORS --- -- o- 9�,,�, `� s3s main st. yarmouth, ma DATE VEYOR f, �'` 3Ip`�Imo.~ Ll Town of Barnstable Building Post This Card So That�t is:U�sible'From the Street Approved Plans Must be Retained on Job and this Cai^d Must be Kept § Nq fdABfS. Posted�Until-Final 1'rspection Has Been Made �, BAPOWA =bra '.. $ : t ,, Permit �t,r : Wfiere a Cert�ficate;of OccupancysVRequ^ired,such BuI,dmghallNo�t be Occupied until a Final Inspection has been made �- Permit No. B-17-3456 Applicant Name: Corey Clausen Approvals Date Issued: 10/25/2017 Current Use: Structure Permit Type: Building-Solar Panel-Commercial Expiration Date: 04/25/2018 Foundation: ^a Location: 400 KIDD'S HILL ROAD, BARNSTABLE Map/Lot 296-025 Zoning District: IND Sheathing: Owner on Record: ONE CENTER PLACE LP �3 S Contractor.Name: COREY W CLAUSEN Framing: 1 Address: 297 NORTH STREET Cor ractor License CS=094116 2 HYANNIS, MA 02601 Est Project Cost: $863,249.00 Chimney: Description: Installation of roof mounted 997965 KW solar system 2979'panels. Permit Fee: $7,955.57 Fees paid with B-17-3442 Insulation: Fee Paid:` $0.00 Project Review Req: Dater 10/25/2017 Final: rv� +/s 1 F � / � Plumbing/Gas Rough Plumbing: - - � ..Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced withinsik Months afte;issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents,for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access s#reet o[,road and shall be maintained open for public irispettion for the entire duration of the Final Gas: work until the completion of the same. ' Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the B`uildingand Fire Officials are provided on thi"s'permit. Minimum of five Call Inspections Required for All Construction Work:F; .� Service: 1.Foundation or Footing s Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). c Building plans are to be available on site Fire Department io ** . Final: ✓S, All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT I Tow* n of Barnstable ;RECEIPT i S . MAC. 200 Main.Street, Hyannis MA 02601 508-862-4038 Application for Building Permit 'n I Vl Application No: TB-17-3456 Date Recieved: 10/5/2017 Job Location: 400 KIDD'S HILL ROAD, BARNSTABLE Permit For: Building-Solar Panel-Commercial Contractor's Name: COREY W CLAUSEN State Lic. No: CS-094116 Address: , Somerset, MA 02726 Applicant Phone: (774) 501-3640 (Home)Owner's Name: ONE CENTER PLACE LP Phone: (508)775-9316 (Home)Owner's Address: 297 NORTH STREET, HYANNIS,MA 02601 Work Description: Installation of roof mounted 997965 KW solar system 2979 panels. Fees paid with B-17-3442 Total Value Of Work To Be Performed: $863,249.00 Structure Size: 0.00 0.00 155000.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the,property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Corey Clausen 10/5/2017 (774)501-3640 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $863,249.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $7,955.57 Total Permit Fee Paid: $0.00 i71 �f ts9 a%$P +r m r ,aa�A` ' 4 Y THISIS�N�� APERMI4T xx � JAMES Ado CLANCY PR®FESSaONAL ENGINEER 601 ASBURY AVENUE NATIONAL PARK, NJ 08063 (856) 358-1125 FAX: (856) 358-15111 Construction Code Office Date: January 10,2018 Re: Structural Roof Certification letters Subj: 400 Kids Hill Road,41-yauais,MA 02601 I have previously submitted.roof certification letters for he above referenced project. I apologize for the revision and re-issuance of the original letter dated Nov. 15,2017 with a revised letter dated January 9. There was a typographical error which had the snow load inadvertently noted at 30-psf in lieu of the required 35-psf ground snow and a correction to the 120-mph wind load. Please rest assured that the 35-psf ground snow was utilized in the review and load calculations, and that the January dated letter supersedes the November dated letter. I apologize for any confusion this may have created. Should you have any further question or comment please feel free to contact our office. Respectfully, F JAMIES A. r CUiNCY No.46775 J mes A.Clancy Professional Engineer MA License N 46775 ` G �o1+lA►.�` r ,DAMES A . CLANCY PROFESSIONAL ENGINEER 601 ASI URY AVENUE NATIONAL PARK, NJ 08063 (856) 358-11125 FAN. (856) 358-1511 Construction Code Office Date: November 15,2017(Rev. 1/9/18) Re: Structural Roof Certification Subj: 400 Kids Hill Road,Hyannis, MA 02601 We have provided an inspection and review of the shop roof construction of the above named property in regards to verifying the capacity of the existing roof for installation of a new Solar Panel Array. We have found the structure to be of pre-engineered steel construction with red-iron frames and a metal purlin roof structure. The main roof is of 8" Z purlins @ nominal 60" o.c. and a lap seam roof with a subpurlin overframe and SSR roofing system mechanically attached to the subpurlins. The existing frame and roof structure as installed meet the required steel and purlin load/span ratings with sufficient capacity to carry the minor additional load of 4#/sf imposed by the proposed solar array per the details below. Installation of solar rack systems shall be as follows: Each panel row shall be supported upon 2 mounting rails. Rails may be screw anchored through roof and directly to purlins below or attached to the metal roofing panel with a mating roof clip(S-5, UniRac, or equal). Rail attachment points to roof/purlins shall be 48-60"o.c. along rail length. When installed per the above specifications the system shall exceed 120 MPH wind & 35 PSF snow loads as required by the IBC-2009. Should you have any further question or comment please feel free to contact our office. Respectfully, �H OF ire r" r� JAMES A. CLANCY � No.46775 to James A. Clancy Professional Engineer "b MA License#46775 � AL � 7 {, r -:uz SPRUHAN ENGINEERING 80 Jewett St Unit One Newton,MA p2458 phone:617-816-0722 email:espruhan@gmail.com October 31d, 2017 (REVISED October loth, 2017) City of Barnstable Building Department, 200 Main Street, Barnstable, MA 02601 Attn: Paul Roma, Building Commissioner RE: 400 Kidds Hill Rd, Barnstable Massachusetts Dear Mr. Roma: Please be advised that I, Edmond Spruhan, a Registered Professional Engineer, Commonwealth of Massachusetts, evaluated the structural capacity of the existing ZEE Purlins located at the roof of the building, located at 400 Kidds Hill Rd, Hyannis, Massachusetts, for the purpose of mounting solar panels on the roof. It is of my professional opinion, based on site inspection and a structural analysis of the existing purlins,taking into account, existing dead loads, live load, snow load, and the proposed dead load caused by the installation of the proposed solar panels which add an additional maximum dead load of 3.5 lbs. per square foot,that the structural framing will not support the proposed modules in its existing condition. However,with the installation of sag rods of 1/2"diameter(See detail)to tie the existing purlins to provide lateral support,all applicable code requirements will be met.A continuous line of sag rods shall be installed 4'-0" apart from the support (beam) on both sides, plus one line of sag rods at the center of the span. For edge bays, in addition to the sag rods installed 4'-0"from the supports 3 more lines of sag rods shall be installed equally spaced. Based on the calculations, I hereby certify that the structure located at, 400 Kidds Hill Rd, Hyannis Massachusetts,will meet and exceed the design conditions of the International Building Code (2009),ASCE 7-10, Load & Resistance Factor Design (LRDF)after the installation of the sag rods proposed. C As stated in"SnapRack Standard Base Seam Clamp With L Foot"specification sheet. Each of the proposed connections has a capacity of 375 lb for wind resistance(uplift). The solar installation contractor proposes to install a minimum of four clamps per solar panel.Therefore, the proposed installation complies with the International Building Code (IBC) and will adequate resist wind load for a speed of 120 MPH (Exposure B) t ti rl' Respectfully submitted, �ofs�, EDMOND I Il p SP H N� �c�m cv ruxrYu��l Cvr� IL Edmond Spruhan, PE 4R 331 0 S,oNAL E '\ HALLMARK. ELECTRICAL SYSTEMS, INC 19 WEBSTER ST., TAUNTON, MA 02780 . TES. (774) 501-3640 . FAX (774) 501-3641 SENCORP WHITE SOLAR 400 KIDDS HILL ROAD HYANNIS,MA. 02601 CONTRACTOR HALLMARK ELECTRICAL SYSTEMS 19 WEBSTER STREET TAUNTON MA,02780 SOLAR DEVELOPER RACEPOINT ENERGY,LLC, 221C WEAVER STREET FALL RIVER,MA 02720 I SPRUHAN ENGINEERING 80 Jewett Street(Unit 1) espruhan@gmaii.com Newton, MA 02458 617-816-0722 October 3rd, 2017 City of Barnstable Building Department, 200 Main Street, Barnstable, MA 02601 Attn: Paul Roma, Building Commissioner RE: 400 Kidds Hill Rd, Barnstable Massachusetts Dear Mr. Roma: Please be advised that I, Edmond Spruhan, a Registered Professional Engineer, Commonwealth of Massachusetts, evaluated the structural capacity of the existing ZEE Purlins located at the roof of the building, located at 400 Kidds Hill Rd, Hyannis, Massachusetts,for the purpose of mounting solar panels on the roof. It is of my professional opinion, based on site inspection and a structural analysis of the existing purlins,taking into account, existing dead loads, live load, snow load, and the proposed dead load caused by the installation of the proposed solar panels which add an additional maximum dead load of 3.5 lbs. per square foot,that the structural framing will not support the proposed modules in its existing condition. However, with the installation of sag rods of 1/2" diameter (See detail) to tie the existing purlins to provide lateral support, all applicable code requirements will be met. A continuous line of sag rods shall be installed 4'-0" apart from the support (beam) on both sides, plus one line of sag rods at the center of the span. For edge bays, in addition to the sag rods installed 4'-0"from the supports 3 more lines of sag rods shall be installed equally spaced. Based on the calculations, I hereby certify that the structure located at, 400 Kidds Hill Rd, Hyannis Massachusetts, will meet and exceed the design conditions of the International Building Code (2009), ASCE 7-10, Load & Resistance Factor Design (LRDF) after the installation of the sag rods proposed. OF Respectfully submitted, EDMOND ��► I Q pp SP H 5- L Edmond Spruhan, PE D=2J2" .o Q 331 e� S�ONAL E� , 11L�,12�Il�VVL�1 SOLECTRIA SOLAR SOCTL n i� �...' �•-�,-ter."•" " '�` � t: ei 3-PH TRANSFORMERLESS STRING INVERTERS =mQ�a�m[t�r�m adow rd" Yaskawa-Solectria Solar's PVI 50TLand PVl60TLare grid-tied,transformerless 0 D •• INaMM 1� three-phase inverters designed for ground mount, rooftop and carport arrays c)(HROWKaHM and can be installed from 0-90 degrees.The PVI 50/60TL inverters are NEC 0 X 2014 compliant and are the most reliable, efficient and cost effective in m - st• their class.They come standard with AC and DC disconnects,three MPPTs,a 0 1 15-position string combiner, remote diagnostics, remote firmware upgrades 0j bow and various protection features. Options include H4 wiring box,shade cover, 0 0,•�� . . . DC combiner fuse bypass,and web-based monitoring. a Gloom o ni 0 God"OM --- o R AS KAWA o mg? a[�3miU ® P 0 I I I Y SOLECTRIA.COM i .� � V Absolute Maximum Open Circuit Voltage 1000 VDC Operating Voltage Range 200-95O VDC v Max Power Input Voltage Range(MPPT) 480.850 VDC 540.850 VDC MPP Trackers 3 0 Maximum Operating Input Current 36 A per MPPT(108 A) 38 A per MPPT(114 A) Maximum Available PV Current(Isc x 1.25) 60 A per MPPT(180 A) Maximum PV Power 75 kW(25 kW per MPPT) 90 kW(30 kW per MPPT) Start Voltage 330 V m t Nominal Output Voltage 480 VAC,3e+/PE/N s AC Voltage Range(Standard) -12%/+10% d Continuous Output Power 50 kW 60 kW Maximum Output Current 61 A 73 A Maximum Backfeed Current 0 A E _ •J� Nominal Output Frequency 60 Hz - - a Output Frequency Range 57.63 Hz Power Factor Unity,>0.99(adjustable 0.8 leading/0.8 lagging) Fault Current Contribution(1 Cycle RMS) 55 A Total Harmonic Distortion(THD)@ Rated Load <3% 3 Peak Efficiency 99.0% CEC Efficiency 98.5% 6 Tare Loss <2 W Ambient Temperature Range -22°F to+140°F(-30°C to+60°C)Derating occurs over+122°F(+50°C) a Storage Temperature Range -40°F to+158°F(-40°C to+70°C) Relative Humidity(non-condensing) 0-95% Audible Noise <55 dBA @ 1 m at room temperature Operating Altitude 13,123 ft(4,000 m)Derating from 9,842.5 ft(3,000 m) Safety Listings&Certifications UL 1741:2010,UL 1699B,CSA-C22.2#107.1-01,IEEE1547;FCC PART15 Testing Agency CSA 15 Fused Positions(5 positions per MPPT) 15 A standard(20,25,30 A accepted*) AC/DC Disconnect Standard,fully-integrated Enclosure Rating Type 4X Enclosure Finish Polyester powder coated aluminum Mounting Method J 0-90°from horizontal(vertical,angled,flat) Dimensions(H x W x D) M — 39.4 x 23.6 x 10.24 in.(1,000 x 600 x 260 mm) Weight _ r Inverter:123.5 lbs(56 kg);Wiring Box:33 lbs(15 kg) Data Logger Hardware Standard,Internal SolrenView Monitoring Service _ Optional Revenue Grade Meter/Monitoring Optional,External Communication Interface RS-485 Modbus RTU Remote Firmware Upgrades Standard Remote Diagnostics Standard Arc-Fault Detection Standard Smart Grid Features L/HVRT,L/HFRT,Soft Start,Volt-Var,Frequency-Watt and Volt-Watt Standard 10 year Optional 15,20 year;extended service agreement *Yaskawa-Solectria Solar does not supply the optional fuses SOLECTRIASOLAR www.solectria.com inverters@solectria.com 978.683.9700 I ' �G=til�ti t1Lr-J V V I►=�l SOLECTRIA SOLAR bix 0 Isom i n a 3-PH TRANSFORMERLESS STRING INVERTERS ownb4motwa Yaskawa Solectria Solar's PVI 23TL, PVI 28TL, and PVI 36TL are compact, a transformerless three-phase inverters with a dual MPP tracker.These inverters come standard with AC and DC disconnects, user-interactive LCD, and an integrated fused string combiner. Its small, lightweight design makes for quick and easy installation and maintenance. These inverters include an fl�� enhanced DSP control, comprehensive protection functions, and advanced o thermal design enabling highest reliability and uptime.They also come with o a standard 10 year warranty with options for 15 and 20 years.Options include Mos web-based monitoring,shade cover,DC/AC disconnect covers,DC combiners bypass,and roof mount array bracket. o C yASKAWA \:IWLl4►��+►�w'wy� SaECTRIA50LAR o Mg s[ 3 rk 41 1 1 a �= m SOLECTRIA.COM S� 0 o ac Absolute Maximum Open Circuit Voltage 1000 VDC o Operating Voltage Range 240.950 VDC 0 Max Power Input Voltage Range(MPPT) 480-800 VDC 500-800 VDC 540-800 VDC L MPP Trackers 2 with 4-fused inputs per tracker 2 with 5-fused inputs per tracker Maximum Operating Input Current 25 A per MPPT(50 A) 29 A per MPPT(58 A) 35 A per MPPT(70 A) Maximum Available PV Current(Isc x 1.25) 41 A per MPPT(82 A) 48 A per MPPT(96 A) 62.5 A per MPPT(125 A) o Maximum PV Power(per MPPT) 15.5 kW 19 kW 27 kW z Strike Voltage 330 V a m t Nominal Output Voltage 480 VAC,3-Ph 3 AC Voltage Range(Standard) -12%/+10% • a Continuous Output Power 23 kW 28 kW 36 kW Maximum Output Current 27.7 A 33.7 A 43.5 A •2 Maximum Backfeed Current OA E o Nominal Output Frequency 60 Hz = a Output Frequency Range 59.3-60.5 Hz(adjustable 55-65 Hz) 57.63 Hz -; Power Factor Unity,>0.99(x0.8 adjustable) N Fault Current Contribution(1 Cycle RMS) 69.6 A 73.2 A Total Harmonic Distortion(THD)@ Rated Load <3% N Grid Connection Type 3o+/N/GND(4-wire) A Peak Efficiency 98.6% 98.5% 6 CEC Efficiency 98.0% m Tare Loss 2 W a 0 V 10 fused positions Fused Positions 8 fused positions(4 positions per MPPT)15 A(fuse by-pass available) (5 positions per MPPT) 15 or 30 A (30A only for combined inputs) Ambient Temperature Range -22*F to+140°F(-30*C to+60*C)Derating occurs over+45*C Storage Temperature Range No low temp minimum to+158*F (+70*C) Relative Humidity(non-condensing) 0-95% Operating Altitude 13,123 ft/4,000 in(deratingfrom 6,562 ft/2,000 m) � 1 1 SolrenView Web-based Monitoring Optional,External Revenue Grade Monitoring Optional,External External Communication Interface _ RS-485 Modbus RTU Safety Listings&Certifications UL 1741/IEEE 1547,CSA C22.2#107.1,FCC part 15 B Testing Agency CSA Standard 10 year Optional 15,20 year;extended service agreement dBA(Decibel)Rating <50 dBA @ 3 in AC/DC Disconnect Standard,fully-integrated Dimensions(H x W x D) 39.4 in.x 23.6 in.x 9.1 in.(1001 mm x 600 mm x 232 mm) Weight _ _ T - 104 Ibs(47.2 kg) 121 lbs(55kg) Enclosure Rating �. Type 4 Type 4X Enclosure Finish Polyester powdercoated aluminum Mounting/Installation Angle* 15°to 90'from horizontal *Shade cover accessory required for installation angles of 75 degrees or less SOLECTRIASOLAR www.solectria.com I inverters@solectria.com 978.683.9700 fF r r ,,r r Z n � Those who dream of a better future can help lead to a more meaningful and enriched world. As a leading solar module manufacturer in Korea,we never stop to achieve competitiveness through differentiation,implement the maximum value,and commit to sustainable development with customers. Key Features Product Certificates 25 Linear Performance Warranty IEC 61215/IEC 61730:TUV/CE L 10 Years product warranty IEC 61701 Salt Mist Corrosion Level 6 years 25 Years linear performance warranty UL 1703 Fire Rating Type 1 Certified Durability ® �o ''� OS C E C� 5400 Pa snow load 5,4t�Pa 2400 Pa wind load _ -- 1500V NOME 1500V Designed for UL 1500 and TUV 1500 ONE Saving BoS costs +e P'p PID Free Anti-PID Cell + FREE Anti-PID encapsulation technology r Optional Features Floating PV Installation Module backside blocks moisture M^ permeability Power Optimization Increase the energy output of each individual panel in a system to enhance 0&M,shade and age tolerance n Black Frame Slack Sleek and aesthetic appearance U � 11 MOr-hd M* www.solar.hansoltechnics.com (320^360W,att) rr, Nominal_ Max Power Pmax(Wp)T_-320 - 325 330 335 340 34 350 355 360 -r - 5__ _ 0 - Voltage at Pmax Vmp(v) 36.4 I 36.8 37.2 1 37.6 38.0 38.4 38.8 39 2 39.6 Current at Pmax Imp(A) 8.80 8.84 8.88 8.92 8.95 8.99 9.03 9.06 910 ---Y-- '_'_�._ -----I- .-.__. .I-- _y--•----..1._- .T.-.._ - .-r-_ Open Circuit Voltage Voc(v) 45 0_ _45.4 45.8 y_1 46.2 _ 46.6` 1 47.0 474 47.8^ 48.2 Short Circuit Current Isc(A) 9.38 9.42 9.46 9.50 9.54 9.58 9.62 9.65 9.69 -Module Efficiency r % i 16.05% L 16.30% 16 55% 1 16.80% i 17.05% 17.30% 17 55% 17.80%, 18.05% Operating Temperature -40°C-+85°C Max.System Voltage I 1500 Vdc TUV,1500 Vdc UL Max.Service Fuse Rating 20A Max.Reverse Current 20A Power tolerance 0-+4.99W 1 Nominal Max Power Pmax(Wp) 233.4 237 240.7 244.3 247.8 251.4 255.1 258.6 262.4 1- _ �_ Voltage at Pmax L Vmp(v) 33.2 33.5 33.9 _ 34.2 34.5 T 34.9 i 35.2 35.6 35.9 Current at Pmax Imp(A) 7.04 7.07 7.11 7.14 7.17 7.21 7.24 7.27 7.31 Open Circuit Voltage Voc(v) ! 41.2 416 r 41.9 j 42.3 42.6 r 43.0 43.3 43.7 44.0 Short Circuit Current Isc(A) 7.57 7.60 7.63 7.66 7.70 7.73 7.76 7.78 7.82 Cell Type i Mono-crysta Ili ne,6 inch Product 10 yea rs Cell Arrangement 72(6 x 12) 10years performance warranty(>90%) _ _- _ _..v _._ __ Performance Dimensions f 1994x1000x40mm 25 years linear power warranty(>80%) Weight 22.5kg(49.6 Ibs) Frame _T - Anodized aluminum _ - Front glass 3.2mm Tempered glass Specifications Data -__- - --. _.--.._ -.__.r._ -- - ._.._..- _ __. i 1-BOX IP68 3 diodes Temperature coefficient(Pmax) _ '0.44 Output cable (+)1200mm,(-)1200mm,12 AWG T _ Temperature coefficient(Voc) t -0.31 Connectors - - MC4compatible Temperature coefficient(Isc) 0.04 Module Fire Performance T 1 _ __ _ +--- �. _ _ Type Normal Operating Cell Temperature 46.0 t 2°C -Stand.Packaging 26 pcs(vertical) -�� Pal lets p er Containe r 22 Module Pieces per Container T 572 �- T r_1000__� 40 __._950 _ 9 -350 r - - 900W - _ i!I r 250 of I tl 5 8001 .a.. 200 x 1 4 I. 40OW __ .. - -. 150 4. 1 2 � 'I ' b 0 --- o 0 'r 5' 10- 15 20 25 30 35 40 45 FRONT SIDE HEAR VOOIVI - 1994X1000X40mm o 140,Gwahaksaneop 1-ro,Oksan-myeon,Heungdeok-gu, a © ❑ ' ('� ®� Cheongju-si,Chunhcheongbuk-do,Korea LhJ (J lJ c Tel:+g2-43-219-3462, Fax:+82-43-219-3410 a www.sotar.hansoltechnics.com E-mail:solar@hansol.com The information included in this Module Datasheet is subject to change without notice and is provided for information purposes only. DESCRIPTION: DRAWN BY: SNAPNR'ACK, STANDARD RAIL D. Ryan JnL� lJ U CC�C�LR1 REVISION: Solar Mounting Solutions PART NUMBER(S): 595 MARKET STREET,29TH FLOOR•SAN FRANCISCO,CA 94105 USA 232-01067, 232-01068, 232-01069, 232-01070, PHONE(415)5008900•FAX(415)SOM902 232-02112 232-02113 THEINFORWTMi TIOSWMNINGISCONROENRALMDPROMETART.M REPRODUCTION.DISCLOSURE.OR USE THEREOF IS PROM&IEOMMUf THE WRITTEN CONSENT OF SUNIAM SOUTH UG f 1.50 L~-1.08�J 22 1.0 T '22 .15 1.50 07 TYP STANDARD RAIL PROPERTIES 2.50 SKU RAIL LENGTH (X) FINISH 232-01067 122" BLACK 232-01068 i 122" CLEAR i 1.06 232-01069 162" BLACK 1.44 1.08 232-01070 162" CLEAR .22-� 232-02112 122" MILL 232-02113 162" MILL .115 11 .22 ALL DIMENSIONS IN INCHES MATERIALS: 6000 SERIES ALUMINUM OPTIONS: DESIGN LOAD (LBS): N/A CLEAR/ BLACK ANODIZED ULTIMATE LOAD (LBS): N/A MILL FINISH TORQUE SPECIFICATION: N/A LB-FT 122" / 162" LENGTHS CERTIFICATION: UL 2703, FILE E359313 BOXES OF 2 / 6 WEIGHT (LBS): 7.65 - 10.16 BUNDLES OF 112 DESCRIPTION: DRAWN BY: SNAPNRACK, STANDARD RAIL SPLICE M.Watkins 5flarpWack- REVISION: Solar Mounting Solutions PART NUMBER(S): A 595 MARKET STREET,29TH FLOOR.SAN FRANCISCO,CA M105 USA PHONE(415)58DE900 FAX(415)580�902 242-04014, 242-04015 THE RODUC ION. IN THIS DRAW OR IS THEREOFI P OH SITE W HDU ANT REPRODUCTION.DffTTF CONSENT USE THEREOF ISPR0/78REDN9TWUT 1HE NFRTEN CONSENT OF SUNRUN SOUTH U.G & A too / Oyvrj / / 1 J 3 .¢ 2 PARTS LIST ITEM QTY DESCRIPTION 1 1 SNAPNRACK, STANDARD RAIL SPLICE BASE, CLEAR/ BLACK 2 3 BOLT, HEX CAP, 5/16IN-18 X 1IN, SS 3 3 5/16IN SS SPLIT LOCK WASHER 4 1 1 ISNAPNRACK, BONDING STANDARD RAIL SPLICE INSERT, MILL MATERIALS: 6000 SERIES ALUMINUM, STAINLESS STEEL OPTIONS: DESIGN LOAD (LBS): N/A CLEAR/ BLACK ANODIZED ULTIMATE LOAD (LBS): N/A TORQUE SPECIFICATION: 10+ LB-FT CERTIFICATION: UL 2703, FILE E359313 WEIGHT (LBS): 0.69 DESCRIPTION: DRAWN BY: SNAPNRACK STANDARD RAIL SPLICE M.Watkins C�� p REVISION: Solar Mounting Solutions PART NUMBER(S): A595 MARKET STREET,29TH FLOOR•SAN FRANCISCO,CA 94105 USA 242-04014, 242-04015 PHONE(415)5906900•FAx(415)5SG6902 THE INFORMATION IN THIS DRAWING IS CONFIDENIIAL AM AN REPRODGAON,DISCLOSURE.URE.OUSE THEREOF 19 PROHIBITED WnHOM THE VNBTIEN CONSENTOF SUNRUN 60UTX LLG 6.00 A 2.35 2.35 .65 I In �� Ln C��g �1� &fv ` A 1.73 1.43---� 92 7 1.57 .83 F ' VIEW A-A SCALE 1 : 1 ALL DIMENSIONS IN INCHES DESCRIPTION: DRAWN BY: SNAPNRACK, UNIVERSAL END CLAMP D.Ryan 5floplgrack REVISION: Solar Mounting Solutions PART NUMBER(S): A 595 MARKET STREET,2-FLOOR•SAN FRANCISCO,CA 94105 USA PHONE(415)580-6900•FAX(415)SOM902 242-02215 THE ROOUC INFORMATION IN THIS DRANIND M.OONTHEREOF IS ANDPROM ITEDMMOU ANY REPRODUCTION,DISCLOSURE,SE USE SUNEOF S PRO NBITEDVRi1fOlR THS WRRTEN CONSENT OF SUNRUN SOUTH LLG 1 3 0 PARTS LIST ITEM QTY DESCRIPTION 1 1 SNAPNRACK END CLAMP UNIVERSAL WAVE 2 1 SNAPNRACK, UNIVERSAL END CLAMP WEDGE 3 1 5/16IN X 3/4IN SS FLAT WASHER 4 1 BOLT, HEX CAP, 5/16IN-18 X 1-1/2IN, SS 5 1 SNAPNRACK UEC PULL STRAP MATERIALS: 6000 SERIES ALUMINUM, STAINLESS STEEL OPTIONS: DESIGN LOAD (LBS): 800 ULTIMATE LOAD (LBS): 2400 TORQUE SPECIFICATION: 10+ LB-FT CERTIFICATION: UL 2703, FILE E359313 WEIGHT (LBS): 0.24 DESCRIPTION: DRAWN BY: SNAPNRACKI UNIVERSAL END CLAMP D.Ryan sn(apH, Fuck REVISION: Solar Mounting Solutions PART NUMBER(S): A 595 MARKET STREET,29TH FLOOR•SAN FRANCISCO,CA"105 USA PHONE 1415)SSDE900•FAX(415)5SM902 242-02215 THE INFORMATION IN T14S DRAWING IS COWDENIIAL AND PROPMETARY.ANY REPRODUCTION.DISCLOSURE,OR USE THEREW IS PROHIBITED WIIHOTIT THE W RITIEN CONSENT OF SUNRUN SOUTH LLG -•- 1.50---► i .60 1.56 l K0- 540 96 .85 , .29 —.90--� 1.73 .52 1.00 i 1.07 4° 95 .98---� ALL DIMENSIONS IN INCHES DESCRIPTION: DRAWN BY: ( , SNAPNRACK, STANDARD BASE SEAM CLAMP WITH p.Ryan L FOOT Solar Mounting Solutions REVISION: OU g So ut ons PART NUMBER(S): B 595 MARKET STREET,29TH FLOOR-SAN FRANCISCO,CA 0005 USA PHONE(415)58MB00-FAX(415)5OM902 242-05150 THE B,FC NATION IN THIS DRATMNG I9 WNRDENfUL AM PROPRIETARY.ANY REPRODU nM.OIS SURE.ORUSE THEREOF IS PROt!®TEOWTMq 1NE VIWTTEN CONSENT OF SUNRUN SOLRN U.C. 25 �ss3� kra —1.50—►{ 1.80 .30 F� 1.00 3.13 4.50 .25 I .497 1J5 5� 1.8 ALL DIMENSIONS IN INCHES DESCRIPTION: DRAWN BY:SNAPNRACK, STANDARD BASE SEAM CLAMP WITH D.Ryan sna, pinN nack L FOOT REVISION: Solar Mounting Solutions PART NUMBER(S): Q 595 MARKET STREET,29TH FLOOR•SAN FRANCISCO,CA 94105 USA 242-05150 v PHONE(415)SBM900•FAX(415)580-6902 THEINFORMATIO INTIS DRAWING ISCONPIDENT&AND iARY. N REPRODUCTION,DISCLOSURE,OR USE THEREOF1S R8ITE0MXnTHE NRRTEN CONSENT OF SUNRUl1 SOUTH LL4 c 4 7 5 1 4 PARTS LIST 3 ITEM QTY DESCRIPTION 1 1 SNAPNRACK, SEAM CLAMP STANDARD BASE, CLEAR 2 1 SNAPNRACK, SEAM CLAMP CAM, CLEAR 2 3 1 SNAPNRACK, SEAM CLAMP INSERT, CLEAR 4 1 5/16IN-18 X 1-1/2IN SS HCS BOLT BLACK 5 1 WASHER, LOCK, 5/16IN, SPLIT, BLACK, SS 6 1 BOLT, FLANGED HEX, 5/16IN-18 X 1-1/4IN, SS 7 1 SNAPNRACK CHANNEL NUT 5/16IN-18 8 1 SNAPNRACK, AP90 L FOOT PRC, CLEAR MATERIALS: 6000 SERIES ALUMINUM, STAINLESS STEEL OPTIONS: DESIGN LOAD (LBS): 375 UP, 300 DOWN, 125 SIDE ULTIMATE LOAD (LBS): 686 UP, 353 DOWN, 637 SIDE TORQUE SPECIFICATION: 16.7 LB-FT CERTIFICATION: UL 2703, FILE E359313 WEIGHT (LBS): 0.56 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION . Map oZ '�asParcel Application Health Division t Date Issued` 74 Conservation Division „ Application F Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address y'Od y-i%t s oft L- . `1 NN IJ is Village kA`-i A-ti wi s, Owner C7 W'F— C-I��`CC PAL L►> Address a q h)Off/? 5'J H V AAJAZ Telephone Permit Request I k) S 174 L_ CP P LA R-,�/13 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation '��Q 07V Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing. new- Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing- ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use COIm Proposed Use C 0 M e-2-C., r P "C- APPLICANT INFORMATION -- - (BUILDER OR HOMEOWNER) Name �' �`� CZ -uL' -�cD-�S Telephone Number SUCi` Z�`/1 Address /0 3 /,A/q'//v SS j License # C S l o S 15'3- 6 5 � Z ✓UL.c c� rf is Q Home Improvement Contractor# t 0 3`7/� Email C7 '1 Ce 9 C a2. 4P G LLj c_cNv, Worker's Compensation # �C 6 �6 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE S 4�,1/ r_IA 12Q DATE J4111 w FOR OFFICIAL USE ONLY >� APPLICATION # r � DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: .y FOUNDATION FRAME INSULATION FIREPLACE - j ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ` DATE CLOSED OUT ASSOCIATION PLAN NO. t i 1 Property Owner Must Complete & Sign This Form i If Using a Roofer/ Builder. as Owner ! Agent fP U of the subject property hereby authorizes Paul J. Cazeault & Sons Roofing Inc. to act on my behalf, in all matters relative to work authorized by this building • s permit application for: Address of Job Signature of Owner Mailing Address of Owner c/-, 91 7 l 0??) Alod Sbw --sA Telephone # 5' 3167 Date 1 i Please return this form to Paul J.Cazeault Roofing along with your signed contract. It is needed for us to obtain the building permit required by your town to complete your roofing project fax#508-420-4555 office@cazeault.com TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Ud�S� _ Application # f� �2o Health Division Date Issued 1 l Conservation'Division_ Application Fee Planning Dept. Permit Fee ®. Date Definitive Plan Approved by Planning Board _ Historic - OKH _ Preservation / Hyannis Project Street Address �� /a te /�L nac) no l s Village -- ---- -- c� +_�owl fTef- - - - , -53,04 Permit Request Z RY ®1/ER ��AnL Ind, SCA9/n oor/?L Square feet: 1 st floor: exi ryo roposed --2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation* /�2!o Construction Type MEML ! L2r�, Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation... Dwelling Type: Single Family ❑ 'Two Family ❑ Multi-Family (# units) �ory, -e-Rr IP�L_ RLaV-, Age of Existing Structure /9 7(o — Historic H I e: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ alkout Other - Basement Finished Area (sq.ft.) ,X✓ 9 Basement Unfinished Area(sq.ft) <1✓_ A Number of Baths: Full: existing A new -_ AIA Half: existing new Number of Bedrooms: - AI) _ existing new ; Total Room Count n t including : existing ( g baths): g "—'�° _new_ First Floor Room Count -- � Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑ Other s C Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑YesN0 f ;:> Ttached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ten,ew e ize— Ached garage: ❑ existing ❑ new size —Shed: ❑ existing ❑ new size _— Other: Zoning Boar of Appeals Authorization ❑ Appeal # _ Recorded ❑ Commercial Yes ❑ No If yes, site plan review # _ Current Use �'1¢l/)1� F1�7tJ2/nC� _ Proposed Use APPLICANT INFORMATION 'RC=0 G 0ns-mL9c;-ri t9,u (BUILDER OR HOMEOWNER) 50Sd W3-- 103 Name'sEb� 4,*:zf� R_1 fl L2 Telephone Number )-7-00-09S77 M Address R 0, ?C>�e a License # C S ` 5 795q L R G Kam 0 05 . MA ®45© Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE /G 44-o" DATE I k FOR. OFFICIAL USE ONLY APPLICATION# ,DATE ISSUED _ t MAP/PARCEL N0. ADDRESS VILLAGE - OWNER _ k. DATE OF INSPECTION: FOUNDATION FRAME INSULATION , f FIREPLACE i- ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL . •-GAS: ROUGH,•a FINAL FINAL BUILDING 5 t F . DATE CLOSED OUT .F ASSOCIATION PLAN NO. 0 Town of Barnstable uxxsr�sr� « Regulatory Services �E MAEL Thomas F.Geiler,Director Building Division Tom PerM Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstab I e.ma.us Office: 508-862-403 8 Fax: 509-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder as Owner of the subject .property berebyauthorize� '/!> �Q to act on my behalf, i, in all matters relative to work authorized by this building permit application for: (Address of Job) Ski ,a /Q �d f/ Date Print Dame . 1 If Property Owner is applying for permit please complete the Homeowners License Exemption Fon7n on 'the reverse side. Q:F0RM5:0 WXERPER.MISSION Town of Barnstable y� o Regul•atoty Services uxxsusr Thomas F. Geiler,Director Building Division Tom Perry,Buildfng Commissioner 200 Maid-Street,_Ayannis,MA 02601 TW1V.town-barnstable.ma us Office: 508-862-403 8 Fax: 508-790-6230 HMMOWNERLICFAISE EXEMPTION Pleare Print DATE: JOB LOCATION: number street village .. 1HOMEOWNER7% name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code Thr current exemption for"horncD%MM-s"was ex ten ad to lude owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire o es not possess a license, provided that the owner acts as supervisor. DEFT 1.1 iON O HOMEOWNTER Persons)who owns a parcel of land on which he/she res' or intends to reside, an which th-cre is, or is intended to- be, a one or two-family dwelling, attached or detached ' c s accessory to such use and/or farm strictures. A person who constrgcts more than nne home in a two-y period lull not be considered a homeowner, Such "homeowner"shall submit to the Building Ofcial o a form ace table to the Building Official, that he/she shall be res onsIla for all such work performed under the b din ermit. action 109.1.1) The undersigned`homeowner"assumes responsi ty for compliance 'th the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that, she understands the Town o arnstable Building Departfinent'- minimum inspection procedures and require ants and that he/she will comply th said procedures avd requirements. Signature of Homeowner i I Approval of Building Official Note: Three-family wr-Diags containing 35,000 cubic feet or larger will be req ' ad to comply with the Statc Building Code Section 127.0 Construction Control. HOMOWNER'S EXEMPTION .The Code states that "Any homeowner perfomung work for which a building permit is required sha➢b exempt from the provisions of this section.(Seetian 1D9.1.1 -Lircnsiirg of construction Supervsors);provided.that if the homoovymer engages a p on(s)for hire to do such worms that such Homeowmr shall act as supervisor."- 4-any homcowncrs who use this exemption art unaware that they are assunung the responsibilities of a supcn+, or(see Appendix Q. Ru)cs&Regulations for Licensing Construction Supervisors,Section 2.1.) This lack of awarrness bfl=results in serious problems,particularly er when the homeown hires unlicensed persons. In,this case,our Board cannot proceed against the unlicensed person as it would with a liDrnsed Supervisor. The homeowna acting as Supervisor is ultimatc)y responsib)e. To ensure that the homeowner is fuPy awwc of his/her rnsponsmbilitia,many communities require,as part of the permit application, that the homeowner certify that hrJshe understands the responsrbili6rs of a Supervisor. On the last page of this issue is it form current)y used by several towns. You may care t amend and adopt such a forn/certification for use in your cor=unity. Q:forms:homccxcmpl Page 1 of 1 Holly Supply From: Rgnajarian@aol.com Sent: Tuesday, October 25, 2011 7:46 AM To: astein.holly@verizon.net Subject: re: Sencorp Update Attachments: stdl.pdf Hi Stuart, Please note: 1. I have mailed the building permit application to your office this morning.You need to complete the missing information and then deliver to the Bldg Department. Please confirm when you have the permit in hand. 2. I have attached a sample of the warranty to be provided by MBCI for the lay over roof for your records. Thanks Robert Najarian �y RGN Construction Management, LLC Grp 61 Main Street,end Floor ► P.O.BOX 222 Blackstone, Ma. 01504v ' \1 5o8-883-1038-Office 617-650-5857-Mobile 5o8-883-1039-Fax email: rgnaja.rian@aol.com i 10/25/2011 I` Metal Roof and Wall Systems STANDARD I 20-YEAR WEATHERTIGHTNESS WARRANTY MBCI,a division of NCI Group,Inc.(hereinafter referred to as"Manufacturer")and Roofing Contractor whose signature appears below("Roofing Contractor")severally warrant(See Note I below)to the original Building Owner("Owner")that,subject to the express terms,conditions and disclaimers set forth below,Roofing Contractor's workmanship on the roof system on the building identified below(the"Roof System")(See Note 2 below)will be adequate to prevent leaks for a period of twenty(20)years from the date of substantial completion of the installation of the Roof System. This warranty will be fully satisfied by the repair of the Roof System,and any such repairs shall carry a warranty against leaks only for the then remaining balance of the original twenty (20) year warranty period. MANUFACTURER'S AND ROOFING CONTRACTOR'S AGGREGATE TOTAL CUMULATIVE LIABILITY UNDER THIS 20-YEAR WEATHERTIGHTNESS LIMITED WARRANTY IS LIMITED TO: (i) MANUFACTURER NOT TO EXCEED $0.20 PER SQ. FT. [SQUARE FOOTAGE IS CALCULATED FROM MANUFACTURER INVOICES FOR THE ROOF PANELS(COVERED UNDER THE WARRANTY)USED ON THE PROJECT]AND(ii)TO THE ROOFING CONTRACTOR FOR THE ORIGINAL COST OF THE INSTALLATION OF THOSE MATERIALS. Note I: The Roofing Contractor shall cause the Manufacturer Roof System to perform in a manner which does not allow intrusion of water from the exterior of the Manufacturer Roof System into the building envelope,for a period of twenty-four(24)continuous months after the Date of Substantial Completion,extended by successive twenty-four(24)month periods from the date of any leaks reported or repaired within the relevant twenty-four(24)month period. In addition,the Roofing Contractor shall have the sole and exclusive responsibility to correct all erection and/or installation deficiencies in the Manufacturer Roof System for the entire duration of this 20-Year Weathertightness Limited Warranty. Note 2: Roof System is defined as the Manufacturer furnished roof panels,flashing and related items used to fasten the roof panels and flashing to the roof structure(including roof jack and curb attachments preapproved,in writing,by Manufacturer). IN NO EVENT SHALL EITHER MANUFACTURER OR ROOFING CONTRACTOR HAVE ANY LIABILITY FOR ANY COMMERCIAL LOSS,CLAIMS FOR LABOR,OR CONSEQUENTIAL DAMAGES OF ANY TYPE,WHETHER OWNER'S CLAIM BE BASED IN CONTRACT,TORT,WARRANTY,STRICT LIABILITY,OR OTHERWISE.IT IS EXPRESSLY AGREED THAT OWNER'S REMEDIES EXPRESSED OR IMPLIED IN THIS 20-YEAR WEATHERTIGHTNESS LIMITED WARRANTY ARE OWNER'S EXCLUSIVE REMEDIES. TERMS,CONDITIONS,LIMITATIONS 1. Owner shall provide Manufacturer and Roofing Contractor with written notice within thirty(30)days of the discovery of any leak(s)in the Roof System.Failure of the Owner to do so shall automatically relieve both Manufacturer and Roofing Contractor of any and all responsibility and/or liability under this 20-Year Weathertig hot es Limited Warranty. Upon receipt of a Warranty Claim,from either the Owner or Roofing Contractor,Manufacturer will send a representative to the location specified for an i ech n of the site. NCI Group,Inc. Warranty Dept.;14031 W.Hardy;Houston,TX 77060 2. If upon Manufacturer's inspection,Manufacturer determines that the leaks in the Roof System are not covered by this Warranty,the p requestin anufacturer's inspection shall be liable for all direct expenses incurred by Manufacturer to conduct the roof inspection. 3. If upon Manufacturer's inspection,Manufacturer determines that the leaks in the Roof System are caused by defects in the Manufac rer Roof stem' ateria or in the workmanship of the Roofing Contractor,Roof System repair obligations shall then arise in accordance herewith,but Owner's remedies and Manufactur 's liabili all in any a nt be limited to repair of the Roof System,subject to the cost limitations set forth above. Further limitations are provided in paragraphs 4,5 6 and 7 below. 4. Manufacturer shall have no liability or responsibility under or in connection with either this 20-Year Wea rtig ess Limited Warr ty or Ro ystem if e or more of the following shall occur. a. Failure by Roofing Contractor or any contractor or subcontractor to follow Manufacturer's recommcn d installaion instructions or proved s cifications o rawings for the layout,design and erection of the Roof System. It shall be the Roofing Contractor's so nd exc ive sponsibil to strictly follow anufacturer's re mended installation instructions or approved specifications or drawings for the layout,design and erection the Roof Systc b. If any panels or other parts are installed in a manner that does not permit drain a wateroeltosurfac c. If any panels or other parts are installed to allow water to cascade on any part o e roof syd. Ifroofjacks and curbs are not preapproved by Manufacturer. e. Ifany flashings,roof penetrations or accessory details are modifi ithout t writ n a,, Manuf turer. f. Failure to use long-life fasteners in all exposed applications. 5. The improper use of Manufacturer's seaming equipment se of s ming quipm t obt 'ned from party other than the ufacturer may result in this and all warranties being void and the engineering data for the roof system being in id. 6. Neither Manufacturer nor Roofing Contractor sh I have any I 'lity r res sibility rider r in Conn ction with either this 20-Year Weathertightness Limited Warranty or the Roof System,if any one or more of the following shall o ur. a. Deterioration caused by marine(s t water)atmos ere or rcgula ray o ei er salt fires wate b. Corrosion caused by heavy, out exposure to orrosiv emica ,ash r mes fir an critical plant,foundry,plating works,kiln,fertilizer manufacturing,paper plant, aviation fuel or the like o corrosion ca d by conta of the a Is and trim ith issim' r materials such as copper,lead or graphite or water runoff from these materials onto the panels and trim. c. Deterioration caused by an corros sub,tanc r any c densat fa harm substance contained,generated or released inside the building. d. Dama by worker(s other a anufact is or oofing ontra s workers,on the roof. e. N ral disasters ch as hu 'canes, arth akes,exit dins winds winds which detach from the facility any part of the building substrate to which the Manufacturer Roof System is attached,light ' g,hail,fir radiati r other acts of arc normally covered by hazard insurance. If,of r ins tion of the Roo _System by Roofi Contrac ,there are any alterations,such as,but not limited to,structures,fixtures,or utilities being placed upon or attached to the roof it for wn autho ization fro anu r. Failure to maintain the Ro Sys em as s forth in Manufacturer's"Roof Owner's Maintenance Manual". h. f Owner fails to comply wit ev term d/or condition stated in this 20-Year Weathertightness Limited Warranty. i. I e due o ventil tors ligh ansmitting panels,valley gutters,dormers,dead valleys,or penetrations of the roof associated with signs,vents,equipment,or other causes. j. If roof lea rc at a e-in to I)an xisting metal roof manufactured by another company or(2)a dissimilar roof such as a BUR or a rubber roof. k. Dcfic' cies o acility which the Manufacturer Roof System is attached,such as structure,wall or foundation movement. 7. Manufac rer shall not hav ny liability or responsibility under or in connection with either this 20-Year Weathertightness Limited Warranty or the Roof System in the event of a failure by any coot or or ontractor to use all roof curbs,roofjacks,sealants,mastics,subframing,roof panels,clips,and flashing provided by Manufacturer[or to substitute therefore only products approved in writing in advance by Manufacturer as equal(if provided by the contractor or subcontractor)]. 8. During the term of this Warranty,Manufacturer,its sales representatives and employees shall have free access to the roof during regular business hours. 9. Manufacturer shall not have any obligation under this 20-Year Weathertightness Limited Warranty until final drawings of the completed roof are submitted to Manufacturer by the Roofing Contractor and accepted in writing by Manufacturer.Such drawings must show the exact number,size and location of all roof penetrations and rooftop equipment. 10. This warranty shall not become effective and Manufacturer shall not have any obligation under any warranty until all invoices issued by Manufacturer,Manufacturer's customer,and the Roofing Contractor have been paid in full,in accordance with their terms,without offset,deduction or credit and all installation deficiencies listed in any Manufacturer inspection report have been corrected and all Manufacturer procedures have been followed. 11. Neither Manufacturer nor Roofing Contractor shall be responsible for any consequential damages or loss to the building,its contents or other materials. 12. Neither Manufacturer's nor Roofing Contractor's failure at any time to enforce any of the terms or conditions stated herein shall be construed to be a waiver of such provision or of the right to exercise any right in the future. 13. This 20-Year Weathertightness Limited Warranty supersedes and is in lieu of any and all other warranties(whether express or implied)that are either in addition to or in conflict with the term(s) or condition(s) stated herein. ALL EXPRESSED OR IMPLIED WARRANTIES OF MERCHANTABILITY AND ALL EXPRESSED OR IMPLIED WARRANTIES OF FITNESS FOR ANY PARTICULAR PURPOSE WHICH EXCEED OR DIFFER FROM THE WARRANTIES HEREIN EXPRESSED ARE DISCLAIMED BY EACH AND ALL OF SAID PARTIES AND EXCLUDED FROM THIS 20-YEAR WEATHERTIGHTNESS LIMITED WARRANTY. , 4 14. If the subject roof is covered by products of more than one roofing products manufacturer,this 20-Year Weathertightness Limited Warranty applies only to those portions of such roof which are covered solely by Manufacturer manufactured products. 15. Notwithstanding any other provision of this 20-Year Weathertightness Limited Warranty,Manufacturer shall not have any liability or responsibility at any time for or as a consequence of any condensation or underside corrosion which is or was caused at any time in part or wholly by condensation. 16. Roof panels must be made of a material which carries a minimum 20-year durability warranty from Manufacturer,such as Galvalume or a 25-year warranty painted panel. WARRANTY RESPONSIBILITY I st through 2nd year,plus any applicable extension period(s)...........................................................................................................................................................................................Roofing Contractor The remaining balance of the first 20 years from date of completion of installation of the subject Roof System provided Roofing Contractor has strictly followed Manufacturer's recommended installation instructions or approved specifications or drawings for the layout,design and erection of the Roof Systems......................................................................................................Manufacturer This 20-Year Weathertightness Limited Warranty is tendered for the sole benefit of the original Owner as named below and is not transferable or assignable.It becomes valid only when signed by each of Roofing Contractor,Owner and Manufacturer. DISCLAIMER-EXCEPT AS EXPRESSLY STATED HEREIN, THE ABOVE WARRANTY PROVISIONS DO NOT COVER COATINGS, PRODUCTS, ACCESSORIES, PARTS OR ATTACHMENTS THAT ARE NOT MANUFACTURED BY MANUFACTURER. EXCEPT AS OTHERWISE EXPRESSLY STATED,THERE IS NO WARRANTY,REPRESENTATION OR CONDITION OF ANY KIND AND ANY WARRANTY, EXPRESS OR IMPLIED, IS HEREBY EXCLUDED AND DISCLAIMED INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY AND OF FITNESS FOR A PARTICULAR PURPOSE. NOTWITHSTANDING ANYTHING ELSE CONTAINED HEREIN TO THE CONTRARY,IT IS EXPRESSLY UNDERSTOOD AND AGREED THAT MANUFACTURER'S LIABILITY AND PURCHASER'S SOLE REMEDY, WHETHER IN CONTRACT, UNDER ANY WARRANTY, IN TORT (INCLUDING NEGLIGENCE),IN STRICT LIABLITY OR OTHERWISE SHALL NOT EXCEED THE AMOUNT SET FORTH IN THE MANUFACTURER LIABLITY SECTION ABOVE. UNDER NO CIRCUMSTANCES SHALL MANUFACTURER BE LIABLE FOR ANY SPECIAL,INCIDENTAL,LIQUIDATED OR CONSEQUENTIAL DAMAGES,INCLUDING,BUT NOT LIMITED TO,PERSONAL INJURY,PROPERTY DAMAGE,DAMAGE TO OR LOSS OF EQUIPMENT,LOST PROFITS OR REVENUE,LABOR COSTS AND EXPENSES,COSTS OF RENTING REPLACEMENTS AND OTHER ADDITIONAL EXPENSES,EVEN IF MANUFACTURER HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. MANUFACTURER WILL NOT BE LIABLE FOR ANY DAMAGES,LOSSES OR EXPENSES AS A RESULT OF PURCHASER'S(OR ANY OTHER PARTY'S)NEGLIGENCE,WHETHER DEEMED ACTIVE OR PASSIVE AND WHETHER OR NOT.ANY SUCH NEGLIGENCE IS THE SOLE OR PARTIAL CAUSE OF ANY SUCH DAMAGE, LOSS OR EXPENSE. IN ADDITION, UNDER NO CIRCUMSTANCES SHALL MANUFACTURER BE LIABLE FOR ANY DAMAGES,LOSSES OR EXPENSES WHATSOEVER AS A RESULT OF ANY OTHER PARTY's MATERIALS OR PRODUCTS WHICH CAUSE OR ALLEGEDLY CAUSE,IN WHOLE OR IN PART,DAMAGE,LOSS OR DETERIORATION TO THE MANUFACTURER ROOF SYSTEM. FORCE MAJEURE. UNDER NO CIRCUMSTANCES SHALL MANUFACTURER BE LIABLE IN ANY WAY TO THE BUILDING OWNER OR ANY OTHER PARTY FOR DELAYS,FAILURE IN PERFORMANCE,OR LOSS OR DAMAGE DUE TO FORCE MAJEURE CONDITIONS INCLUDING,WITHOUT LIMITATION: FIRE;LIGHTNING;STRIKE;EMBARGO;EXPLOSION; POWER SURGE OR FAILURE;ACTS OF GOD;WAR;LABOR OR EMPLOYMENT DISPUTES;CIVIL DISTURBANCES;ACTS OF CIVIL OR MILITARY AUTHORITY;INABILITY TO SECURE MATERIALS, FUEL, PRODUCTS OR TRANSPORTATION FACILITIES; ACTS OR OMISSIONS OF SUPPLIERS,OR ANY OTHER CAUSES YOND ITS REASONABLE CONTROL,WHETHER OR NOT SIMILAR TO THE FOREGOING. CONSENT TO JURISDICTION AND VENUE Any party seeking to enforce claims under this Warranty hereby acknowledges and agrees that(i)all matters relating to the validity,perfo ante,into ation,a or enforcement of this Warranty shall be governed by and construed in accordance with the laws of the State of Texas,(ii)any and all claims,actions,proceedings or, es of acti relati o th validity,performance, interpretation,and/or enforcement hereof must be submitted to a court of competent jurisdiction in Houston,Harris County,Texas,(iii)this anty is a of bcin performed in Harris County,Texas,(iv)it irrevocably submits itself to the jurisdiction of the state and federal courts in Harris County,Texas,(v)service of process in be made upon it' ny legal proceeding in connection with this Warranty or any other agreement as provided by Texas law,(vi)it irrevocably waives,to the fullest cxte in by law,any jection that ay now or reafter have to the laying of venue of any litigation arising out of or in connection with this Warranty or any other agreement or transa n brou ht in any such court,(vii)it i vocably es a y claims that litigation brought in any such court has been brought in an inconvenient forum,and(viii)it irrevocably consents to the se ice of pr ess out of any of I aforemen'on courts by t mailing of copies thereof by Certified Mail,Return Receipt Requested,postage prepaid,and its address set forth herein. The scope of ach of th foregoing waivers i 'ntendcd be all enco assing. Each party acknowledges that this waiver is a material inducement to the agreement of each party hereto to cr ' o a bu ' ess r ationship,and that each has al ady relied on th' aiver in entering into this Warranty. Each party warrants and represents that it has reviewed these waivers with its al counsel,an hat knowing and voluri a ces to cac uch waiver following consultation therewith. WARRA Y CTI TI N In order to segregate and maintain for the extended period of time c red by he rrai a recor and lot mples nee ry to enable Manufacturer to trace the various components manufactured for any defects alleged, M ufacturer equl es that the o er,within day om the date the warranty is signed by Manufacturer,must indicate the desire to be covered here er,an act' ate it y a ated ex Lion in the space ovided herein and by mailing such executed copy to seller via registered or certified mail,return r IpIt r nest . I a co itio preced t to the filing of a claim under this warranty that buyer prove compliance with this requirement. Mail executed co ry of warran to: NC roup, c. arranty epi 14031 W.Hardy Houston,TX 77060 Building Owner Ma fac e ob/Work Order#'(s) Project Name&Location Type of Roof Covering Roof Pitch Amount of Materi guar et) Date of Substantial Completion Building End se tApproval rawin s: SHEET# ISSUE DATE REVISION REVISION DATE Roofing Contractor: Owner: By: By: (Signature) (Signature) Title: Title: Roof Manufacturer By: Title: Date: 3/08 I Massachusetts Department of Environmental Protection Bureau of Waste Prevention - Air Quality 100137324 i Decal Number Notification Prior to Construction or Demolition ImpWhen ortaliing out A. Applicability forms on the computer,use only the tab key A Construction or Demolition operation of an industrial, commercial, or institutional building, or to move your residential building with 20 or more units is regulated by the Department of Environmental Protection cursor-do not use the return (DEP), Bureau of Waste Prevention-Air Quality Control Regulations 310 CMR 7.09. Notification of key. Construction or Demolition operations is required under 310 CMR 7.09 (2)ten (10)days prior to any work being performed. The following information is required pursuant to 310 CMR 7.09. B. General Project Description . 1. a. Is this facility fee exempt-city, town, district, municipal housing authority, owner-occupied Instructions residence of four units or less?7 Yes F7 No �__..w... ._..._. .. ....M _...._ .. ..___._..._� _.� 1.Ail sections of b. Provide blanket decal number if applicable: this form must be Blanket Decal Number completed in order 2 to comply with the . Facility Information: Department of `SENCORP Environmental Protectiona.Name ____,_____ _..........__,. _......___.______....._._ ..___.. _,....,,,_._ _.......... notification 400 K I D D S HILL ROAD I requirements of _ _. ss 310 CMR 7.09 b Addre s iHYANNIS MA ,02601 d;_State 1(508)771-9400 _ w.. _ __._. t . . ;44,000 h.Size 11 of Facility in Square Feet i.Number of Floors j. Was the facility built prior to 1980? ✓ Yes No k. Describe the current or prior use of the facility: ..... ................_.... ___._._ _ ....._..... _.__..__..._____. ;MANUFACTURING AND COMMERCIAL OFFICE SPACE I. Is the facility a residential facility? E_ Yes ✓... No ° m. If yes, how many units? Number of Units ° 3. Facility Owner: ®N !HOLLY MANAGEMENT&SUPPLY CORPORATION ® moo a,.-Name .._._ .__,_..__ ____._ __.. . .{ ®O 297 NORTH STREET i b.Address_ [HYANNIS A.,.._. ..._ :02601 _ - to c.C,itvlTown n:_ d.State e.ZipodQ _. .. ... „.._. ' ° 1(508)775 9316 a ®�®0 IJIM SPOONER ........... Q h.Onsite Manager Name ag06.doc-10102 BVNP AQ 06•Page 1 of 3 Massachusetts Department of Environmental Protection i Bureau of Waste Prevention . Air Quality ;100137324 Decal Number Notification Prior to Construction or Demolition General Statement;If B. General Project Description cotlt. - — -- asbestos is found during a 4. General Contractor Construction or _.. .. ._,_._._._ Demolition IRGN CONSTRUCTION MANAGEMENT, LLC _�_,_. .. operation,all + -� __._..__�._��_____._ �. responsible parties a,._Name ...._. .. must comply with P.O. BOX 222-61 MAIN STREET 2ND FLOOR _ _ _.._...._ _. ._..-... _. ..-... ... .............. ......... 310CMR7.00, b,_ _d_s 7.09,7.15,and i _...._._ .._ _ _... _..._,.. _ Chapter 21E of the ,BLACKSTONE MA 01504 i _ General Laws of c_Ci_ty/Town --------- _.. ___...___.__ __._.__ _ _t d State the Commonwealth. ! 508 883-1038 1 ar na arian aol com This would include, -f.elep .. ,_.._. �� but would not be jROBERT NAJAR code and extension)., q,_E mad Address(optional)_._ limited to,filing an IAN _.,. ...-.,.-,___..�. _._- . ._.. _._-..... _, _.w.... . .... .w asbestos removal h.On-site Manager Name notification with the Department and/or a notice of release/threat of C. general Construction or Demolition Description release of a hazardous substance to the 1. Construction or demolition contractor: Department.if _ ______._M__. _. m_,.__ ,.___._ ----__ _ applicable. 24-7 CONSTRUCTION INC a Name _.,.4 1'22 PINE STREET { b.Address LONDONDERRY NH 03053 .. _ c_Ciry/Town_._,_._-_ _.._ ..w.. . ... _.,,. .., d:State _.._ .. w.... _ _. e Zip Code _., {603)765-8503 f Telephone Number(area code and extenswn) g�E-mail Address(optional) _ 'STEPHEN NADEAU h.On-site Manager Name 2. On-Site Supervisor: i._._ iROBERT NAJARIAN &STEPHEN NADEAU On-Site Supervisor Name 3. Is the entire facility to be demolished? Yes Yes ✓.{� No N 0 4. Describe the area(s)to be demolished: o 13 MANUAL ROOF VENTILATORS ONLY a N �® ram® ®° 5. If this is a construction project, describe the building(s)or addition(s)to be constructed: ................. jTHIS IS A NEW LAY OVER METAL_...._.._.,. . ._.. _M_. _ ... ROOF PROJECT ONLY j � s # t ®0 I Q ag06.doc•10102 BWP AQ 06•Page 2 of 3 Massachusetts Department of Environmental Protection Bureau of Waste Prevention •Air Quality !1001"37324 ®�! Decal Number _. .._... _... .-: Notification Prior to Construction or Demolition C. General Construction or Demolition Description (cost.) 6. a. If this is a demolition project,were the structure(s)surveyed for the presence of asbestos containing material (ACM)? I„ ? Yes a No If yes,who conducted the survey? b.Survevor Name c.Division of Occupational Safety Certification Number 7. Construction or Demolition: I12101/2011 _ 01/30/2012_ _ E a.Start Date(mm/dd/yyyy) b.End Date(mmldd/yyyy) 8. a. For demolition and construction projects, indicate dust suppression techniques to be used: w seeding i paving b wetting F-] shrouding . If other, please specify _I covering ✓I other O DUST TO BE GENERATED FROM THE WORK 9. For Emergency Demolition Operations, who is the DEP official who evaluated the emergency? _ _... __._.._..____.._..._.__._....----- ------- .----- .__........ a.Name of DEP Official I b.Title ............................................................... .....-... _....._... ....__..: i c.Date{mmlddlyyyy)of Authorization d.DEP Waiver Number D. Certification I certify that I have examined the �ROBERT NAJARIA ®moo above and that to the best of m N e ®c, knowledge it is true and complete. ; tutho The signature below subjects the ��. nzed Stignat N signer to the general statutes ;OWNER o regarding a false and misleading o statement(s). {RGN CONSTRUCTION MANAGEMENT, LLCs _..._ _ d,Represents c0 e.D imlddlYYYY) O �Q ag06.doc•10/02 BWP AQ 06•Page 3 of 3 6' aAng Dept. (3rd floor) Map Parcel Permit House# Date Issued Board of Health (3rd floor)(8:15 - 9:30/1:00-*34) Conservation Office (4th floor)(8:30- 9:30/1:00- 2:00) Rianwing Dept. (1st floor/School Admin. Bldg.) n Approved by Planning Board 19 L / A SEWER WN I FROM THE TABLE 400NG1 ION PRIOR TO v TOWN OF BARNS ��U Building Permit Application Project Street Address /&0 e IQ Q f Y<Z-L leo A b Vllage Owner C S'CA/co e P. r�JC, % S Address Pd. ?rY 6a0/ Telephone ��. 77 <Z06 y4�rni�1'� H9 Coz6at Permit Request t-_ C AA A/JA5Af Or' 101S7tAl6e M4 A10A4C_7'Ue1•�/G .d A/P 0XAe CE y. 8 U/[ 4b inl6', /�_O r X 300 r F00%P/e/N 7 A DD17i DA( Co V First Floor ` Doc square feet Second Floor Z� Da0 square feet Construction Type S?EE z, S'bi&4 9U14.D 1 AA! Estimated Project Cost $ f � r Zoning District \ Flood Plain NllD Water Protection Lot Size 87/ Sr 73 1 Grandfathered ❑Yes ❑No ' Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure, 2G Historic House ❑Yes ❑No On Old King's Highway ❑Yes ;o Basement Type: ❑Full ❑Crawl ❑Walkout Other A16 Nf Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New�— Half: Existing New _ 19! 7 No.of Bedrooms: Existing AJC k4t New AJO &Ai� Total Room Count(not including baths): Existing JTG New First Floor Room Count .32, Heat Type and Fuel: U16as ❑Oil ❑Electric ❑Other Central Air 031fes ❑No Fireplaces: Existing New O Existing wood/coal stove ❑Yes polo Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) 21-None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial WXes ❑No If yes,site plan review# 7R 1'7c�L'4 Current Use N4✓e/AAC7Ve J,,� Proposed Use /L144relM C7Vk i,✓G Builder Information j Cis m4c �IFF,QSDsV 7�l— ,326 -- �2Z� Name �R� Telephone Number Address 2 License# HE'S T u)o D P /W.4 0 Zc9D Home Improvement Contractor# Worker's Compensation ,NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE /0 � 21 �gg . BUjLDINGTRRMIT DENIED FOR THE]NOLLUWING REASONS) r TOW,bFIARNSTABLE CRRT'IFI(;�TF,,,(,,OF OCCUPANCY PARCEL ID 296 025 GEOBASE ID 20891 ADDRESS 400 KIDD'S HILL ROAD PHONE BARNSTABLE ZIP LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 40734 DESCRIPTION BUILDING ADDITION TO MAIN BLDG. (PMT ##34315) PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: TIME BOND $.00 {. 'CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P . .... srABLE, MASS. ED MA'S BUILDI F)1VI . ' DATE ISSUED 08/30/1999. EXPIRATION DATE TOWN OF BARNSTABLE •..,..� r.p BUILDING PERMIT -PARCEL"I1Y 296 025-"_---- -GEOBASE ID"- 2085Y ADDRESS 400 KIDD'S HILL ROAD PHONE BARNSTABL'9 ZIP - J 'LOT , BLOCK LOT SIZE' jDBA DEVELOPMENT DISTRICT BA. PERMIT 34315 DESCRIPTION "SENCORP" ADD'N TO MAIN BLDG- PERMIT TYPE `BADDI. TITLE BUILDING PERMIT ADDITION CONTRACTORS: J.CALNAN & ASSOCIATES Department of Health, Safety i ARCHITECTS: and.Environmental Services TOTAL FEES: $20,464.00 BOND $.00 0� 1CONSTRUCTION COSTS $3,353,114.00 437 NONRES./NONHSKP ADD/CONV 1 PRIVATE * iAIWBPABIE, • MASS. • � 639. C BUI SIO ! DATE ISSUED 10/26/1998 EXPIRATION DAT r j THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDLR THE BUILDING.CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. i t MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. i 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS jE�L'ECTRICcA�L INSPECTION APPROVALS c� ZL /11 L_ 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT y- 0�-54 4. k.� 2 BOARD OF HEALTH i r OT SITE PLAN REVIEW APPROVAL L j WORK SHALL NOT PRO EED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. �I _ TOWN OF BARNSTABLE' ems`` TEMPORARY CERTIFICATE OF OCCUPANCY (A.DMIN SECTION ONLY) PARCEL ID 296 025 GROBA89 ID 20891 ;ADDRESS 400 KIDD-S HILL ROAD ' PHONE BARNSTABLE ZIP LOT BLOCK LOT SIZE I DBA DEVELOPMENT DISTRICT BA j i PERMIT 38845 DESCRIPTION SENCORP - ADMINISTRATIVE SECTION ONLY PERMIT TYPE BTCOO TITLE TEMP, OCCUPANCY PERMIT I CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: THE .00 CONSTRUCTION COSTS OND $.00 753 MISC. NOT CODED ELSEWHERE + iARMWABM ; MASS. Fp MISI— � BUILD SI BY DATE ISSUED 06/07/1999 EXPIRATION DATE i ,$ TOWN OF •yBARNSTABLR % • TEMPORARY CERTIFICATE OF.Of (>UPANCY (ADMIN SECTION ONLY) PARCEL ID 296 025 -GEOBASEJDi 20891 ADDRESS 400 KIDD'S HILL ROAD PHONE BARNSTABLE ZIP LOT BLOCK LOT SIZE _ DBA DEVELOPMENT DISTRICT BA PERMIT 38845 DESCRIPTION SENCORP - ADMINISTRATIVE SECTION ONLY PERMIT TYPE BTCOO TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS; Department of Health, Safety ARCHITECTS: and Environmental Services 4 TOTAL FEES: BOND $.00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE * BARNSTABLE. # MASS. 1639. A1�� BUILD 1A BY DATE ISSUED 06/04/1999 EXPIRATION DATE --_- ------------------------------------------------- --- - ---------- /-------------------- v f June 411999 Reference Sencorp 400 Kids Hill:--.Road Electrical inspections have been done by Don Proto stateing that a temperory occupancy permit may be issued to this address. Robert H Weston Department of Health, Safety and Environmental Services OF 1NE tp� v y � BARNSTABLE, .� MASS. � i639. a1 BUILDING DIVISION BY: Maloney Kathy From: Schlegel Frank To: Maloney Kathy Subject: RE: SENCORP Date: Friday, June 04, 1999 1:07PM I believe so. The sewer permit is complete. Do I need to sign the building permit? From: Maloney Kathy To: Burnham Richard; Dunning Jerry; Jenkins Ed; Schlegel Frank; Weston Bob Subject: SENCORP Date: Friday, June 04, 1999 9:23AM El Ulshoeffer tells me he and the fire dept. are all set to issue a temporary certificate of occupancy for SENCORP -Administrative Section only. Are you in agreement with the release of the CO? Page 1 r ATWELD SPRINKLER SYSTEMS Division of Atweld Industries, Inc. 25 Grove Street Randolph, Massachusetts 02368 (781) 961-5356 1 877-680-3473 Fax(781) 963-3056 June 3, 1999 Barnstable Building Commission 367 Main Street Hyannis, Ma. 02601 Att: Ralph Corssen(Building Commissioner) RE: Sencorp Systems Inc. 4 Kidds Hill Rd. Hyannis,Ma. CERTIFICATION AND AFFIDAVIT LETTER Dear Mr. Crossen: This letter is to serve as certification and affidavit that the fire sprinkler system at the above noted facility has been designed, installed and tested in complete compliance with all local.fire department codes and ordinances,NFPA 13 standards and in accordance with paragraph 116.0 of 780 CMR of the Massachusetts state building code. Should you have any questions with regards to the above noted information or project please do not hesitate to contact me at your earliest convenience. Sinc ely, Andrew T. Murphy, Jr. President Mass. Contractor# 001048 EJUN- 4-99 SAT 7: 12 AEI BARNSTABLF_F 11 RB_DEPT, FAX NO. 508 362 8444 P. 1 w ••�NaMcY.� � � I� rc pr A.m roll _ •� .3' r ibarnzwbIt tre Dep' a-ftmetit Facsimile Transmission Sheet To. J PAGE OF I JUN- 4-99 SAT 7: 1; AM BARNSTABLE_F I RE_DEPT, FAX SIC, 008 621 8444 BARNSTABLE FIRE DEPARTMENT 3249 Main Street -P.O. Box 94 o`e 18$9 Barnstable, Massachusetts 02630 508.362.3312 FAX, 508.362,8444 WIL.LIAM A.JONES III,CHIEF GLENN B.COFFIN,crpTAIN FIRE PALUNTION June 4, 1999 TO: Ralph Crossen,Building Commissioner "Town of Bamstable FROM: Chief William A. Jones III Vi SUBJECT: Sencorp Ralph, This memo is to inform you that this department has inspected the new addition at Sencorp, 400 Kidds Hill Road. We inspected the fire alarm system, emergency lighting and exit signs.The only problem we found is the Phone Company had not at the time of the inspection installed the direct phone line to our Dispatch Center for the fire alarm. At this time I have approved them using a private monitoring company for the fire alarm. The Job Superintendeiv has assured me that the direct line will be installed in 7 —10 days. At this time I do not have a problem with you issuing a Temporary Occupancy Permit for the space that Sencorp would like to occupy. If you have any further questions please feel free to call me, Thank you J. Calnan & Associates, Inc. 170 Forbes Road, Suite 106, Braintree, MA 02184 Tel (781) 849-0022 Fax (781) 849-0053 Transmittal Form Trans. No.: To: Town of Barnstable Date: August 19, 1999 Proj. No.: 98049 367 Main Street Attention: Ralph Crossen Hyannis, Ma 02601 Project: Sencorp Systems Inc 400 Kidds Rd Hyannis, Ma We are sending you via: [ ] Overnite service [ ] U.S. Mail [ ] Courier [ ] Other/ By Hand Copies Date No. Description 1 Affidavits for Phase II 1 Builder 1 Architect 1 Plumbing 1 Electrical 1 Structural 1 HVAC 1 Fire Protection These are transmitted as checked below: For approval Approved as submitted Resubmit _copies for approval x For your information Approved as noted Submit _copies for distribution As requested Returned for corrections Return _corrected prints For review and comment For bids due n Prints returned after loan to us Remarks: FAXED copies Originals to follow Thank You for your help Signed: Frank Mac Pherson Copy to: Bill Craig I J c & A o CaInan & Associates, Inc. 170 Forbes Road August 19, 1999 Suite No. 106 Braintree,MA Mr.Ralph Crossen 02184 Building Division Tel.781 849-0022 Town Of Barnstable Fax 781 849-0053 367 Main Street Hyannis,Ma 02601 Re: Sencorp Addition to Main Building 400 Kidds Hill Rd JC&A Project#98049 Permit#34315-Phase 11 Dear Sir, I certify that all work has been executed in accordance with the approved construction documents associated with the permit issued for same by your office. Sincerely, J.Calnan&Associates,Inc. Francis Mac Pherson Superintendent Mass Construction Supervisors License#CS -064511 CC:File Then personally appeared the above named Francis MacPherson and made oath that the above statement is true. otar 'f is My Commission expires on 610 Sent By: MFPA INC. - 508 653 1266; Aug-16-99 10:13; Page 2/2 mmmFPA August 16, 1999 Rui Iding Inspector Town of Hyannis Hyannis, MA.02601 RE: Senecorp Building 9915 Dear Sir, I have inspected the construction of the interior of Pliase Two of the new building and feel that it conforms to the 6"' edition of the Massachusetts State Code. Sincerely, MFPA INC. Craig W. Parkhill, ALA President CWP/ds No. 38 r- o U RY MASS. OF NATiC.';; P I OAN-GEL Dan-Cel Company, Inc. L" L%'% 15 Crewford Street •Watertown. MA 02472 • 617/923-1011 • 617/926-5746 Fox August 16, 1999 Town of Barnstable Building Dept. RE: Sencorp 400 Kidds Hill Rd Barnstable,MA I certify that, I or my authorized representative leas inspected the work associated with all plumbing permits,located at Senoorp,400 Kidds Hill Road,Barnstable,MA, And that to the best of my knowledge,information and belief,the work completed has been done in conformance with the permit approved by the Town of Barnstable Building Department and with the provisions of the Massachusetts State Building Code and all other pertinen aw d es. Authorized Si \ G-S ` Date Then personally appeared the above-named Sebuh.Petrosian, and made oath that the above statement is true. N Before Me, Signature&Stamp My Commission expires: f 8-1`9=19 7.36AM FROM GEMCO S086770278 P. 2 08/18/1999 17:41 508E367231 THOMAS J LAPOINTE PE PAGE 02 THOMAS J. LAPOINTE ASSOCIATES �UrYllalEirlc�G'L10Elr.Ccl�I cr:rEir2i6R; 223 Reed Road, P.O. Box N567, Westport, MA 02790 WS-6364713 THOMAS J. LAPOINTE, P.E. August 19, 1999 Building Inspector Town.of Hyannis Building Dept. Hyannis MA-02601 RE, Addition to Sencorp, 400 Kidds Hill Road;Fbw Affidavit Dear Sir; My client is Gemco Electrical and Mechanical Contractors of Fall River MA;they are the electrical contractors of record for this project. I have visited the sift and, in my opinion,the electrical systems were installed in accordance with applicable electrical, fire and building codes and per the dravAngs. �^ If you need further information, please feel£ace to call Very yours, r Thomas r, 3Lapo' ,PE CC:Pcter Paindiris, V.P., Gemco, Fall River TNvn+AS LAPoiNTE ELECTRICAL N NO.297T0 n �LTl9Tb� �� 'low �[lCESLC4��V6;il�Yt - JattI RCR{� p[nith«L] - ��2VducE �Varuµ.EC�+/2 -�+�U2E �izcaif CJtCttlCL] c�E4 rs Cor:Ete+C� - neeyy�(gisua�e»tcrxE C+�tVcaJa - J�2CJClttC'UtiV►t! - ../�r. �+t!! - �'itiyatic*rt r ��'• L. C. ANDERSON, INC. AIR CONDMONING 830 COMMONWEALTH AVENUE COMMERCIAL, DESIGN Boston,Mass.02215 INDUSTRIAL SALS SERVICE TEL. (617)277-6000 FAX: (617)734-5915 RESIDENTIAL August 16,1999 J. Calnan& Associates Inc. 170 Forbes Rd. Suite 106 Braintree, Ma. 02184 I certify that the new addition at Sencorp, Hyannis,Ma. Is complete and in conformance with appropriate codes including the Massachusetts Building Code. Warren E. Hudson P.E. President OF Ash ' c�z WARR GJ, E- UDS •ca v c � 6 "Q N NL L AUG-11-99 12 :34 PM ATWELD INDUSTRIES INC 7819633056 P. 02 ATWELD SPRINKLER SYSTEMS Division of Atweld Industries, lnc. 25 Grove Street L y Randolph, Massachusetts 02368 (781) 961.5356 1 877-680-3473 Fax(781)963.3056 WARRANTY August 10, 1999 J. Calnan &Associates,Inc. 170 Forbes'Road Suite 106 Braintree, Ma, 02184 1, the undersigned, hereby certify that the fire protection sprinkler system work installed at Sencorp/Ilyannis,Ma, has been performed in full accordance with the contract documents. Further, I the undersigned, guarantee this work to be free from defects in workmanship for a period of one year from August 23, 1999 and will correct without delay or additional expense to the owner, and at time to be convenient to the owner, all defects which are not the result of acts of God, or misuse, and agree to pay all the expenses, including attorney fees incurred by the architect and owner, resulting from failure of the guaranteed work. Excluded from this warranty are Reliable Sprinkler Devices supplied by others. Sig , An rew T, Murphy,Jr, President Aug-19-99 10:13 From-DT SENCORP 5087712504 T-102 P.02 F-122 j Priggen Steel Bullding Co., Inc. 133 Franklin Stroet P.o.a0X 1039 Wrentham,Mossachuseth 02N3 (50)384.77% Fax(608)384-7130 Town of Hyannis Building Department Hyannis,MA,02601 RE: Sencorp Project,400 Kidds Hill Rd.,Hyannis,MA FINAL AFFIDAVIT IN ACCORDANCE WITH 6th EDITION MASSACHUSETTS STATE BUILDTNO CODE I hereby certify that construction of foundation and structural steel at 400 Kidds Hall Rd., Hywmis,MA was built in accordance with plans prepared and stamped under the supervision of Eugene E. Boudreau,P.E.#7711,specifications and computations submitted and approved,and are in accordance with the requirements of Massachusetts State Building Codes and other pertinent laws and ordinances. of E.E. Boudrea " g!� w s ' k s ' .. �i I of BqR� CAPE COD COMMISSION g.' 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MA 02630 `9ssACa (508)362-3828 CHU FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org T H N Al DATE: May 27, 1999 ^ APPLICANT: Sencorp Systems, Inc. C/o Attorney Patrick Butler Nutter, McClennen & Fish 1513 Iyanough Road P.O. Box 1630 Hyannis, NIA 02601 PROJECT: Sencorp Systems, Inc. Barnstable, NIA "ROJECT #: TR-97026 BOOK/P AGE: Book 4395, Page 306 (Map 296, Parcel 25) I hereby certify that Sencorp Systems, Inc., applicant on the above-referenced project, properly complies with the Development of Regional Impact Decision rendered on January 15, 1998 pursuant to Chapter A, Section 3(e) of the Regulations of General Application, Barnstable County Ordinance 94-10, as amended. Specifically, this is a Final Certificate of Compliance issued pursuant to certain Conditions of the above-referenced Development of Regional Impact (DRI) Decision. CONDITIONS for FINAL CERTIFICATE The applicant has complied with the requirements of the Conditions of the DRI Decision of January 15, 1999 listed under "Final Certificate of Compliance." Specifically, this includes Conditions NR1, WRl, WR2, T1, T2, T3 and ED1. For clarity, Condition NR2 listed under "Final Certificate of Compliance" became irrelevant because of the applicant's compliance with Condition NRl. CONTINUING CONFORMANCE WITH THE CERTIFICATE OF COMPLIANCE The DRI Decision lists various Conditions which must be complied with to maintain the validity of either the Partial or Final Certificates of Compliance. These are described in the Decision under "Other Conditions." These include Conditions related to Water Resources, Transportation, Hazardous Materials/Wastes and Economic Development. t� 1 i 2 ISSUANCE OF PARTIAL CERTIFICATE OF COMPLIANCE As regards requirements set forth by the Cape Cod Commission, all Conditions have been complied with respect to granting a Final Certificate of Compliance, with the exception of the Other Conditions, as noted above. Also, the Commission has previously issued.a Partial Certificate of Compliance. As such, the Town of Barnstable Building Commissioner may issue a Certificate of Occupancy for the project. "� �"Z' ( :�/ 0/1 Margo L. Fe , Exe utive Director Date COMMONvir ALT OF MASSACHUSETTS Barnstable, ss. S:a"'-scr reed and sworn to before me this 'alik day of rn" 199. Win_ 0 TU-1 _C' acm K'i. iE, -.rotary My Commission expires: NOW GEM �uua Sencorp Systems, Inc. TR-97026 Final Certificate of Compliance 06iO3/99 06:46 FAX 761 649 0053 J.CALNAN & ASSOC. W 002 S J. CaInan & Associates; Inc: 170 Forbes Road, Suite 106,Braintree,MA 02184 Tel (781)849-0022 Fax(781)849-0053 Transmittal Form Trans.No.: To. Town of Barnstable Date: June 3, 1999 Proj.No.: 98049 367 Main Street Attention: Ralph Crosser: Hyannis, Ma 02601 project: Sencorp Systems Inc 400 Kidds Rd Hyannis, Ma Wo are sending you via: [ ] Overnite service [ j U.S. Mail [ ] Courier [ j Other/By Fund Copies Date No. Description +, Affidavits for Phase 1 1 Builder 1 Architect 1 Plumbing Electrical 1 Structural HVAC i These are transmitted as checked below: For approval Approved as submitted Resubmit copies for approval X For your information Approved as noted Submit _copies for distribution As requested NReturned for corrections Return _corrected prints For review and comment For bids due nPrinis returned after loan to us Remarks: FAXED copies Originals to follow Thank You for your help Signed: Frank Mac Pherson Copy to: Bill Craig 06/03/99 06:47 FAX 781 649 0053 J.CAL,NAN & ASSOC. 0003 rn i I.--.�1 II I i Il it II II I 8 Lij J. CaInan . Associates, Inc. 170 Forbes Road I June 2, 1999 Suir.e No. 106 Braintree,MA I MI.Ralph Crossett 02184 I Building Division TO.781849-0022 Town Of Barnstable Fax 781 849,0053 367 Main Street Hyannis,Ma 02601 Re: Sencorp Addition to Main Building 400 Kidds Hill Rd X&A Project#98049 Permit#34315 Dear Sir, 1 certify that all work has been executed in accordance with the approved construction documents associated with the permit issued for same by your office. I i 1 Sincerely, J.Calvan&Associates,Inc. Francis Mac Pherson Superintendent �IMass Construction Supervisors License#CS-064511 I • CC:File I Then personally appeared the above named Francis MacPherson and made oath that the above statement is true. Rotary udI c " E My Cp-�tm•ssistl expire,:on _ v 06/03/98 06:47 FAX 781 649 0053 J.CALNAN & ASSOC. Q1004 I&AF01PA C:RAIG W. PAr KI-11I.L..A 1 A (-•HF':L)CRfC.K D. HICKL.CII.A.I.n .1 DAVID wAC'4u(°:C1 .10ANNF L (kAKI.-It June 2) 1999 Building Inspector Town of Hyannis Hyannis,MA 02601 P,®' SSenecofBuilding Dear Sir. I have inspected the Constmction of the interior of the new buildin Wd feel that it conforms to the 6 edition of the Massachusetts State Code. sincerely, YA R4C. ED Craig W Parkhill, MA Presiden t CWP/ds UDSUR. MA OF lh�Sg�G o� MFPA INC.-192 WORCESTER ROAD-NATICK,MA!�SACHUSETTS Oi 76i)•(61 )937 A:1()r) FAX (508)653 1166 ARCHITECTURE-PLANNING-INTERIOR CESIGN L/L a6ed ! we eu-e-unr `•99al, C99 Bog ='ON! Vd-tiV 'As }LIDS 46i05188 46:47 FAX 781 848 4453 J.CALNAIv & ASSOC. Z 445 DI N■CEL Den-Cel Company, Inc. 0®% ®j 15 Craw;-Ford mat a Wawwm. MA 02172 s 617dg23-1011 • 617/926-5746 Fox Town of Dautabic DidIaing DcVL RE:Scegop 4W Kpdds Rdl Road BwnssmWc,ilia• 1 ceAtfy to S or may mahmZed ropmeatadve has the work associated w6 ail ptettaaosaeg pe=Uk low at Scarp,400 Kidd HM Roast,ale,M&and tW to die loss ®fray knowledp.won and isefict tip wak c=pi#d to doe has baen done M confor vath*a pmait approved by the Town ofBmutable 13uil4iog I2egaatmcnt and with the ps+ovisioas of ft Massar7ttawn State Bulldog Code and all other ptet=t laws and oadinaaces. /1 o Authchm Sipat= Deft Then genonaBy appmed time above-usmrned gem penniun,and made marl•that to above �idi�cdut as treisl. NA neiagea�►a, � ?+101�►S*06 ck stiMIP �y Post-It"brand fax transmittal enema 7671 o of pawn 6, "��►�G nta e�°�ierso �"' / �� Dept. r7- Fax b� ` s /��• �Gw�r 06/03/99 06:47 FAX 781. 849 0053 J.CALNAN & ASSOC. Q1006 6-02-1999 S:21PM FROM GEMCO 5086770278 P. ?�®AVOL STAEU.FALL RIVER,MASSACMII9ETTS 0=•(506)87&977-8 ELE TRCA1 AND MEECtIUdICAL 00N'TRACWM inns 2. I y49 Nt. Prank MacHicmil 1, Citiii3ri F�Bf}clCili�c; I➢1C. 170 Forbes Road Brainirm MA 021 H4 Rc: Sctici►i1i-$i1t; Xitdo III ill Road.flya&lk,-MA he C10CtriC3t S�'stC11i inSlAitCd ut t1tC$cnwrp facility rcft:rcnccd aWvc has bccn installed iu accordance t3llit 111c plans prcpurod by the cnginccr which arc 41 ftcWTdanCC with the 1999 Massachusetts Electrical Cods and ilic Mas-,achuscls Building Codo• Rcipilar silt vis119 have bect1 nrJdc t0 cnslirp tltc inosallation v 2s dons to accordance with th0 dt',RigfiM Plans, Siuccrch. Pctcr('. Paindi,is Vice President 06/03/99 06:47 FAX 781 849 0053 J.CALNAN & ASSOC. 0ii. 007 Jun 02 99 11 : 47a J. Calnan & Rssociates 617-76671994 P.2 Z..— tat 1999 11 :39AM FROM PRIGGEN STEEL 50838a7)30 P. I Priggen Steel Building Co., Inc. 133 liw�skl6n SOtaat �.©.Ba>e 1039 7l mnttfw%%4a sractwxeNs 02093 F=(38a-7%�3 Town 01'Hyannis Buildinf;Department Hyannis,MA 02601 RE; !:encorp Project,400 Kiddy Mill Rd.,Hyannis,MA DAVI III ACCORDANCE WITH 6th EDITION MASSACHUSETTS STATE BUILDING CODS I hereb=i cenbfy that construction of foundation and structural steel at 400 Kiddy Hill Rd, Hv Srti4,MA was built in accordance with plans pmpmed and stamped ut der the supervision of Eugent E. Boudreau,P.E.#7711,specifications and computatiotls submitted and approved,and are in aecotattce with the requirements of!Massachusetts State Building Codes and other peninctl:laws and ordinances. • V �Oi/•��\1C / E_E_Heatds d'tre„�y Date 44// General Contractors 06/03/99 06:•47 FAX 781 849 0053 Ji.CALNAN & ASSOC. wi 008 oB/o2/99 wED 14:28 FAX 617 734 5916 L C ANDERSON *Poi Le C. 'R ON, AM COI IDSrt01�P►4 �a".,a`7b''ffia-My r�"u'.rT+'+ sE'8"'C�:7i CL',..:.',�1�"` rI .�L-. n )US1RUL W1 r3M arse..(61-7)M -6M ne,(6172)7"34-M16 s�nGs ]. Unan&Msoeiates ine. 170 Forbes Rd_ Suite 106 j3raintree,h a. 02184 Alta mr.Frank MacPherson Re: Sencorp Gentlemen: The UVAC system at the subject jab has been designed and installed in accordance with the plans prepared by this engineer all in accordance with the Mmsaclmsetts Ruiding Code. Y bave made regular site visits to ascertain that the installation was in accordance with my plans. Veri,truly vows, C��%- Warren R Hudson P.R President S/ WARREN or r rJ U 1 5• r V 06/03/99 08:14 FAX 781 849 0053 ..I.CALNAN & ASSOC. Q100i �-- +�ti+iu51 KltS INC 7$I9j&z la.56 P, 02 A I WELD SPR1N E.— QVc-'rvxjo o6ut�0 Atweid industries, inc, 25 Grove Street n+vpr., iina+'ncnd5eR9 41Lybt3 (781)961-5356 1 877-680-3472 Fax(781)963-3056 tune 3; 1000 Barnstable Blvi1d;n, f-o ..� — ....,�.it11i8s14� 367•Ai41r, .tre`e e-lyannis,lea. 02601 Att: R81ph COrson(Building Commissioner) RE* Senco➢p Systems Inc. 4 KiddN Hill Rd. Hyannis,Nia. lUERTIFICATION I 1l►7 t�Ti Fff 1 A iz• i - Hu VVi jUrill 11rK Bear 14ir.Crosson: Tf d nis iefter is to serve W eOrtifica_tion and®�:dny;t tt.er•L-r. - _ i_•. •+a�Wig iJre sprinkler system at the above rioted��cili4y has been designed` in- Stalled r„d test in`ompieie compliance with all local fire of 78C�partment es and ot'dijiA_n s, I A 1;nia nuaras said in accordance with paragraph'116.0 o#'the 1.4t=s�:c1wsc;S state building code. ahotiid you have any questions with rowards an to the above aged information of project please do not hesitate to contact me at your earliest Convenience. LIP Andrew T. Mgrphy; !r President - SES. �fii7trdL��.t-lT 001048 t l V \ T54k till F:� STOCKADE FENCPARCEL 14E AVIGATION EASEMENT (APPROXIMATE) AS SHOWN ON TUBE 172 FILED AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS PARCEL 31 PARCEL 12 \ r E TING \ PG�Ei OLIN ION PARCEL 10 (STING 4� TAL BU ING PARCEL 8 s '' RVIG ON EAS ENT l i AN RIGHT 0 WAY 3f 6930 340 PB 464 G 59 CATION PARCEL 6 LIGHT % MAP PCL 5 �/ �� ZONING: INDUSTIAL WIRES PARKLAN PROPER S TRUS <o'�� \\ � BUI SETBACKS: 60/3 /30LDING 257 / AVIGATION / UGHT NOTE: / MAP 295 p PROPOSED ADDITION MEETS THE ZONING SETBACK REQUIREMENTS, AND PCL 29 ,ev, WILL MEET THE 25% MAX. BUILDING N/F IND. PARK COVERAGE REQUIREMENT WITH �~ Ir 4 8 69 THE PURCHASE OF AN 2.83+ ACRE IL 85.00 OPEN SPACE LOT AND PARCEL 29. RO 124.22 (AS SHOWN ON THE APPROVED SITE PLAN) 440 SCALE: 1 INCH = 120 ft. CERTIFIED PLOT PLAN JOB # 97-190 LOCATION : 400 KIDDS HILL ROAD, (HYANNIS) BARNSTABLE, MA SCALE : 1" = 120' DATE : 12-15-98 r TO: Ralph Crossen,Building Commissioner FROM: El Ulshoeffer,Consulting Inspector DATE: April 26, 1999 RE: Update on Special Project Activity The following are stages of projects as of above date. Excel: All concrete and steel in place and inspected-reports up to date. Masonry block walls at mid stage. High School: Occupancy of Unit F contemplated for first or second week of May(lower level only), area units E,B,G in demo stage. Unit L(auditorium)should be ready for permanent occupancy certificate for first or second week in May. All reports are up to date. Assisted Living Whitehall:. Sheetrock of entire building 90%complete.All mechanicals,electrical, plumbing,heat/air,fire roughed in. Occupancy anticipated late June or early July. Senior Center: 90%sheetrocked. All mechanicals roughed in. Reports up to date. Occupancy anticipated beginning of June. �, e7n�corp- All exterior steel,concrete,siding and interior partition walls erected and inspected. All reports up to date-rough wiring,fire,plumbing in. Occupancy anticipated for June or July. Hospital: Phase II demo began. Phase one issued occupancy permit first week in April. Physical Plant due for occupancy in May 90%complete. All reports up to date. Sears: First stage bump out 90%complete. Subject to Cape Cod Commission,will be ready for occupancy in May. Warehouse section steel in erection state. Second stage of retail space to start in May all concrete and steel reports are up to date. The inspection firm(CME)from NY has had their field inspector certified in Mass. Lavatory still pending certification. C.C. Mall: Interior demo of old Mall concrete 90%complete;Demo of rear section where Hoyts Cinema will be erected is complete with all underground utilities installed,backfilled and compacted.Two of the four new exits access corridors are completed which allows the blocking of egress at the CVS store end. Mall concourse through old Woolworth and into new food court area in final stage. Anticipate use of these areas late June-early July. Concrete footings and exterior steel in place-bump out section in front of Woolworth's. No activity on anchor stores A,B,C,facade work began on CVS store. Note: Have not received letter from program of Structural Engineer of record as to program of. structural test and inspection as required under Section 1705.3.1 and to which all were informed on more than one occasion. A letter from you may help to expedite a response. . I'll be on vacation April 29-May 7,other than walk through for occupancy of Unit F at High School and minor telephone interception for you I can not think of any thing that can't wait for my return. I've notified all contractors of my absence. g990426a AUG-19 99 THU 10:36 AM ATC ASSOCIATES FAX NO. 5085882414 P, ILI,.l ASSOCIATES INC . A. RECORD OF CONCRETE COMPRESSIVE STRENGTH TEST RESULTS Client Namo: Mr.Bill Craig Date: July 14, 19" ' Sencorp Systems Inc. 400 Kidds Hill Rd. Hyatmis,MA 02601 Project Name: Sencorp Report No. 1.9158-4 PLACEMENT 111 ORMATION: Weather. Temp.(°F): Sampled by: PIacement Location:__ Fabricate 4-99 Cenerete Supplier: Ticket No.: Trwk No- Set 2 of 4 Cylinders Storage Location_: s, s' FIELD TEST RESULTS OF PLASTIC CONCRETE: • Slump(in.): Air Content(%)_. Tetnp.(°l :_ Unit Weight fpcf): PLANT TEST RESULTS; Mix Propordons: Cement: Fly Ash: ' (lbs per C.Y Fine A - •P •) gg•� Coarse ASS.- Water w Water(gals.): A.E.A.(02.): W.R.A.(oz.): Other: w 2 .2.;-1 COMPRESSIVE STRENGTH(ASTM C 39,C 109) ti x 12"Cylinder$ 4"x S"Cylinder _ 3"x G'Cylinder_ 2"x 2"Cabe' LABORATORY PROJECT DATE DATE AGE COMPRESSIVE NUMBER NUMBBR RECEIVED TESTED DAYS STRENGTH(psi r` . . 2 A 1-9158 07-12-99 07-14-99 7 2710 -a B 08-04-99 28 3340 C 08-04-99 28 3400 D 08-04-99 28 3290J SpcciGcstioq Requiremenr. 28 X Cylinders made by ATC $ Cylinders picked up by ATC _Test results conwly representative. representative. aPP lieable eelFica `.°N, :=4 SP tk. ,. ...... :;.- -_Cylinders made by Architect's g,,iinders delivered to Test results do tl0i 4 . ;_ or Conu s actor representative. "'Laboratory. ""with applicableP Respectfully sstt ATC Awoeisd :t ;hti. '' ej 40 Robbie Road Unit fi • Avon, MA 02322 • (008) 588-oogG • 5 'FAX (�08) 5Ba 2414 107 Shaker Rood • Eris Lon meadow. MA 01028 • 0113 626 6737 . 9 ( ) FAX I413162Er0980 160E Lorroboc Rood • Westbrook, ME 04092 • (207)664.2900 • FAX (207) 864 8694 'r ... • "!G•? ri r AUG-T399 THU 10,36 AM ATC ASSOCIATES FAX N0, 5085882414 p, 02 00%TC A S SOCIATES I N C . RECORD OF CONCRETE COMPRESSIVE STRENGTH TEST RESULT'S Client Name: Mr.Bill Craig Date: July 14, 1999 Sencotp Systems Inc. 400 Kidds Hill Rd - Hyannis,MA 02601 Project Name: Sencorp Report No. 1-9158-3 PLACEMENT INFORMATION: Weather: Temp.(°F): Sampled by: -- Placement Location: Cabricat:ed 7-7.99 Concrete Supplier; Ticket No.: Truck No.: Set 1-of 4 Cylinders Storage Location: FIELD TEST RESULTS OF PLASTIC CONCRETE: Slump(in.):_ Air Content(%):� Temp.(°F):_ Unit Weight(pct): --__- • PLANT PEST RESULTS: Mix Proportions: Cement; Fly Ash: (lbs.per C.Y.) Fine Agg.: Coarse Agg. Water(gals): A.E.A.(oz.)- - ---.._ -i WJLA.(oz.): Other' COMPRESSIVE STRENGTH(ASTM C 39,C 109) 6"x 12"Cylinder X 4"x 8"Cylinder_ 3"x V'Cylinder 2"k T?Cube-_ --- — LABORATORY PROJECT DATE DATE AGE COMPRESSIVE BREAK • NUMBER NUMBER RECEIVED TESTED DAYS STRENGTH i) TYPE 1 A .1-9158 07--12-99 07-14-99 7 2800 , B 08-04-99 28 3550 C 08-04-99 28 3420 D 08-04-99 28 3470 Specification Requirement: 28 X Cylinders made by ATC X Cylinders picked up by ATC _Test results eom�lywis9t representative, representative, applicable specifications. ^Cylinders made by Architect's Cylinders delivered to Test results do not comply. ~ or Contractor's mpresentative. Laboratory. with applicable spedifcsr - • Respectfully submitted, ATC Associates Inc. 40 Robbie Road Unit H • Avon. MA 02322 • (509) 588.CM6 • FAX(508) 588,2414 167 Shaker Road • FAsI Longmeadow, MA 01028 • (413) 525-5737 • FAX(413)525.0960 1600 Lorraboe Road •Wsethiook ME 04002 9 (207)854-2950 - FAX (207) 854-9694 i ,Aug-03-99 09:26 F,om-DT SENCORP 5087712504 T-065 P.02 F-826 VA T ES I N C . FIELD DENSITY TESTS Client Name: Mr.Bill Craig Date; fuly 2, 1999 Seucorp Systems Inc. 400 Kidds Hill Rd. Hyannis,MA 02601 Project Name: Sencorp Report No.: 1-9158-1 Weather: Ctegr Contractor: Egnc= General Location: Pile bench SAMPLE NO. I MAXIMUM DENSITY(pcf) OPTIMUM MOISTURE C-269 127.9 4.2 TEST LOCATION EL.EV, SAMPLE MOISTURE COMPACTION NO. NO. (%) (%)OF PROCTOR ACTUAL SPEC, 1 30,from the face of the building FG C•269 6.3 100.0 95.0 2 60'from the face of the building FG C•269 6.6 99A 95.0 3 120'from the face of the building FG C•269 7.1 99.8 95.0 4 5 6 7 (1)Test Location Established By: Grid Lines _Stations X Estimation _Contractor (2)Elev.Of Test Established By: Survey Grade Stakes _Estimation _Contractor. (3)Test Conducted On: _Full Time Basis X lutetxrittent Basis (4)Tesks PerformedUiiiiiing: x.Nuclear Density Gauge Sand Cone Remarks; Respectfully submitted, ATC Associates Inc. 40 Robbie Road Unit H + .Avon, MA 02322 + {508'1 r88-0886 • FAX (508) 588.2414 167 Shaker Road + East Longmeadow,MA 01028 • (4131 525-6737 • FAX (4113) 525.0980 760B Larrabee Road •vVesthrook, ME 04092 + (207)864-2980 9 FAX {207) 854-8694 f -�Aug-03-99 09:26 From-DT SENCORP 508TTi2504 T-065 P.03/06 F-826 A s s o C 1 A T E S I N C July 20, 1999 Report No. 1-9158-5 Mr.Bill Craig Sencorp Systems inc. 400 Kidd,Hill Rd. Hyannis, MA 0260I Re: Sen.corp Systems Inc. Gentlemen: The following are test results of a sample of soil as taken by this laboratory on 7i�l99. 1. S4MR c-Dcsc:i21ion Eam 1p a No. Desc�tien yC-269 Sandy Gtavel On-site 2. Washed Sieve Analysis(%ausipg by weight) Slit a Size (MM) Rmd2 3" (75.0) 100 2 (50.0) 98 .._I D2 (37.5) OC 1 (25.0) _ 92 3/4 ( 19.01 91 1/2 ( 12.5) 88 i 8 ( 9.5) 84 #4 (4.75) g0 10 (2,00) mm� 74 7,A (.850) _ 65 --0 (•425 53 50 (.309) 46 80.(.180) _ --- 33 — �4 (•075) 14.9 3. Iysoisture Density Relation(AASHTQ'I'1R0 AR'IMD 155.71 1= $M).1 Maximum Dry Unit Weight(p.c.f.) 127.9 Optimum Moisture(%) 4.2 Should you have any questions or require additional information,please do not hesitate to call. Sincerely, Kevin Caine Laboratory Manager KC/sp 40 Robbie Road Unit H •Avon. 10A 02$22 • (508)'58B-0886 • FAX (5051 585.2414 167 Shaker Road • East Longmeadow, MA 01029 • (413) 525-57.7 • FAX (413) 526-0980 r► 1608 Larrebee Road • Waszbrook, ME 04092 • •(207)854.2980 . FAX (207) 854.8694 �� yAus-03-99 09:26 From-DT SENCORP 5087712504 T-065 P.04/06 F-826 aT.SSchoo�3sree�Supce•.11•Maish>icild,MiA:G.. N837-409a ,:—hq,��^ ,•r� I�,';:Y;A.. ��,' .•� %.Mi'.•�ir-�.`.." ai, ern r,�Sr':7�'�•.;, �Y' . 1#ll Date: 1 MY, 1999 low . trt4sig' , Y •e' - ,p ,< MA OI601 �LOi F'Building Add>t¢lan ?�V�O r ;y.s:�t, � ,;�;:. is .r�,;1, -.,,,,.�. t .p��r, ..',;�;:'�„+•�ti•��•::pi4+ii''� ' 9902-004 �AR"'f"' ` Clir�i'��®.per..' ��4?v�i�t I�J P zs✓��aM17�.iA�� Y"'i , dotub 00,fo►,'the Pwrooe`a `` of owing' h e 'were observed on this date: pi1•?n .t�ir',rf,•' !;r'•'`? :'yy,•,fir �t �:'ti' has coinpleted*aiding mezzanine bar joists from Column Lines ` �,..VuA between Column Lines A ' C. �F ertt'Ys till .iron�y.�;• .• ,'a� �. ;:r�.:d; ry��',A,4,.( ..�, ' �r�S.ic:1 ��.•i�ijr•.:" •�"R.:i`As. ;��•:� rr•InSI�`�� 71.f�;�.ti '�a�,/ r ,, r ,Y• !i ' d plM `Y'f. .14S'i :•:y�.'�.ryN.1. ,,5,,W�ti i;�6��:��y.• �a��»<'f81�''�•8lsa�•jn9p®CttOn'- � •0��9 joiWtIong mentioned above. All welds inspected tins ply date comply with the ` for minimum size fillet and are acceptable in accordance ` 'r',` ; rogiiu^e neta of AWS D1.1. St wUnal Welding Code. ,4 ICY}y :Y•�y'r h`�'�•,�ff� ; . Res sed, fb"x2�:�,ti,`�'L.�:�r�1i5`✓.' ,.�r.!� :,t'.}:Pt.'ii';.Y,,;• ..,. K!Vine lntrrpr6el�Inc. — - YIP J f .;Aug-03-99 09:2 8 From-OT SENCORP 508TT12504 T-065 P 05/06 F-826 v A S S O C I A T E S I N C . RECORD OF CONCRETE C:OMPRESSWE STRENGTH TEST RESULTS Client Nance: \4r.Bill Craig Date. July 14, 1999 Sencorp Systems Inc. 400 Kidds Hill Rd. Hyannis,MA 02601 Project Name: Sencozp Report No. 1-9158-3 PLACEMENT INF'ORMATION: Weather: Temp. (°F): Sampled by: Placement Location:—„ Fabricated?-7.95 Concrete Supplier: _. Ticket No.: Truck No.: Set 1 of_,§—Cylinders Storage Location: _ FIELD TEST RESULTS OF PLASTIC CONCRETE: Slu#n(:n:)-:' Aar Coatcht(°;;:_ Temp.(°F):__ Unit Weight(pct); PLANT TEST R.ES(.'LTS: Mix Proportions: C-=eat-. Fly Ash: (lbs.per C.Y:) Fine Agg.; Coarse.Agg.: Water(gals,): A.E.A (oz.)- W,R.A.(oz.). Other: COMPRESSIVE STRENGTH(ASTM C 39,C 109) 6"x 12"Cylinder X 4"x 8"Cylinder 3"x 6"Cylinder 2"x 2"Cube LABORATORY PROJECT DATE DATE AGE COMPRESSIVE BREAK NUMBER NUMBER RECEIVED TESTED DAYS STRENGTH(psi) TYPE I A. 1-9158 07-12-99 07-14-99 7 2800 B 08-04-99 28 C 08-04-99 28 D 08-04-99 28 Specification Requirement: 1 26 X.Cylinders made by ATC X Cylinders picked up by ATC _Test results cote ly with representative. representative, applicable specifications. _Cylindeis-rnade-by Architect's Cylinders delivered to Test results do not comply or Contractor's representative. Laboratory. —with applicable specifications. Respectfully submitted, ATC Associates Inc. 40 R000ie Robd Unit ti • Avon,(01A C2322 - r5081 588-0855 - FAX ,506) 588-24!4 107 Snake(Road -East Longmeadow, MA 01023 • (413) 525-5737 • FAX (413) 525-098C w 1805 L2(rabee'Road - Westbr00k. ME 04092 - (207) 854.2980 - FAX (207)854.8094 �:� I ::�Aut;-C3-99 09:28 From-DT SENCORP 5087712504 T-065 P-06/06 F-826 (YA ASS OCIATE S I N C . RECORD OF CONCRETE COMPRESSIVE STRENGTH TEST RESULTS Client Name: Mr.Bill Craig Date: July 14, 1999 Sencorp Systems Inc. 400 Kidds Hill Rd. Hyannis,MA 02601 Project Name: Sencotp Report No. 1.9158-4 PLACEMENT INFORMATION. Weather: Temp.('F): Sampled by: _ Placemeat Location: Fabri(;at-,d 7-7-99 _ Concrete Supplier: Ticket No.: 'Truck No.: Set 2 of 4 Cylinders Storage Loeadon: FIELD TEST RESMIS OF PLASTIC CONCRETE: slump irl,); Air Content 1%): Temp.(°F): - Unit Weight t,pct�: PLANT TEST RESULTS: Mix Proportions: Cement: Fly Ash; (tbs.per C.Y.) Fine Agg.: Coarse Agg.: Water(gals.): A.E.A.(oz.): W.R.A.(ez.): Other: COMPRESSIVE STRENGTH(ASTIVI C 39,C 109) 6"x 12"Cylinder X 4"x 8"Cylinder_ 3"x 6"Cylinder_ 2"x 2"Cube LA130RATORY PROJECT DATE DATE AGE COMPRESSIVE BREAK NUMBER NUMBER RECEIVED TESTED DAYS STRENGTH(psi) TYPE 2 A 1-9158 07-12-99 07-14-99 7 2710 B 08-04-99 28 C OS-04-99 28 D 08-04-99 28 Specification Requirement: 28 x Cylinders made by ATC x Cylinders picked up by ATC _Test results comply With representative, representative, applicable specifications. _Cylinders made by Architect's _Cylinders delivered to Test results do not comply or Contractor's representative. Laboratory. ""with applicable specifications. Respectfully submitted, ATC Associates Inc. 44C,Robbie Road Ury H - Avon, MA 02322•. (508; 588 0886 • >AX (5081 588-2414 167 Shaker Road - East Longmeadow. MA 01028 - (413) 525.5737 - FAX {413) 525-0980 a► If Larraboo Road - Westbrook, ME 04092 - (207� 854-2980 - FAX (207)854.8694 t� F*b 18 99 01 : 40p J. Calnan & Rssociates 617-788-1994 p. 1 s t I CaInan & Associates, Inc® 170 Forbes Road, Suite 106, Braintree, NIA 02184 Tel. (781)849-0022 Fax (781) 849-0053 FAX TRANSMITTAL SHEET RE: 124 cc a,of c;rC AFS 1" FROM: AAV C. /' y4o.' DATE: j:X A TIME- FACSIMILE NUMBER TRANSMITTING TO: (SDg) 790- d23o We are sending a total of I pages including this cover sheet. COMMENTS: /�s It"a✓d /yo c;/a lea Qc9,j,=-Si 0i45(50 77/ -0 2 8z- Should you not receive the indicated number of pages,or should you have any questions , please call (781) 849-0022 for assistance. THANK YOU Fib 18 99 01 : 40p J. Calnan a Associates 617-788-1994 p. 2 s` E717- (bYConcrete Cylinder Test Result CF-11 �� rigQs Engineering & Testine PROJf`CT;A Division of!PK Associates, inc. PROJECT#. 70Z Date:Client: Cement Brand or Class: Approved Mix Design Location: Mix proportions Wt ) 1 cubic yard Amount !Cement ibs. Ticket No,: �fj Batch Time: Fine A re ate ibs, .� Stren th Deilvered: Coarse AqQregate lbs. J Water Gals Stren th Re uired: Water Reducin Oz. Set No.: Time of Test. Truck No.: Load Air Entrainin 0z Other Number of C i.: C.A. Size: oz. Slump � Air Conten ASTM C-143 L- 5 ry-field Una Vlleight pcf Target: Concrete Temp.- ASTM ASTM C-138 P•� �® Air Temp.: � � ASTM C-10fi4 temarks: Contractor and � B whom re ared: ,roducer are both responsible 5 to x S Sal . 20 Concrete Source. 70 _ . added water as per ASTFd of water Z5 General Contractor -94. Discharge time limit 5 added 30 35 ,1 Storage Location:a9 6W min max � min, or 300 revolutions. 00 55�� dp Curing Sox: Curing Temp.F° •-- CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM Gat and C-39 3 Ga Air D Unit Wei ht: cf Unit Wei ht As Received: )ecimen Date Age Dia. Height Area Density Max.Load Com ressive T cf 'umber Tested at test in. p YPe�Fracture �n. s ' in• cf LBS. Stren h PSI ,n t � 1 (ASTM C•39 (/r } / �{I - J i 11 } kw/ tb c2j, 5 i i I � zn 1 � rr ; T Approved: '+ r PROJECT: SENCORP HYANNIS I EiRi68S Chivas Associate5 PROJECT NO.: 82872 A')h)civr,of PK As.wines.Ire. DATE. 1/7/99 CONCRETE CYLINDER FIELD TEST RESULTS - CF - 11 CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 The frillowing is a report of laboratory test results for concrete cylinders cast in field.To correlate these results with. field teitin8, simply match DATE CAST, and 5> Ttr with field ii'Sspectiun re punts. SET SPECIMEN DATE OATf AGE 9IA.BF AREA At NSITY MAX. REQ'D GAMPRESSIV TYPEQF r NUMBER CAST TESTED TEST CYL.(in) sq.in. (pcf.) LOAD f,� E STRENGTH FRACTURE (lbs) (pit) ASTM CJ9) 1 )A-CBO 11/02/9 11/30/9 28 6"CYL 28.26 143.2 142,728 3000 5,050 D l 16-CB0 1I/02/9 11/30/9 28 6"CYL 28.26 143.4 126,722 3UUU 4,460 D 1 2A 11/03/9 11/10/9 7DAY 6"CYL 28.26 140.3 102,114 3000 3;610 D 1 28 11/03/9 12/1/98 28 6"CYL 28.26 140.] 124,859 3000 4;420 D 1 2C 11/03/9 12/1/98 28 6"CYL 28.26 140.1 126,528 3000 4,480 D I 2D 11%03/9 12/1/98 28 6"CYL 28.261 140.2 123,084 3000 4,360 D 1 3A 11/06/9 11/13/9 7DAY 6"CYL 28.26 141.7 91,307 3000 3,230 D .1 3B L1/06/9 12/4/98 28 6"CYL 28.26 141.7 1 126,417 3000 4,470 D 1 3C 11;06/9 12/4/98 28 6"CYL 28.26 141.8 128,962 3000 4,560 D I 3D 11/06/9 12/4/98 28 6"CYL 28.26 141.6 126,316 3000 4,470 D 1 4A 11/09/9 11/16/9f 7DAY 6"CYL 28.26 143.3 98,2181 30M 3,480 D 1 48 11/09/9 12/7/98 28 6"CYL 28.261 143.2 131.2421 3000 4,640 D 1 4C 11/09/9 12/7/98 28 6"CYL 28.26 142.9 133,284 iU00 4,720 D 1 4D tI//09/9- 12/7/98 28 6"CYL 28,26 1410 134,481 �000 4,760 D 1 5A 11/10/911/17/9 ?DAY 6"CYL 28.26 143.0 78„263 3000 2,770 D 1 56 111'10/9 12/7/98 28 6"CYL 28.26 143.1 123,542 3000 4,370 D t 6A 11/12/9 11/19/9 7DAY 6"CYL 28.26 142.5 103,496 1000 3,660 D 1 66 It1/12/9 12/10/9 f 28 6"CYL 28.26 142.4 143,105 ?000 5,060 D I 6C ll/12/9 12/10/9 28 6"CYL 28.261 142.3 142,6561 3000 5,050 D I 6D 111/11!9,1.2/10/9 28 6"CYL 28.26 142.7 14G,2221 3000 5,170 D 1 7A Ill/13/9ll/20/9 7DAY 6"CYL . 28.26 141.7 84,395 3000 2,990 D ] 713 11 13/912/11/9 28 6"CYL 28.26 142.2 127,875 3U00 4,520 D 1 7C 11/13/9 12/11 91 28 6"CYL 28.26 141..7 132,716 3000 41,700 D i 7D i1/13/9 [2/11/94 28 6"CYL 28.26 141.6 133,504 000 1 4,720 D 1 8A 111 /16/9 11/23/9 7DAY 6"CYL 28.26 142.9 55,819 ?000 1,980 D i 88 11/16/9 12/l4/9 28 6"CYL 28.26 143.2 91,050 3000 3,220 D 1 8C 11/16/9 12/14/9 28 6"CYL 28.26 142.9 97;500 3000 3,450 D Remarks: .'A 6 e,N.0. APPROVED: PROJECT: SENCORP .HYANNIS BFtI©A6 Briggs Associates PROJECT NO.: 82872 A Dtvimin of PK A:<nr,me;,INC. DATE: 1/7/99 - CONCRETE CYLINDER FIELD TEST RESULTS - CF - 11 CONCRETE SAMPLES .FABRICATED AND TESTED PER ASTM C-31 The following i, a report of laboratory test results for concrete cylinders cast in field. To correlate these results with field teStiilg, SiiYiply fnatCh IDATL• CAST, and SET# with field iiispectibri Moods. 5€T SPceflki N DATE DATE AC>6 DIA:OF AREA DENSITY MAX. REQ'D COMPRESSIV 7YPEOP LOAD E STRENGTH FRACTURE M NUMBER CAST TESTED TEST CYL.(in) sq.in. (pcf.) (Ibs) Pc 1PA) ASTM42-j9) 1 8D tl/16/9 l2/14/9 28 6"CYL 28.26 142.7 93,250 3000 3,300 D 1 9A-CBO 11/20/9 12/18/9 28 6"CYL 28.26 143.9 152,500 3000 5,400 D 1 9B-CBO 11/20/9 l2/18/9 28 6"CYL 28.26 144.2 148,500 3000 5.250 D 1kI 0A 1'1/25/9 I2/2/98 7DAY 6"CYL 28.26 142.9 68,587 4000 2,430 D 10B 11/25/9 l2/23/9 28 6"CYL 28,26 142,9 124,306 4000 4;400 D 10C 11/25/9 12/23/9 28 6"CYL 28.26 143.4 128,121 4000 4,530 B 10D 11/25/9 t2/23,19 28 6"CYL 28.26 143.'0 125,120 4000 4,430 D 2 11A II/25/9 12/2/98 7DAY 6"CYL 28.26 143.7 1 80,0551 4000 2,830 D 2 11B 11 /25/9 12/23;9 24 6"CYt 28.26 1.44.2 137,Oa8 4000 4,850 D 2 11C 11/25/9 l2/23/9 28 6CYt 28.26 143.2 135,229 4000 4,790 D 2 11D I1/25/91.2/23/9 28 6''CYL 28.26 143.4 131,781 4000 4,660 D 3 1ZA 11/25/9 12/2/98 7DAY 6"CYL 28.26 143.5 66,538 4000 2,350 D 3 12B 11/25/9 12/23/9 28 6"CYL 28.26 143.9 125,814 4000 4,450 D 3 12C 11/25/9 12/23/9 28 6"CYL 28-261 143.1 126,744 4000 4;480 13 3 12D ll/25/9t 12j23/9 2n 6"CYL 213.2E I 143A _ 124,781 4000 4,420 D - 2 .26 140.4 77,609 3000 2,7 0 D 12/8/98 7DAY 6CYt 8 , 1 13A C.B012/0]/9 1 13B-CBO l2/01/9 l2;29/9 2I 6"CYL 28.26 142.1 117,344 3000 4,150 D 1 13C=CB0 l2/01/9 12/29/9 2K 6"CYL 28.26 139.5 113,989 3000 4;030 D 1 14A-CB012/03/9l2/10/9 7DAY 6'CYL 28.26 139.3 72,250 3000 2,560 D 1 laB=CBO l2/03/9 L2!31;9 28 6"CYL 28.26 142.1 130,500 3000 4,620 D -�---- 1 14C-CB0 l2/03/9 l2/31/9 26 . 6"CYL 28.26 140.9 1 127,500 300 4,510 D 1 14D CB012r'03/9 12/31;9 2K b"C`fL 28.2b i38.') i32,000 3Gu,� 4,670 D 1 15A 112/07/9 l2/14/9 7DAY GCYL 28.261 143.4 84,973 40M 3,010 D i 15)133 12/07%9 1i4/99 28 l6"CYL =26145-0137,745 40W 4,870 D 1 15C l2/07/9 1/4/99 28 16"CYL 28.26 142.1 144,186 4000 5,100 D t 15D t2i'07/9 1/4/99 28 ' 6'CYL 28.26 143.1 117,752 4000 4,870 D 2 16A t2/07/912/14/9 7DAY h"CYL 28.26 iaz.i 83;063 a0t10 2,940 D Remarks: _ _ APPROVED: - .. ._ ------------ cc :spot 66 .2-0 NUf STd S2,0 JN I�iSSN I SNS� SJJ I tJg Z736L-iL6-LT9-i l rRoJEcr: SENCORP HYANNIS 6R1605 Briggs associates PROJECT NO.: 82872 A Ua,;s,n i n%Pi(AWCinfci.Lit. DATE: ]/7/99 CONCRETE CYLINDER FIELD TEST RESULTS - CF - 11 CONCRETE SAMPLES FABRICATED AND TESTED PER ASTM C-31 The following is a report of laboratory test results for concrete cylinders cast in field.To correlate these results with field testing, simply match DATE CAST, and SET# with field inspection reports SET SPECIMEN DATE DATE AGE DIA.OF AREA DENSITY NIAX REQ'D COMPRESSIV TYrEoi NEdNtBE�t CAST TESTED TEST GYL.(in) sq.in. (pEf.l LOAD f,c E STRENGTH FRACTURE (lbs) tpsi,) RSTh4 C39) 2 16B 12/07;9 1/4/99 28 6'CY1., 28.26 140.9 119,540 4000 4,230 D 2 16C 12/07/9 1/4/99 28 6"CYL 28.26 1 142.5 121,767 4000 4,310 D 16D 12/07/9 1/4/99 28 6"CYL 28.26 139.4 124,466 4000 4,400 D 3 17A 12/07/9f 12/14/9 7DAY 6"CYL 28.26 142.6 96,500 4000 3,410 D 3 17B 12/07/9 1/4/99 28 6"CYL 28.26 142.8 1 109,628 4000 3,880 D 3 17C 12/07/9 1/4/99 28 6"CYL 28.26 141.5 107,769 4000 3,810 D 3 17D 12/07/9 2/1/99 56 6"CYL 28.26 141.1 4000 0 Remarks: APPROVED: 99 =eo 66 .L© Ntjt' 9 T d SLO E)N I�_1:133N I ONEI Ses I as Z86LL—T L8—L T 9—T Fete 19 99 86: 46a J. Calrian s, Associates 617-788-1994 P. 2 Fax Feb 12 '99 09:18 P.02 KEVILLE ENTERPRISES, iic. WBE.DBE Certified °s 475 School Street,Suite 11.Marshfield-MA 02050 Phone 781837-3884 Fax 781837-4091 O7ru C45QwG� DAILY FIELD ]REPORT Client Naive: Mr. William Craig Date; February 11, 1999 SENCORP 400 Kidd''s Hill Road Hyannis, MA Prgject dame: SENCORP Building Addition ReportNo. 9902-001 WeatherClear 48°F Reported to the subject project for the purpose of conducting structural stcel inspections. The following activities were obsenedon this date: L �QNTRACT®R AR f1VI�'tpS- l. Two welders from Cape Cod Welding were production weiding the bar joist seats along column lines F and G. All welding accomplished;his date cansisted of depositing fillet welds in the flat position. II. ILSPECTIO�TS: 1. Reviewed the Welding Procedure Specification for Priggen Steel Building Corp. This is a pregvalifed procedure. The WPS complies with the requirements ofAWS DI A,Structural Welding Code for Steel. 2. Reviewed the welder qualifications for Eliot Levin and Eric Levin of Crape Cod Welding. Both welders are certified to AWS D1.5,Bridge Welding Code. D1.5,upeisedes D1,1,Structural Welding Code for Steel. Both welder's certifications are acceptable for use on this project. 3. Accomptished a final visual inspmtion of the welds for the bar joist seats along Column Lime F and 0 from.line 7 through 13. All welds inspected this date Wmply with the contract drawings for size and are acceptable in accordance with the requirements ofAWS D1.1,Structural Welding Code for Steel. ~_ Respectfully.Subntiitted, a PA<::;re.40CC,41o� V y' David P. Deveau CW1#95100461 Feb 19 99 08: 46a J. Calnan & Rssociates 617-788-1994 p. l J. CaInan & Associates, Inc. 170 Forbes Road, Suite 106, Braintree, MA 02184 Tel. (781) 849-0022 Fax(781) 849-0053 FAX TRANSMITTAL SHEET TO: E=L Ue. 6ue/01L Td q OF: /1?19?,V S;r4zc c' 9LOG �C1G P r RE: 4--col4.L.4= C/Y% /,vsP 100Pod r- FROM: •At•97, C DATE: 2111 f59 TIME: 8' Yo FACSIMILE NUMBER TRANSMITTING TO: S08- 75o - e2S0 We are sending a total of R pages including this cover sheet. COMMENTS: Ec. - &)0vco (9f2 tGcar?rt COAL Owk L►rbiT r`O Y v r Should you not receive the indicated number of pages, or should you have any questions , please call 1781)849-0022 for assistance. THANK YOU Feb 19 99 08: 46a J. Calnan $ Rssocnates 617-788-1994 p. 3 Fax Fei] 18 '9 10:32 P.01 A "I"RANSMISSION KEVILLE ENTERP'IUSES,INC. 475 SCHOOL STREET SUrrF I MARSMFIELD, MA 02050 (e 1 7) 464-01 77 FAX: 16 171 454.0 1 8 2 To: BILL C'tAw Date: February '8 1999 Fax : 1-508-790-0753 Pages: 5, including this cover sheet. From: DAVE DEVEAU Subject: DAILI' FmLD RF-PoRT COMME1VT& Dill, Attached are any daily field rePorts for Tuesday and Wednesday February 16 & 17, 1999, 1f you have any questions, I can be reached at (617) 464-0177. Fels 19 99 08: 47a J. Calnan & Associates 1317-788-1994 P. 5 Fax- Feb 18 '99 10:35 P.01 F A"'K R A N M V 36'10 N KEVILLE ENTERPRISES,INC. 475 SCHOOL STREL-r• SI rE I i MARSHFIELD, MA C21-350 to 1 7)4e4-01 77 FAx: (6 i 7) 454-C 18 2 To: BILL C RAIG Date: February 18, 1999 Fax#: 1-509-790-0753 Pages: 5, including this cover sheet. From: DA`vT DElrEAiJ Subject: DAILY FIELD REPORT C OMNE.NTS: Bill, Attached are my daily held reports for Tuesday and Wednesday February 16 & 17, 1999. If you have any questions, I can be reached at (617) 464-0177. Feb 19 99 08: 46a J. Calnan & Rssoniates 617-788-1994 p. 4 Fix Feb 18 199 10:32 P.02 '3COOV4 NA, x _4 KEVIL.LE ENTERPRISES iNc• WBE.DBE Certified 475 School Street,Suite 11,Marshfield, MA 02050 Phone 78I 837-3884 Fax 781 837-4091 sLaT@/'c7jp DAILY FIIEILID RFP®1RT Client Name: Mr.William Craig SENCORP Date;February 17, 1999 400 Kidd's Hill Road Hyannis,MA Pmiect Name- SFNr.ORP Rai ltiino Additinn Rrnnrt Nn 9q()7_{D0-j Feb 19 99 08: 49a J. Calnan & Associates 617-788-1S94 P. 9 ax Feb 18 '99 10:35 P.05 �b'u`t'oH M9 A-z-VILLEENTERPRISES a ,W9Fw D8E cenIce'a `atis 4�� 475 Schaal 3€reet,Suite 11.Marshfield,Iv1A 02050 Pi 1e 781 831.3894 Fax 781 837�4(391 r r c WELDING INSPECTMN REP() PROJECT: SENCORP. -BUILDINGS AGOITION ---------- CONTRACTOR; _PR STEEL WELDING AT LOCATION: BUILDING CO. ROOF ua+er aeaiYa seq®1a ear.uata c To o,u1�es, , 1NRte 13,AND cCIFJi4N9 C TO LdNEB t T1tltLl.1. ' DRAWwG/REV: SUBMITTAL: WELDING CODE APPLICABLE AMR D1.1 WELDING PROCEDURE NO: 'PRIGGEN S i EEL WPS;'i1�� IN s>aECTOR/CW1 DATE l ACCEPTABLE' UNACCEPTA» ELDINCs PROCEDURE FOR POSITION OF WELD DAVE DEVEAULE ELDER CERTIFIED FOR POSITIO r-- Xx -- DAVE DEVEAU PROPER TYPE OF FILLER MATERIAL . DINT CONFIGU ' 'ION REQUIRED DAVE DEVEAUaral,yta yta � jq{. DA� E DEVEAU 1/11,MIS,L17 xx OINT CLEANED PRIOR TO WELDING. JOINT PREHEATED AS REQli1RED 13AVE DEt/EAU �11�aws,u17 �X)( _ NIA N/A ` SLAG REMOVED 8 TWEEN PASSES DAVE DEVEAU 11 IN wly )C):IN PROCESS VISUAL INSPECTION !SAVE PEVEAU 11.Lli MY --'—"` FINAL VISUAL INSPECTION ! D. VE DEVEAU �tn� rr1 zt� xx INSPECTOR: ° DATE: . Feb 19 99 08: 49a J. Calnen a Associates 617-788-1994 p. 8 Fax �� 18 '99 10:35 P.©4 Nx-VILLE ENTERPRISES 9 INC, • W8�DBE Certified., 47$School Stress.Sane i 1,Marshfield, 4A 02050 Phoas 781837,3 F. 781 837-409! �L�ho"4µea DAILY FIELD IMPORT Client Name: Mr. Wi31iarn Craig SBNCOIRP' - Dad:February 17, 1999. '400 Kid d's Hill Road,: Hyan ni$,MA . Project Name' SENCOR?Building Addition Report No. '9902-00.3 ` Page 2 of 2 2. Checked the vertical alignineirt of the follsiwiizrg c lu Gl throia o rrrrls: gh C113,A/I through D/13, E/1 throug' h E/13,/1,F/13 and C/13. The aligrnment of these.cottimns'on this date are within the tolerances specifed by A1SC Manual of Steel Co Edition. tistructeor:, 9th• respectfully su�r�ritted;: ` David P'.1 eveau +CW1#952'OQ461 Feb 19 99 08: 47a J. Calnan a Associates 617-788-1994 p. 7 " Fax Feb 18 `99 10:35 P.03 ��tter M�p� x IMVILLE ENTERPkISES, INC we e Q DOECertiGed 475 School Street,Suite 11.Marshfield,MA 02050 Phone 781837.3884 Fax 7818374091 row DAILY FIELD REPORT Client Name: Mr;,'iR/iiliatri Craag Dater Feb 17 1999 SENCORP. ruary ' 400.Kidd's Hill Road Hyawis.MA. Projcct Nance:.:• SENC®RP Building Addition Report No. 9902.003 Page I of .2 . Weather: Partly cloudy, 37°F Reported to the subjeci project fdr.the purpose of conducting stnicturatsteel following activities were.observed on this date: mspectigns. The I, co ArTIVITIFC . 1. .Priggen Steel laid.out bar joists between'Column Lines C and D and D and E from litres 1 through'3.. " 2, Production welded the bar�oist seats frortl colu' C11 through C/3 (se is oit;east side of beam),D11 through_DJ3 (seats or.the east and west side of beam), and Elf through E/3 (seats on the west side of beam), All we!dirtg was accomplished by certified and qualified welders from Cape Cod Welding. 3.'.'Florizontal I x I,#angle bar joist bridging was fit-and'welded between columns F and G and E from lines 8 through 13., Ail welding was accomplished by certified and ,qualified welders from Cape Cod Welding, "IL INSPECTION : V, Accomplished a f rW visual inspectiotl,of the wveldsfor the.bar.joist'seats:along the;; ;r.:. following lines: C/I through C13 {seats on east side ofbea );D/l through D%3 seats on ` east and west side.ofbeam),E/1 through E13 (seats on the eastasid west side of beam), F/1 through F/3 (seats on the east and west side of beam), and G/1 to G12': .Ail.welds inspected this date comply with the contract drawings for maximum size fillet and are acceptable in accordance with the requirements ofAWS D1,1, Structural Welding Code for Steel. Feb 19 .99 08: 47a J. Calnan 81 Associates 817-788-1.994 p. B Fax Feb 1S 'Sq 10:- �.02 ¢ ttow Mqy ,® $ Y" NTERPISE , ,SIC. I :. • - wetr;.DBE CCArM 473 5r.bno1 strew suite 11.Marshfield,MA 02050 Phone 781 837.3884 low Fax 7$1 $37-4091 l�'t� PA-M'V FULD.RE-FORT Client.Nune: Mr.Wipiam Craig SENCORP Date:Febnaary 16;.1999 400 Kidd's Hi11 IL64d H*nis,MA Project Namc.- SENCOU B�iiiding Addilion Report?vo: 9902-402 Weather: Clear 43..°P Reported to the subject'prdject for the purpose of.ctznducting structural steel ans �ctio following activities avers observed on this date: P �1s. The : I. Priggery Steel continued to lay out bar joists beAwreen G Column Lines E and gFaad and 2. Production welding continued on the bar joist seats along these see coluarm line's: welding was accomplished by certified and qualified welders from.Cape Cod Weldi All Welding. 1. Accomplished a final visual inspection ofthe welds for:tlte b2rjoist seats along1th following lines:•G/2 through G/7, F,3,through F/7(seats an east side ofo' ` e , through P'/I.3 (seats on west side of beam% E/3 tl�Jough E/6 and E/6.8 th�r�ouuO 11 welds inspected this date comply with the contract drawings for maximum size fillet and are acceptable in accordance with the requirements of AWS D 1.1;Structural Welding Code for Steel. g R.e�Pa'tfull Y Sub Witted;. David P. Deveau CW7#951004b 1 UNITED STRUCTURES of AMEAIC&INC. FOUNTAINHEAD ROAD MAIL TO:P.O.BOX 605 POR°LAND.TENNESSEE 37148 615.325-7351 October 19, 1996 Pnggen Steel Buildings P. O. Box 1039 Wrentham, MA 02093 RE: U.S.A. Job No.: 23622E-1099 Customer: Sencorp Building:SS-2150 x 300 x 27'-6 %- ]obsite•Hyannis,MA Bays: 12 0 25 Slope: 1/4.12 Gentlemen: United Structures certifies the above referenced building(s)has been designed in accordance with the Cold Form Steel Design Manual,and the AISC(9v'Ed.)Steel Construction Manual. 'the design loadings 1986 AISI below were applied in accordance with U.S.A.'s standard practices and inte g ngs of t d e Massachusetts Building Code, Exposure C. rpretation of the latest Edition of the Dead Load Metal building only as furnished by United Structures of America,Inc- Live Load 25 PSF No Reduction WInd Load 90 MPH Importance Factor 1.0 Enclosed Ground Snow Load 25 PSF Ce 4.0 Collateral Load 5 PSF Seismic Data Av =0.1 Az = 0.1 SHEG = 1 SPC = C Mezzanine Dead Load 30 Live Load 100 This letter or certification applies solely to the building(s) and Its component parts as furnished by U.S.A.,Inc. and Specifically excluded Foundations,masonry, or general contract work to include erection certification. The design and certification for this project Is In accordance with the previsions and loads specified on the building order. The buyer Is responsible to insure all specified loads are In compliance with local regulatory authorities. This building is designed and fabricated by U.S.A. at either the Houston, TX. Or Portland,TN, facility, both of which are tegory M B). t i i I WI Y I I G - I Po rjf E c N 1►L � I I I I I l �� 14 10 11 12 C� ,i i-- 23'-E" 76'-4^ NORTH — — I I I i I I I I I I I I I N CC� D4 0 o c 0 0 0 o N N c D9 N i WI N N N DS D10 I I I I I I I I I I I I I m 3 D4 o o o D9 m n ^ o 0 D4 D9 N I I I I I I I I I I I I I N N O— D3 ' o 0 D8 I I I I I I I I I I 1 I I ry SOUTH n �•�y 24•-o^ 25•-0^ 25'-0^ I 2s•-0^ 2s•-o^ zs•-0" zs•-o^ zs•-o^ 25'-0^ zs•-o" zs'-o" 24•- ENE ter,• «'111111 �i• —�fo---- -- --�- EAU 11 300'-0" BL to BL _ M1 F11 I'-I �O� FG/STEREO PrDjk y: 403 BIDg: 1 Plane: 1 Finished Floor Elevation - 100'-0^ (Unless Otherwise Noted) FssiQNAL 1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE Building Code: SMAST FURNISHED BY OTHERS Live Ld IW/O Trip Red) 25.0 psf Anchor BO1C TQ9E3016 9 2. ANCHOR BOLT DIAMETERS MERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER Coll. Ld (g[a vicyyl: S.0 peL AISC SPECIFICATIONS IFY 36 HS11. ANCHOR BOLT LENGTH AND METHOD OF Coll. LO lupliLcl: 0.0 p.L TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS AR6 TO Bfi OfiT6RMIN8D Wind Speed: 90.0 mph Pr1gg¢n Steel Guiding Co., Inc. 10/16/9 BY OTHERS. Wind fixp. Cat.: B SenCOrp Systems IOC. 1. FOUDESIGNDA LOADS AND REACTIONS AR6 FURNISHED ON OTHER DOCUMENTS. Ground Snor: 25.0 pe[ 10:2 <. FOUNDATION MUST B6 LEVEL, SOUARB, AND SMOOTH. ANCHOR BOLTS MUST BE Roof SDOW: 25.0 pe[ Hyannis. MA ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT PIT. Snout Exp. Cec.: 3 Be,..in zone: ] Senco Systems Inc Buil.ding use Cat.: 1 L'P Y Auxf liar Loa de ONE NTS euildin Addi ion l FL 4-_ B" qq FL FL (2)3/4 0 A-36 A.Bolls (2)3/4" Dia.A-35 A.Bolts (4)3/4- Dia. -36 PlateI A.Bolts (4)3/4' Dia.A-35 A.BoItS (2) 1. L-8 -3�8- Plate L-10' W-B" T-3/8*S Plate L-3-3 Iola 3/4" Dia A-36 A.Bolts (2113/4 A-36 A.Bolts a jon�,9'OT Plate L-I'-O" W-B* 7-3/8" Elevation- Elevation- fop'-O' W-B T-3/8" Plate L-I -I" W-8".T-3 13" Loia -9'01-3�8- 10 -0 Elevation- too _O* Elevation- 100 -0", Elevation- 100*-0' P aElLaZli'O'n� to -0 DI D2 D3 D4 D5 D6 �4 ��: 4- a' 14 FL LF- 2 112' 1' 0" FL (2)3/4- Da.A-36 A.Bolts (4)3/4' Dia,A-36 A.Bolts (4)3/4' O ia.A-36 A.BoltS (2)3/4* Oia.A-36 A.Bolts (4)3/49 18.A-36 A.Bolts 14 /4""1A-!6 A.BoltsPlate L-18" W-B' T-3/0' Plate L_1-3 W-8 T-3/81 Plate L-1' _I. W_8T-3/8" Plate L-1 -0' W-8' T-3/8" Plate L:' _6_ .-to- T-3/8- Plate L- 75; w10" T73/8*Ele,ation- 100'-0" Elevation- Elevation- t0 0 -0' Elevation- too -0' Elevation- 100-0- Elevation- l00 _0D7 08 D9 010 Oil 012 f-112" DIAMETER CONCRETE F 2 /2" PROJECTION (U.O.N.) ANCHORS T BY VP) BOTTOM OF COLUMN EQ. BASE PLATE ELEV. VARIES T 3" BOTTOM OF --- - — - -�Vi OF M4,�. T z COLUMN EQ, 0 BASE PLATE q ' 1 -7 1 114" OPENING WID E -�i—TD - 112- NOTE: I" PROJECTION ABOVE u FLUSH = 0" BOTTOM OF JAMB CLIP 401 7711 (4)3/4" Dia.A-36 A.BoltS Plate L 01STS Elevation- 11'-6' W-10' T-3/B" TYPICAL ANCHOR TYPICAL COLUMN ,BY.ti on- 100'-0"013 BOLT PROJECTION BASE PLATE DETAIL FRAMED OPENING DETAIL '�TIOIVA Pro)ky: 483 8109: 1 Plane: I 1. CONCRETE. GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE e i]oL%,ngwCo e: 5MAST FURNISHED BY OTHERS 0 0 C Live /0 Tro;;d) 25.50tPiif Anchor Bolt T0981016095356 2 ANCHOR BOLT DIAMETERS WERE DETERMINED CSY ALLOWABLE SHEAR AND TENSION PER Coll. LO (gravity):a 5.0 p AISCSPECFICATIONS (FY - 36 kSl). ANCHOR BOLT LENGTHAND METHOD OF COIL. 0.0 05f TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED deoup I I f": Fir i ggen Steel Bu i it i ng Co Inc. 10/35/9 BY OT HERS W pe 9 '0-on 3 W:nd Exo. Cat.: Bo DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. Groond Snow: 25 10:2 4. FOUNDATION MUST BE LEVEL. SOUARE. AND SMOOTH, ANCHOR BOLTS MUST BE R..' S.... Sencorp Systems Inc. ACCURATELY ON 2 :0 P. CURATELY PLACED AS SHOWN THIS DRAWING OR STEEL WILL NOT FIT. Snow Exp. Cat.: 35 0 D Hyannis. MA Seismic Zone: 2 Sencorp Systems Inc Cat .: Au. -d. NONE NTS Su]lclingAtl0lt ion rPiCwi/wNGE BRwC[CWNECnOH - 150-0 3/e• I\L3/ © 0.250:12 �' 4F r 2 r —n---ry--n-- -------------------- _ ----------------- �RBXIS -- -- f v PL3RBX16 FL3RBX17 R8X18 5 PL3RBXI9 FB3037 O O i !(2)FB3003 c i i � H H u f IFB2096 Q �FB2095 u i o r i � (2)FB2071� i i i ____________________________ __._ _ F 50 0• 50 -0" + 48-11• F7 B 1/2" r� ---- 150'-0• ® 5'-1 1/4" © 7'-5 1/4^ F4 3 7/16" © 1'-0 3/16" OF Mgssq 01 1'-1' Elevation at Frame Line 3 Q Prolk y; 483 Bldg: 1 Plane: 9 GENE yG 1. A32S HIGH STRENGTH BOLTS SMALL BE TIGHTENED IN ACCORDANCE WITH THE Building Code: SHAST � �( •SPECIFICATION FOR STRUCTURAL JOINTS USING ASTN A325 OR A490 BOLTS• Live Ld(W/O Trlb Red) 25.0 Def Frame Elevation �•4 SECTION 5(C) 'TURN-OF-NUT TIGHTENING•. Coll. Ld (g ra vityyl: ) 2 pat 2. USE ICON DIA. A107 BOLTS FOR PURLIN TO PRANG, GIRT TO PRAMS, AND GIRT TO Coll. Ld (uplift : 0.0 pat V /s/� CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Wind Spead: 90.0 mph Priggen Steel Buiding CO., In n -, it /16/9 J. INSTALLATION OF ADEOUATB TEMPORARY BRACING POP.USE UNTIL CONSTRUCTION Wind Exp. Ca B Bancorp Syetema IGC. A -r `/•` IS COMP LEtE, IS THE RESPONSIBILITY OF THE ERECTOR. Ground Snout: 25.0 pet FC' R�O �vv 10:5 Root Snow: 25.0 pef /S Snow ExP. Cat.: 3 Hyannis, MA u Seismic Eon- 2 � n4Sf�NA Building Use Cat- 1 SenCOrp Systems I Inc Auxiliary Load. NONE NTS Building_,Addition_ U2 3 U4 8 U6 12 -- -s--s �' N N N N W W M T-NWT= N y pl I N a v 1 I 1 I I 1 1 1 1 I I I I ♦ I • 1 I 1 I I I I i t • I I I I I I I 1 1 I I 1 I I 1 I I I I I 1 I I N • 1 • I ' 1 1 I 1 I • I ♦ I 1 N I I I 1 I I I G E . 1 — o I I I 1 I 1 I 1 I 1 b I I I I I 1 I 1 1 I 1 1 N I ♦ I ♦ I I 1 1 I 1 I ♦ 1 ♦ I I 1 I I 1 I 1 1 I 1 I i 1 r_ 1 I I 1 1 I I I I ry I ♦ I ♦ I 1 1 I 1 I ♦ I ♦ I 1 - N I I IL 1 1 I I -----. I ----- ---- 1 ------ W.. 2 -0'y� 23-8" _yp� 25-0' + 25'-0" I 25-0' t 25'-0' y� 23'-B' y� 25'-0" I 25'-0" + 25' 0` y� 23' 8" E 24' 0' tl II "��Illflflfl 300'-0` OF p I-0" '9G' NE � PrO)ky: 483 Bldg: I Plane: 6 1. UNLESS NOTED. USE 1/2' DIAMETER A-307 BOLTS FOR PURLIM LAP. B. 11d1n9 Code: SMAST EAU PURLIN i0 FRAME. FLANGE BRACE TO FRAME, AND FLANGE BRACE TO PURLIN CONNECTIONS. Live Ld IM/O T[ib Red) 25.0 p.1 Roof Secondary c� '(Q98}GiG�95356 H SEE J0B DETAILS FOR BOLT LENGTHS. Coll. Ld (gravity): 5.0 peL ''1 2. AN.MIND. FLANGE, AND PURLIN STALLED ARE AN 0ERECTI PART OF THE ROOF STRUCTURAL SYSTEM Coll. Ld (uplift): 0.0 pep pLlggBn SC¢¢1 Guiding CO., ,p� VO `� 10/16/9 REM SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF MALL AND ROOF SHEETS. Ml nd Speed: 90.0 mpA V V REMOVAL A OR AL iERAT10N OF ROOF BRACING WITHOUT PR 10R AUTHORI2AT ION I$PROHIBITED. M1od Sxp. Cat.: B 58nCOTp Systems ITC. Q� C/STET `�� 10:2 3. WHEN SAG ANGLE SLOTS IN ADJACENT PURLIN$DO NOT ALIGN OR ARE OMOIN EIS FIELO-BEND Ground Snow: 25.0 pat A SAG ANGLE TAB AND ATTACH TO PURLIN WITH A SELF-DRILLING STRUCTURAL FASTENER. Roof Snow: 25.0 p.[ Hyannis, MA 4. SAG ANGLE$ARE NOT REQUIRED IN BAYS THAT ARE 16' OR LESS. Sn w ExP. Cat.: 3 SS�OMAL Fe� Denptea A325 Secondary [0 Frame Ldnnact]On Salami[ Zone: 2 $¢nCOip $yBt¢me ITC Building U.a Cat.: 1 Aux111e Load. NONE NTS Buildin Addition N4..+. IlnC'. COI UH IF INI511) . `.;:+1 39 11 1/16` 24 Standard Color IGALVMI 5Sn2 'lo -I" 24 Standard Color IGALVMI SSR3 30'-7 9/16' 24 Standard Color IGALVMI U2 3 U4 8 U6 12 ------------ 1�� lit 11 I , I , I 1 I , I v I 1 , I 1 I 1 , I I E ' I , I , I , I I F , I v I , I 1 I , 1 , I aatV 300•-0• OF MASS9� GENE �G EAU v 7711 M Start Panel Dim, 1'-0' (Cut Dim.- I'-1'1 �p � Pra lky: 483 Bldg: I Plane: GIST 1. In9ta11 Sheeting From Loft to Right Building Code: SMAST FSSIONAL 2. PRE-ORILLING 1/8' DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS L1Ve Ld(11/O Trib Red) 25.0 pet Roof Sheeting MAY BE REOUIREO AT 11 GAGE PURL INS, NESTED PURLSNS, PURLIN LAP Coll. Ltl I9ravi Cyy): S.0 pat T0981 LOCAit0N5. AND/OR SECONDARY STRUCTURAL BEAMS Coll. Ld Iup11Lt1: 0.0 pe[ Priggen Steel Guiding Co., Inc. 10/16/9 3. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, Clod Speed: 90.0 mph REMOVAL OR ALTERATION MI TNOUT PR]OR AUTHORIZATION ZAT]ON IS PROHIBITED. Wind 6xp. Cat.: B SlrtCOip Syet¢me Inc.4. SEE JOB DETAILS FOR SHEETING ANO TRIM FASTENER SPECIFICATION. Ground Snow: 25.0 peL 10:2 Root Snow: 11.1 p.t H annie, MA Snow Bxp. Cat.: 7 Y Sel.mie zone: 2 Building Uee CAt.: 1 S¢ncorp SyBteme Inc Auxiliar Load. NONE euildi Addition COW, Nn:I I.I:NG I:: 1— DE:P I:1 f:O 21 .10 1/2' .105 B 5 2ZGf 28'-2 f/2" .059 a 5 2 ZG11 27'-7" 002 8.5 2ZG2 29'-2 1/2' .059 0.5 2 ZG24 26'-7 i/4' 073 B.5 - 2ZG29 2 .6'-7' 073 8 5 27 G5 28'-]' .105 8.5 2ZG6 26'-10 112" .082 a RSCRRC35 2Z46 30 REC96C70 RSCRIrLS RSC70 RRC$6C1D RSCRRCI5 RSCIO RRC66C30 RSCRRCI5 RSC70 RRC66CIO RSCRRCI5 RSC10 RRCFFC70 O II I U1 II 2ZG6 2ZG1 I 2ZG1- 1 2ZG1 1 2ZG1 5 2ZG11 O GFAI02 Uf 22C 11 2ZG1 2ZG1 5 I N 2ZG1 2ZG1 2ZG11 � I I m IO i0 22G6 1 22G7 22G3 2ZG1 22G3 Ail 2ZG31 O O GFA102 N 3 ` N 2ZG0 4 2ZG1 2ZG2 22G2 2ZG1 2ZG5 I GFA102 - I I I 1 I I I I BA1 BAI 1 BA1 BA1 BAI BA1 L 25-0^ 25•-0^ 25-0• 25.-0^ 25-0^ 25. 0• 150 -0" ° M' 's 2•-7 1/4• WALL ELEVATION AT WEST a 2•-1 1/4• K G © 1-7 1/4• (TYP. LAP) © 3-7 1/4^ q �t Q 7-5 1/4- V H 7.711 Pro)kv: 483 Bldg: 1 Plane: 2 �Qryw aQ�^ I. UNLESS NOTED, USE 1/2^ DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, l GIST BulltlLd( Code: ) 25. t �� FLGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. Li ye Ld(W/O Trib Red) 25.0 pef Wall 1 Secondary F�` � e9 SEEM JOB DETAILS FOR BOLT LENGTHS. Coll. Ld (911,11ry): 5.0 pa( 2. WIND AND FLANGE BRACING ARE AN IHTBGRAL PART OF THE BALL STRUCTURAL SYSTEM AND Coll. Ld (upl if tl: 0.0 pa[ pLigg¢n Steel Guiding Co., Inc. 10/16/9 S WOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF HALL AND ROOF SHEETS. Wind Spaed: 50.0 mph REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Wind Bzp. Cat.: B 3¢nCOrp Systems IOC.Ground Snow: 25.0 pat 10:2 Roof Snout: 25.0 pet H annis, MA Snov Bzp. Cat.: 3 Y Seismic zone: 2 Senco Systems Inc Building Vae Car.: 3 TP Y Auxiliary L.ad. NONE ............ Huilding Addition �;4 f:linfl].try w 411K 1LNG T11 IIIK OEN 1. 4ZGO 27'-10 112" 105 6.5 4ZG1 28'-2 112' .059 8.5 4ZG11 27'-7- .062 8.5 4IZ G2 29 -2 1/2- 059 B.5 G 26 14 .0]3 5 I 4ZG29 26 073 135 4 Z GS 20'-7" .105 6.5 4ZG6 26'-10 112" .OB2 a J G F E D C A RSCARCIS RSCIO RXC66C30 RSCARCIS RSC10 RKC 66C10 RSCARCIS RSC10 REC 66C10 RSCARCIS RSC10 6C10 RSCARCIS RS A®24 RRC66C10 In I 4ZG11 4ZG3 4ZG3 4ZG1 42G1 42G6 II GFA3D2 U1 4ZG11 4ZG1 4ZG1 4ZG3 42G1 4ZG11 I tin N I 4ZG31 4ZG1 I 4ZG3 I 4ZG1 4ZG1 _ 4ZG6 Ip 9 4 q 11 GFA102 N U7 4ZG5 4ZG1 4ZG2 4ZG2 4ZG1 4ZGO II — — -- _ 11 RAI BA1 1 BA1 BA1 I BA1 RA1 IIA1 25'-0' 25'-0" 25'-0' 25'-0' 25'-0' 25'-0' 150'-0' �1N OF Mgs. WALL ELEVATION AT EAST" p 2'-7 1/4" NE �G 2'-1 1/4" �. Q 1•-7 1/4• (TYP. LAP) Q 3•-7 1/4' U NJ p 7'-5 1/4' v 7.711 PCOjk y: 463 BtdR: I Plane: 4 �F 6/$TER 1. UNLESS NOTED, USE 1/2• DIARETER A-307 BOLTS FOR GIRT LAP, GIRT TO FR,HE, Bullding Code: SHAST (�ONAL FLANGE BRACE TO FRANE, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. Live Ld IW/O TY ib Red) 25.0 pef Wall Secondary ��4/( T�G 095356 SEE JOB DETAILS FOR BOLT LENGTHS. Coll. Ld Ig[a vi tyyl: S.0 pe[ 2. YIND AND FLANGE BRACING ME AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEN AND C. Ld (up1iLC1: 0.0 pe( P11 SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. W1nd Spead: 90.0 mptl ggln S[!!1 Guiding Co., 10/16/9 R ENOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Wind E.p. Cat.: B SlDCOrp Systems Inc. Ground Snow: 25.0 FBI 10:2 Roof Snow: 25.0 pa( H anniB, MA Snow B.p. Car.: 3 Y S'I"ic Zona: 2 Bullding Uee Car.: 3 SenCOrp Systems Inc A..11ler Loede "ONE NTS euildin Addition I ..i.::UNIIARV SECONDARY MAHK LF..NGfH IHK DE—1 NARK LENGTH THK DEPTH 31G1 28'-2 1/2" .o59 B 5 CW96 24'-11 3/4- .o59 8.5 3ZG30 26" 7 .059 B.5 3ZG33 28'-2 1/2" 002 B.5 3ZG36 5B'-2 112 .f05 B.5 - 3ZG44 2B'-2 1/2" 105 0.5 1 3ZG47 57'-2 1/2" .120 B 5 - 21C.64 12'-f 3/4' .059 21C W92 50'-0' .059 21r BW 103 50'-0' .092 B.5 211 BMB2 12'-1 3/4- .120 B.5 22CW109 9'-5" .059 8.5 22CW116 50'-0' 092 6 .5 22F BW108 9'-5" .062 8.5 22FBW127 50'-0" .120 8.5 C W86 23'-11 3/4" 059 CW87 25'-0' .059 8.5 U5 U3 U1 13 12 TT Q Q Q U6 U4 U2 -- -- -----------•---.-- - - -- -- ---,----•----r--- - --------- 3ZG30 3ZG3 J2G3 3ZG44 3ZG1 32G 94- 3Z);4] 3ZG44 3ZC3 3ZG1 13ZG30 sees ma,o � N 22FIW727 LW.1 CW87 J ZG70 3ZG1 3ZG3 3ZG33 3ZG1 3ZG33 3Z 36 3ZG33 3ZG1 3ZG1 3ZG30 n 1 N n 2 N wlo BA1 C 87 a, U �)BC1 299'-0" 23'-8' 4 25'-0' 25--0- 25'-0" 4 23--8" 50-0' 25'-0" 25-0- 23-8" 4 24'-0- 300 -0" WALL ELEVATION AT NORTH 1AOF/yq \ ❑] 4'-1 1/4° ENE ® 1'-7 1/4° (TYP. LAP) © 7-5 1/4" ..., ❑4 8- v EAU ® 1•-0• 7.711 yl p 3-0- p �� A 4Q 0 4--0- �O FGISTER� Pra1Ry: 483 Bldg: I Plane: 3 �F`s`r�ONAL 1. UNLESS NOTED. USE 112" DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME. Building Code: 5MAST FLANGE SPACE TO FRAME. FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. Live Ld(W/O Trib Red) 25.0 pat Wall Secondary TQ981016095356 SEE JOB DETAILS FOR BOLT LENGTHS. Coll. Ld (gravityl: S.0 PA 2. WINO AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Coll. Ld (uplift): 0.0 pe[ pilggen SL@¢1 BUiding CO., IOC. SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. Wind Speed: 90.0 mDh 10/16/9 REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Wind Exp. Cat.: B Bancorp Sye[ema Inc.Grownd Snow: 25.0 Pat 10:2 Roof Snow: 25.0 p0L Snow Exp. Cat.: 3 Hyannis, 1.1A Seismic Zone: 2 Building Uee Cat.: 1 Bancorp Systems Inc AUxil i.r Load. NONE S Bulldln Atlditlon TRIM COI a- IF INI5,.) MARK LENGTH COLOR (FINISH) II+w!,1 1z'-0 1/2' 2fi Egyot an whl to (SPI BTIO 10'-3' Petr IC)an Brunie ISPI PRW52 11 -0 1/2' 2fi Egyptian Wnite (SPI OFOS 5'-1 1/2' Patrician Bronze (SP) PRw53 f0'-0' 26 Egypt lan Write ISPI OF 10 f0'-3' Petr lc len Bronze ISP1 PRw5A 6'-6' 26 Egyptian Wnite ISPI EF20A 20'-3' Petr lc l8n Brunie IS PI NIS 10 10'-6' Pe tr1'::'Br onze ISPI JTOS 5--f 112' Patr lcn Brpn:e (SPI RFR10 10'-0' Patrician Bronze (KKL) LLt i U5 U3 Ul U6 (301 R�.Pl5)HE.gA �{ 5 (301HTS10,(J0)DP10 H I � rT u (30)HT810,(30)DPIO I r O (JO)BTIO 300'-0" WALL ELEVATION AT NORTH -,,A OF Mgss, GEN y 4 DREAD y F.711 ADO+FG�STER�� Pr0)k y: 403 Bldg: f, Plane: 3 �FSS�ONAL 1. 1n5ta)1 Snee[Inp From Left t0 Right Building Code: SMAST 2. WALI SHEET$ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, Live Ld(W/0 Tr1b Red) 25.0 pef Wall Sheeting REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED, Coll. Ld (gravity): 5.0 pe! TQ981016095356 3, SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. Coll. Ld (uplift): 0.0 pePA PSiggen Steel Bolding CO., Inc. 2. PRE-GRILLING 1/13' DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS Wind S 10/16/9 MAY BE RE OUIREO AT 11 GAGE GIRTS. NESTED GIRTS. GIRT LAP Wind SpeExped: 50.0 m LOCATIONS. AND/OR SECONDARY STRUCTURAL BEAMS Ground Snow: 25.0 pe! Sencorp Systems Inc. 30:1 Root Snow: 25.0 pof Snow Sxp• oat.: 3 Hyannis, MA Seismic Zone: 2 Building Uee Cat.: 1 Senco[p Systame Inc Au.iliar Load. NONH S euil 1 ddi 10 ° ® 1 •vim - VI i i it ... ... . .. ..... __ _. .._z•........__.._.._—...___ a. b i ® i� � avw.R O • ' O ® ® — IT swwgc >o : A ® ® ® A 2 -aw OFFICE O� .Gy ... /> x ac a m, .se ro sq B< >f-o nK K•o M Be ou+nuq� yn et uc, a,iw4r av rv.»a�.,ww�» nx nn..,n a�.o cao, P/2sf F.coaR: - 61d+.teas_C6mmwt u m uw www "TK,�,e„"„•„° ,;��,n G.n»�v »te<.� SENCORF ING.H.YANNIS MA.a. °e6,wGr,�it. re.r n,...,twr nu4 aF,M nw Mua.0 n!✓,.• 6 ws.GgK�tw.eo —7958 ADD. OFFICE Snv.$ 0P. .......... RIE STw�LD.INDUST .. itIL• 4 tnA.. • ?�.�' _flY_fLE tiei.oMC':__.Jog//0•(oolq. ....._.... Q_,,>L._Qti,P6e4 Li.r99B. '_ScntF'�.e`1.Rb/ . •pC9dL2!f 2. I ENf � a - ..a ....,.,, —.11,w IVeYrron Y IC ��.,. cMn2E v�ive weQK lnG t ! T I I .4 1 , -77 r � - i r � i `V u "'pWHK �M ev urw®i,rnovn>.d9®.t•n. >...v v.,o. SENCORP SYSTEMS INC. 400KIDDS HILL RD. HYAN"IS M4 oxm( "./998 ADDJT/ON—OFF/CErnu VOP fHDUSTMES ING RAMDPOLPNdMA. DRAWN BY.A•f.D.60NG JOB M/015YB A-9-C KI•i0-% SCALE. •10 r�' s FO O O O O O O O O O O ORO F W 2�°- 5'0• 25'-°•-- ]5'-0' 25'-°'--(--RS'-0'— 15'-0' RS'-0" 35'-°' 25' ' y_ - NANNF ACNRING iINISN ROOR CLE9.ID NINE RAOR O[51 pN LOA°5: vEDLO— RI sR 9PY —11,AT]1 AREA;7°0 PSF IEZZANINE—SR FL°oR ELFv.Ra'-a' O N� oP JOIST S?� �vE LOa IN THIS ARFA IS t 0 R9f✓ MEZZANINE FLOOR STEEL PLAN 'T0S FI EV,84'-]'(UNLESS NOTED OTHER95E) -�p arm mle Flokl: __ QJCni Wcbtw l.ftYxma.Aly SENGORI SYSTEMS INC. BUILDING MEZZANINE FLOOR-STEEL LAYOUT PLAN 400 KIDDS HILL ROAD 150'-0'x 300'-0'x 27'-6 1/2" HYANNIS.MA.02601 30RSL/90MPH/MASS97 °iv'"9 R' �a.1/16 -1,_0. 98-22D-05 3 SencoR Syatema.iu . - dW Kkitle H'N Poetl - Hyomis,la ORwin9 usl pewipuon Oele , - bn oy gown Caw Entireemp BB.YRut - 99220ce RM Flom Ptah 992mAtA eM C�mx 9wibns . _ - ren aN LayoulLeyo Plen MVAC PMn . .. 99320d9 2rA Foci CVAC PW� fl�w3 g9.RNt2 rk liN,9n9 PIonaWuro O tIHE l9LlSGBS e�iBs , On� 'NOR KLOCK 17Eu0 ;^.'+. IyOMEtt COxr. — BECL -- F [L4IIEIL� P . O N= tlEir GauF W—�J AB04ET0 Il 1. 1 1 1 - E�2'n MAIIS4tS PRRO(1 beta OPEx EtlG. caflE. � C9d2BENCE[. S9tlLIX ipBRGu lraRgpT �. y vI OISPler 1ST FLOOR PLAN 9a�r a,e 9r 9vnmr SENCORP SYSTEMS INC. BUILDING ADDITION 15T FLOOR PLAN 400 KIDDS HILL ROAD 160'-O"r 700'-C"M 27'-6 1/2" HYANNIS,MA.02601 MRS./90MP1 98-27.0-01 EM 05 1 Q2 3 4 5 6 9 10 1 2 3 5'-0'�35'-0"�2S'-0'�25'-0"�25'-0•-!-35'-0'�25'-l�23-0" T�1 —�—"-——�——— fi _ 1 _ ———————— - ------- ------- --------1------ T - 1 P54 I I' —i--------------- -.---------------"— — I I I I I I I I a I� �• i I I I I I I I 1 , I I I I I I I I �— �— -- --I" --- ----------"--I I I I � I i i I i i i i $ -- CG FIRST FLOOR PLAN SCALE: 1 16=1-0 ! IROFC yy-.p e�6io. na.:�y N 97.myv.wv SENCORP SYSTEMS INC. BUILDING 1ST FLOOR HVAC PLAN 400 KIODE HILL ROAD 150'-0•x 300'-O'x 27'-6 1/2' HYANNIS,MA.02601 301351/90MPH/MASS97 1 2 3 ® Q 6 _ a 8 9 0 1 2 3 2-C- 25'-0' S-0 5-0 -25'-A' 25_0 -25'-5' I - - - -n -- - ---�- ---� --------- - ---� - - - I I ' I I I 1 I 1 � oL N BUILDING SECOND .FLOOR PLAN .SCALE: 1 16=1—0 a, wraltm SENCORP SYSTEMS INC. BUILDING 12ND FLOOR HVAC PLAN 400 KIDDE HILL ROAD 150 0 x 300'-D"z 27'-6 1/2 �,; HYANNIS,MA.02601 3DRSL/90MPH/MASS97 xar/I6�-1,-O. 98-220-09 �3 J 1'-0• 10•NA% 3/1'pA I..NAM t ]/ti NA {1�0'.IdM�l/4 dA ID' ANL4W BOLR I� -_ �"�11/ p0. 9• I'pA CXOWALL 1�J M'CXOR EOLR i M'61M dOLR --- ' Olpt BQR --- _. ANp10.i BOLR PROkC`En __ __ I•dA. PROtC1EO 3' ANCHOR B0.R PROdCtEd a' - _ PROSC,EC I' PROZCRD 2' a t/Y PR0.EC1ED�11/a, $ PROFCIEO 2/2• _ !ENOWALL - P @ 4 O 'a.b --_ A - m ♦ + e FOOTING S Hr,HD�Z a I/a Vz• - m z z b m Y'z•� o9G 2•:Y I z z m . ,. m= --2fa• � � � -- 5- slzE r.Elw FCm 0"xt'J"0P s-Rs E.w.f e0i OEIAIL A1a5 1NIEPoDA COlUllt! DE1NE ASW SOCYfALL EOLUNN DEipE A501 9DEWALL C0.UMN DEIAh A510 9DCWPLL CIXUNN D Nl A59 CORNEA CDLUNN UEiAR A544 CLY"tNER COWMN DEIAL A554 fNOWAll PC6' „ E.W. tam - .c9 F F�-�_ n.a r-o',r-°•.r-s-° e-Re E _ 0-16 E Iixe F x-/6 E.W. O O O O O O O O O O O O O¢ BATS .100'-0"-- I 25' 2S'-0' x5'-0" 0•- T- _°'-�-- --�--x5-°'--J-- --�--25'-°'--�-25_ -r--25'_°--�--25'-°--� T -PPE f5.25 -N TYPE F5.25 YPE F5.25 inE 15.25 TYPE F5.25 T:5 F5.25 E�F5.25 5.25 TYPE FS25 iYPE F5.25 iTPE f5.25 •TYPE F5.29 J A54a A500 L •TA500 A500 `�+p500 A- i��a^""J 1510 F5.25 L I sa -� ' PE Fs.O � .. JTYPE G>.0 t A55a A225 i_5PP25F6° y I 554 I I � � I I I. I I I I P9E Fs.O � EN°wAu cawMN .O E FSE F5.0 i 3E FSO 5.0 EE�FSI.O ttPE F5.0 iWE F5.0 E F5.0 W-a-., ° L`� , A2�25 I I I I I I I I i I I N I R }o°E TM -1T19E F].0 IiYPE Ffi 0 FNISIIED FLOPOF EIEv.701 a' TYPE F5.0 A22s : I ccAE ED o-°)BY pm s P 554° O } T, %TYPE F5.0iwE F8.0 l_ l-. E F-/.0 p225F8.0I A2251 ° 0 A2Z 0 I I I I I i I I I I I LVPE F>.0 Il'YVE F'k, l.. _tT9E F].0 O .�I1YP25f].0 } _ I� JIp i I I I I I I I - - --- --j -� l- :r*s�Fx° I f"Azzs Azzs - E zxs s iy A==S 1 ITPEF].o 5 225 a ttPE F5.0 T19E F5.0 'ME 15.0 -E Fs.O 11E F5.0 LYPE FS.O -P F50 E F5.0 -F50 TYPE TYPE 15.0 119E FS.O t �. oo A500 A500 A- , A5p5 A5oof5 p5oo 500 �p �� iWE F5.0 FOUNDATION PLANS ' c°epEa COLUMN FOOTING PLANS er BwomlAw ' BaM: B�IR`q Ow6tm: pvmm9IXIF YN0.PP.AOv SENCORP SYSTEMS INC. BUILDING ANCHOR BOLT PLAN&DETAILS 400 KIDDS HILL ROAD 150'-0"%300'-0"%27'-6 1/2° HYANNIS,MA.02601 30RSL/90MPH/MASS97 sa-210-04 3 m m A L l—zz=o- _�— '.o I 25'_0•-1---25-0— —zs'-o- zs'-o"--I--zs'-a I zs'-o- u-a—;—zs-o--l--zs'-o- .! zs'-o•---zs'-o--� by 6 o 6 b b RSW� - LSW RIAR ENDWALL LEFT SIDEWALL TM L O 35'-0" � 25'-0" 25'-0'—-V-25'-0 35'-0"—f-35'-0 I---3S'0' I 35'-O—L--35'-0•--I--35'-0'—i-I 35'-0' I 35'-0" I- 24'-o•—I--35'-0"—I-25'-0'--�--24'-0"—-1--35'-0 -� 35'-0'� LSW b b 15D�• � b RSY FEW b b b b b _SbD. b b b b b �'15 FRONT ENDWALLFF RIGHT SIOEWALL �\0'_D• I II- 3 LSW --Igol a•-- —RsO (j9nl�) (p CROSS SECTION AT FRAME(S) 7&12 CROSS SECTION AT=RAMEfll 2 3 PHASc I�SE I P' S�y_PHASF I iz ' MEZZ.FIN.FLR.EL.84'-4" r Exlsnrvc DOuowc' o Ra I II q� � II II L� FIN.FLR.ELEV.70'-4• LL u elnc.- -0 ". 3� ---NEW hODIIION 150'-0' OVERALL FRONT ENDW ALL CROSS SECTION AT FRAME(Sl 4.5. 8 9.10 11. E Ny BY E _ ....•'heel IE�Omey,tuv Dmg fillz gNDYBI.aV SENCORP SYSTEMS INC. BUILDING ELEVATIONS&CROSS-SECTION 400 KIDDS HILL ROAD 100'-0'x a00'-O'z 2r-6 1/2' _ HYANNIS,MA.02601 3ORSL/90MRH/MASS97 O O O O O O O O O \J O O El s o. EM➢LE O � MEB..9PS O � �16.LES4 OEfILE • • • • • • GIIELENEK O r� eyon>Eat. Feu. mute wmm� I r rrnMgn eu[sG atsm. �- O 1— ovc ,o �c 9ES_ Coxs. oprN w vT cP r< c.,re SA4E5 e.,ee OEEtt Opru 44tlffi Y,& 9. eOrvr. r • � SENGIX?E bf02�BN SPi rc •�uat n,gnc � YBtlGI51N BOdlltl. H 2ND FLQQR_P AN a ' XNim 5e4 0®ibm I SENCORP SYSTEMS INC.' BUILDING ADDITION 2ND FLOOR PLAN 400 KIDDS HILL ROAD 156-0"r 300'-O'r 27'-6 1/2' HYANNIS,MA.02601 30RSL/90MPH/MASS97 Y°`1/16° X°' "^ ___ - 98-220-02 03 R 25 ° 35-a 25-0 1ZlcAP; 12�5 TONS160)0"X60"S. �J CAP: 10 IONS --- - 11 Wl'RB400 LBS. CAP: 8.5 TOry15 ICAP: 5 76"Xaa9_ _� DO CAP; �4IT�80-E95- ' I I I I I I I I I - CAP: 8.5 TONS AP: 70 TONS s+ CAP:�25 TONS CURB: 82"X47" URB: 90"%60" CURB: 90"X60" 1�00 LBS. L 1400 LBS. I WT: 1 00 LFS. Ilk--7�1 5 1 I I I I I I I CAP: 7. NS- - �� CURB: 8 'X47" :_ jjjjj is `[_a lz 1050 LBS, qP: ].5 TONS `✓ u- CURB: 62"X4 CAP: 71.5 TONS WT: 1050 LBS. CURB: 82"X47" I WT: oD o LBS. OGL- BUILDING ROOF PLAN SCALE: 1 16=1-dam - neae auag o�.rerd. a,.x"ru. srwe.wv SENCORP SYSTEMS INC. I BUILDING 'ROOF HVAC LAYOUT PLAN ` 400 KIDDE HILL ROAD 150'-0"M 300'-0"x 27'-6 1/2° sms a s - - HYANNIS,MA,02601 3ORSL/9OMPH/MASS9 1I6' 0 0 0 0 w§ LLJ 5'-0" 1"_8 1/2- Y2NE[l aVHEn rED Ell IV \®j / \. StILHLNEDE oj MEN bEtt CL ® h U 11 OCK _-7 3-0�4-0. GIEAR _ 9.. 3'-0"-�3' 4" _11.. 11... —5-0 1"-B 1/2" i"2'-11' 2'-1t' — —31-41/2"— L4C'SF%S O LOCKER ROOM LAYOUT TYPICAL RESTROOM LAYOUT - TYPICAL RESTROOM LAYOUT SENCORP SYSTEMS INC. BUILDING LOCKER ROOM AND RESTROOM LAYOUTS 400 KIDDS HILL ROAD 150'-0'x 300'-0"x 27'-6 1/2' HYANNIS,MA.02601 30RSL/90MPN/MASS97o,w�="°' ar. 98-220-T1 - 0 0 0 0 0 0 0 0 0 0 0 0 0 aa.= �s_o._ zs_P. zs_- u_o-_ =5.0' zs_o-_ zs_o•_ zs_ 0000 � 000 0000 _ W-- � 0 0 0 cl+ — o � 00 0 oo a 0 0 FOOR., 0 0 0 - OEEOE3 o- � o oM ono 210 b0000000 o o 0000 0000na- _non 0 0 0 0 0 0 0 0 0 0 0 0 0 mW � oo _ 1ST FLOOR PLAN rt Pxn o�6�x. Pa°Iq m'c SENCORPSYSTEMS INC. BUILDING IST FLOOR ELECTRIC LIGHTING PLANr 400.KIDDS HILL ROAD 150'-0'.700•-C"x 27-6 1/2' HYANNIS,MA.02601 JORSL.,/9OMPN � i O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 OD D L � v.i�wroo w,a...vHv�mw aua D 0 D D o 0 0 0 0 0 0 0 0 0 0 0 Ego ° ° ,p...�,�am ° -° ° ,.,. 0 0 � o o � o 0 0 � o 0 DD Dp O O 0 0 0 0 0 0 0 0 0 0 O a H--I -s,< ��•, D D D ° o E,,,L;Pt Nm.N ntim,N D D O O 0 0 0 0 0 0 0 0 0 O OE D D D p ® `pm,,.� 0 -D D o ® D o D D � c. 2ND FLOOR PLAN e m.ki evaaay�w`�^ o-.nq GYs xxwre,xnv SENCORP SYSTEMS INC. BUILDING 2ND FLOOR ELECTRIC PLAN ' - 400 KIODS HILL ROAD HYANNIS,MA.02601 30RSL/90MPH/MAS597 '/1s° °0`"9" x... 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'=E&O'ECEMBER fl X �EKT qD ;2, REVISED'j—31,190(ROOF DRAIKS& 2 PARKING CALCULATION.- e.ar10 0 AD 80 1120 Fw PARnIRc KWRE,4E.�. PER 10-01 BARKSUBLE•193 SPACES KWRED SCALE,I'-AC' 193 SPACES PROVIDED. —DEAPIED CALC. - 193(.03)1 4-:SPAC S REOUIRED ACES PRWDCD. DRAINAGE BMP down cape engineering inc. TREE CALCULATION:193 SPACES(l>2'EAL,TREE PER 8 SPACES)-24 TREES REWIREDCIVIL ENGINEERS y 2. TREES�UD SURVEYORS (SEE LANDSCAPE P�) 939 mainsLyamuth.rna =75 *TE NORTH RIVER FIRE PROTECTION CONSULTANTS SPRINKLER PROTECTION DESIGNED SYSTEMS 209 GROVE STREET NORWELL MA. 02061 TEL.617 659 2617 COMPUTERIZED HYDRAULIC CALCULATIONS COVER SHEET FOR: SENCORP SYSTEMS INC. 1998 ADD. ADDRESS : 400 KIDDS HILL RD.HYANNIS MA. 02601 CONTRACTOR: ATWELD INDUSTRIES INC. DATE: OCTOBER 22 1998 JOB # : 10-15-98 CONSTRUCTION: NON-COMBUSTIBLE OCCUPANCY: OFFICES ------------------------------------------------------------------------------- DESIGN CRITERIA ------------------------------------------------------------------------------- NFPA 13 ORD. HZD. GRP. 1 WET SYSTEM 256 SQ. FT. PER SPRINKLER 0 .64 in. ORIFICE SPKLR' S . K-FACTOR 11 .4 TEMP. RATING 165 DEG. F THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF . 15 gpm/sq ft FOR A DESIGN AREA OF 1500 SQ. FT. OF FLOOR AREA WHEN FLOWING 278 .18 gpm AT A PRESSURE OF 45 .32 ps= ' AT THE BASE OF THE RISER INSIDE HOSE 250 gpm OUTSIDE HOSE 0 gpm RACK SPKLR' S 0 gpm ------------------------------------------------------------------------------- WATER SUPPLY DATA WATER FLOW TEST DATE OF TEST 9-29-98 TIME OF TEST 10 :00 AM. STATIC (psi). 70 RESIDUAL (psi) 65 FLOW (gpm) 1320 ELEV. OF RESIDUAL TEST GAGE 0 LOCATION OF FLOW TEST KID'S HILL RD. TEST CONDUCTED BY' BARNSTABLE FIRE DEPT. TEST DATA FURNISHED BY BARNSTABLE FIRE DEPT. ------------------------------------------------------------------------------- NOTE:The location of the hydraulically most remote area & length of the remote area was Computer Selected. See page # ( ) . -------------------------------------------------------------------------------- GENERAL REMARKS : SYSTEM ONE OF TWO AREAS . G TECnm No 3735dO ��ss�oHa NORTH RIVER FIRE PROTECTION CONSULTANTS SPRINKLER PROTECTION DESIGNED SYSTEMS SENCORP SYSTEMS INC. 1998 ADD. JOB 10-15-98 AREA 1-2 OCT 22 1998 PAGE 1 ------------------------------------------------------------------------------ SYSTEM ANALYSIS TO SHOW MAXIMUM FLOW WITH ZERO PRESSURE REMAINING ------------------------------------------------------------------------------ THE FOLLOWING SPRINKLERS ARE OPERATING IN: X] TEST AREA 1 IN TEST AREA 2 IV TEST AREA 3 Oil REMOTE AREA REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 99 11 .40 21 . 00 35 . 07 9 .46 100 11 .40 21 . 00 38 . 73 11 . 54 101 11 .40 21 . 00 37 . 82 11 . 00 102 11 .40 21 . 00 36 . 16 10 . 06 103 11 .40 21 . 00 35 . 62 9 . 76 104 11 .40 21 . 00 34 . 71 9 .27 105 11 .40 21 . 00 36 . 15 10 . 05 98 11 .40 21 .00 40 .74 12 . 77 106 11 .40 21 . 00 37 .24 10 . 67 107 11 .40 21 . 00 37 . 76 10 .97 I THE SPRINKLER SYSTEM FLOW IS 369 .99 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO . 1 IS 250 . 00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S . [ ] YARD HYDT. FLOW IS 0 . 00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 70 . 00 psi RESIDUAL PRESSURE 65 . 00 psi AT 1320 . 00 gpm TOTAL SYSTEM FLOW 619 .99 gpm AVAILABLE PRESSURE 68 . 77 psi AT 619 .99 gpm MIN. PRESS . REQUIRED 68 . 77 psi AT 619 .99 gpm PRESSURE REMAINING 0 . 00 psi THE ABOVE RESULTS INCLUDE 6 psi FRICTION LOSS AT REF. PT. # 4 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE NORTH RIVER FIRE PROTECTION CONSULTANTS SPRINKLER PROTECTION DESIGNED SYSTEMS SENCORP SYSTEMS INC. 1998 ADD. JOB 10-15-98 AREA 1-2 OCT 22 1998 PAGE 2 ------------------------------------------------------------------------------ HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [X] REMOTE AREA REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 99 11 .40 21 . 00 26 .42 5 .37 100 11 .40 21 . 00 29 .23 6 .57 101 11 .40 21 . 00 28 .46 6 .23 102 11 .40 21 . 00 27 .21 5 . 70 103 11 .40 21 . 00 26 .72 5 .49 104 11 .40 21 . 00 26 . 00 5 .20 105 11 .40 21 . 00 27 . 09 5 . 65 98 11 .40 21 . 00 30 . 68 7 .24 106 11 .40 21 .00 27 .95 6 .01 107 11 .40 21 . 00 28 .42 6 .22 THE SPRINKLER SYSTEM FLOW IS 278 . 18 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO . 1 IS 250 . 00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR' S . [ ] YARD HYDT. FLOW IS 0 . 00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 70 . 00 psi RESIDUAL PRESSURE 65 . 00 psi AT 1320 . 00 gpm TOTAL SYSTEM FLOW 528 . 18 gpm AVAILABLE PRESSURE 69 . 08 psi AT 528 . 18 gpm MIN. PRESS . REQUIRED 46 .53 psi AT 528 . 18 gpm PRESSURE REMAINING 22 .55 psi THE ABOVE RESULTS INCLUDE 6 psi FRICTION LOSS AT REF. PT. # 4 FOR A [ ] . BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE NORTH RIVER FIRE PROTECTION CONSULTANTS SPRINKLER PROTECTION DESIGNED SYSTEMS SENCORP SYSTEMS INC. 1998 ADD. JOB 10-15-98 AREA 1-2 OCT122 1998 PAGE 3 N ~ ~~ ~H~~PIE EQV. HW ~~~ - ~N FROM TO FLOW P DIA. FRIG. ELEV. FROM TO DIFF (gpm)�� (ft) ��ft . C�� (in) �� (psi)�� (psi)�� (psi)��(psi)�� (psi) ~~1~~~2~~278 18 375 . 00 51 . 89 140 8 . 07 0 . 00 0 . 00 46 . 53 46 .27 0 .26 2 3 278 .18 30 .00 75 .83 140 8 . 07 0 .00 0 . 00 46 .27 46 .21 0 . 07 3 4 278 . 18 2 . 00 18 .00 120 8 . 07 0 . 00 0 . 87 46 .21 45 .32 0 . 02 4 5 278 . 18 4 . 00 14 . 00 120 6 .07 0 . 00 0 . 00 45 .32 39 .26 6 . 06 5 6 278 . 18 * 2 . 00 14 . 00 120 6 . 07 0 . 00 0 . 87 39 .26 38 .33 0 . 06 6 7 278 . 18 172 . 00 49 .46 120 4 .26 0 . 02 10 .40 38 .33 23 . 84 4 .09 7 8 278 .18 4 . 00 22 .48 120 4 .26 0 . 02 0 . 00 23 . 84 23 .35 0 .49 8 9 229 . 71 12 . 00 0 . 00 120 4 .26 0 . 01 0 . 00 23 .35 23 . 18 0 .17 9 10 182 . 87 12 .00 0 . 00 120 4 .26 0 .01 0 . 00 23 .18 23 . 09 0 .10 10 11 134 .77 13 . 00 0 .00 120 4 .26 0 .00 0 . 00 23 . 09 23 . 02 0 .06 11 12 115 . 02 14 . 00 0 . 00 120 4 .26 0 . 00 0 .00 23 . 02 22 .97 0 . 05 12 13 91 . 63 14 . 00 0 .00 120 4 .26 0 . 00 0 . 00 22 .97 22 .94 0 .03 13 14 73 .00 14 . 00 0 .00 120 4 .26 0 .00 0 . 00 22 .94 22 .92 0 . 02 14 15 58 . 15 14 . 00 0 .�00 120 4 .26 0 . 00 0 . 00 22 .92 22 .90 0 . 01 15 16 46 .32 14 .00 0 . 00 120 4 .26 0 .00 0 . 00 22 .90 22 . 89 0 .01 16 17 36 .90 14 . 00 0 . 00 120 4 .26 0 . 00 0 . 00 22 . 89 22 . 89 0 .01 17 18 29 .39 14 . 00 0 . 00 120 4 .26 0 . 00 0 . 00 22 . 89 22 . 88 0 . 00 18 19 23 .40 14 .00 0 . 00 120 4 .26 0 . 00 0 . 00 22 . 88 22 . 88 0 . 00 19 20 18 .62 14 . 00 0 . 00 120 4 .26 0 . 00 0 . 00 22 .88 22 . 88 0 .00 20 21 14 . 81 14 . 00 0 . 00 120 4 .26 0 . 00 0 .00 22 . 88 22 . 88 0 . 00 21 22 11 .75 14 . 00 0 . 00 120 4 .26 0 . 00 0 . 00 22 . 88 22 . 88 0 . 00 22 23 9 .30 14 . 00 0 . 00 120 4 .26 0 .00 0 .00 22 . 88 22 . 88 0 . 00 23 24 7 . 31 14 .00 0 . 00 120 4 .26 0 . 00 0 . 00 22 .88 22 . 88 0 . 00 24 25 5 . 67 14 . 00 0 . 00 120 4 .26 0 . 00 0 . 00 22 . 88 22 .88 0 . 00 2.5 26 4 . 30 14 . 00 0 . 00 120 4 .26 0 . 00 0 .00 22 . 88 22 . 88 0 .00 26 27 3 . 10 14 . 00 0 . 00 120 4 .26 0 . 00 0 . 00 22 . 88 22 . 88 0 . 00 I 27 28 2 . 01 14 . 00 0 . 00 120 4 .26 0 . 00 0 . 00 22 . 88 22 .88 0 .00 28 29 1 . 00 14 . 00 0 . 00 120 4 .26 0 . 00 0 . 00 22 . 88 22 .88 0 .00 30 31 -35 . 63 16 . 00 0 . 00 120 2 . 16 0 . 01 0 . 00 9 . 35 9 .54 -0 .19 31 32 -95 . 81 8 . 00 0 . 00 120 2 . 16 0 . 07 0 . 00 9 .54 10 . 11 -0 . 57 32 33 -134 .77 82 . 00 0 . 00 120 2 . 16 0 . 13 0 . 00 10 . 11 20 .99 -10 .89 33 34 -115 .02 14 . 00 0 . 00 120 2 . 16 0 . 10 0 . 00 20 .99 22 .38 -1 .39 34 35 -91 . 63 14 . 00 0 . 00 120 2 . 16 0 . 06 0 . 00 22 .38 23 .29 -0 .91 35 36 -73 . 00 14 .00 0 . 00 120 2 . 16 0 . 04 0 . 00 23 .29 23 . 89 -0 . 60 36 37 -58 . 15 14 . 00 0 . 00 120 2 . 16 0 .03 0 . 00 23 . 89 24 .28 -0 .39 37 38 -46 .32 14 . 00 0 . 00 120 2 . 16 0 . 02 0 .00 24 .28 24 . 53 -0 .26 38 39 -36 .90 14 . 00 0 . 00 120 2 . 16 0 . 01 0 .00 24 .53 24 . 70 -0 .17 39 40 -29 .39 14 . 00 0 .00 120 2 .16 0 . 01 0 . 00 24 .70 24 . 81 -0 . 11 40 41 -23 .40 14 . 00 0 . 00 120 2 . 16 0 . 01 0 . 00 24 .81 24 . 89 -0 . 07 41. 42 -18 . 62 14 . 00 0 . 00 120 2 .16 0 . 00 0 . 00 24 . 89 24 . 93 -0 .05 42 43 -14 . 81 14 .00 0 . 00 120 2 . 16 0 . 00 0 . 00 24 .93 24 . 97 -0 . 03 43 44 -11 . 75 14 . 00 0 .00 120 2 . 16 0 .00 0 . 00 24 .97 24 .99 -0 . 02 I NORTH RIVER FIRE PROTECTION CONSULTANTS SPRINKLER PROTECTION DESIGNED SYSTEMS SENCORP SYSTEMS INC. 1998 ADD. JOB 10-15-98 AREA 1-2 OCT 22 1998 PAGE 4 ~FROM~TO~~FLOW~~~~PIPE~~~E4U~~~H-WH~DIA~~~FRIG~H~ELEV.~~~~FROM~ TO DIFF (gpm) NN (ft) N ft----C (in).-- (psi) -- (psi) ---(psi) --- (psi) --- (psi) -44~N45~~~-9 .30 14 . 00 ~0 .,00 120 2 .16 0 .00 0 .00 24 .99 25 .00 -0 .01 45 46 -7 .31 14 .00 0 .00 120 2 . 16 0 .00 0 . 00 25 .00 25 .01 -0 . 01 46 47 -5 . 67 14 .00 0 .00 120 2 . 16 0 . 00 0 .00 25 . 01 25 .01 -0 .01 47 48 -4 .30 14 . 00 0 . 00 120 2 . 16 0 . 00 0 . 00 25 . 01 25 . 02 -0 .00 48 49 -3 .10 14 .00 0 . 00 120 2 . 16 0 . 00 0 . 00 25 . 02 25 .02 -0 . 00 49 50 -2 .10 14 . 00 0 .00 120 2 . 16 0 . 00 0 . 00 25 . 02 25 .02 -0 .00 50 51 -1 . 00 14 .00 0 .00 120 2 . 16 0 . 00 0 .00 25 .02 25 .02 17 . 10 8 59 48 .48 113 . 00 7 .43 120 1 .44 0 .14 -2 . 17 23 .35 8 .41 0 . 59 60 22 . 06 10 .00 0 .00 120 1 .44 0 .03 0 . 00 8 .41 8 . 07 .35 60 61 -7 . 17 17 . 00 0 . 00 120 1 .44 0 . 00 0 . 00 8 .07 8 .11 -0 .04 61 30 -35 . 63 8 .00 7 .43 120 1 .44 0 . 08 0 . 00 8 .11 9 .35 -1 .24 9 62 46 .84 127 . 00 14 . 87 120 1 .44 0 . 13 -2 .17 23 .18 6 .44 18 .91 . 62 63 19 . 63 9 .00 0 . 00 120 1 .44 0 .03 0 .00 6 .44 6 .18 0 .26 63 64 -7 . 09 7 .50 0 . 00 120 1 .44 0 .00 0 . 00 0 . 00 6 .18 6 .23 -0 .006 64 65 -33 .09 2 . 00 0 . 00 120 1 .44 0 . 07 60 .18 14 7 .50 7 .43 120 1 .44 0 .21 0 . 00 6 .37 9 .54 -3 .16 65 31 - 109 . 00 7 .43 120 1 .44 0 .14 -2 .17 23 .09 8 .96 16 .30 10 66 60 48 .18 09 14 . 00 0 . 00 120 1 .44 0 . 02 0 . 00 8 .96 8 . 64 0 .31 66 67 67 68 -17 .. 54 14 . 00 0 .00 120 1 .44 0 . 01 0 . 00 8 . 64 8 . 83 -0 . 19 68 32 -38 .97 6 .00 7 .43 120 1 .44 0 . 09 0 . 00 8 . 02 10 . 99 -4 .20 11 33 19 .75 148 .00 7 .43 120 1 .44 0 . 03 -2 . 17 23 . 02 20 .99 2 . 76 12 34 23 .39 148 . 00 9 .90 120 1 . 68 0 .02 -2 . 17 22 .97 22 . 38 2 . 76 13 35 18 . 64 148 .00 9 .90 120 1 . 68 0 . 01 -2 .17 22 .94 23 .29 1 . 82 14 36 14 . 85 148 . 00 9 .90 120 1 . 68 0 .01 -2 .17 22 .92 23 .89 1 .20 15 37 11 . 83 148 . 00 9 .90 120 1 . 68 0 . 00 -2 .17 22 .90 24 .28 0 .79 16 38 9 .42 148 . 00 9 .90 120 1 .68 0 . 00 -2 .17 22 .89 24 .53 0 . 53 17 39 7 . 51 148 . 00 9 .90 120 1 . 68 0 . 00 -2 . 17 22 . 89 24 . 70 0 .35 8 40 5 .51 148 . 00 9 .90 120 1 . 68 0 .00 -2 .17 22 . 88 24 . 81 0 .24 1 1.941 4 .99 148 . 00 9 .90 120 1 . 68 0 .00 -2 .17 22 . 88 24 . 89 0 . 16 11 20 42 3 .82 148 . 00 9 .90 120 1 . 68 0 . 00 -2 . 17 22 . 88 24 .93 0 .0 . 08 21 43 3 .05 148 . 00 9 .90 120 1 . 68 0 . 00 -2 . 17 22 . 88 24 .97 22 44 2 .46 148 .00 9 .90 120 1 . 68 0 .00 -2 . 17 22 . 88 24 .99 0 .06 23 45 1 .99 148 .00 9 .90 120 1 . 68 0 .00 -2 . 17 22 . 88 25 .00 0 . 05 24 46 1 . 64 148 . 00 9 .90 120 1 . 68 0 .00 -2 . 17 22 . 88 25 .01 0 . 04 25 47 1 . 38 148 . 00 9 .90 120 1 . 68 0 . 00 -2 . 17 22 . 88 25 .01 0 .03 26 48 1 .20 148 .00 9 .90 120 1 . 68 0 .00 -2 . 17 22 .88 25 .02 0 .03 8 .00 9 .90 120 1 . 68 0 .00 -2 .17 22 . 88 25 .02 0 . 03 27 49 1 . 09 14 28 75 1 . 01 4 . 00 9 .90 120 1 .68 0 .00 -1 .30 22 . 88 24 .17 0 .00 29 76 1 .00 49 .00 9 .90 120 1 . 68 0 . 00 -1 .30 22 . 88 24 . 17 0 .00 75 77 1 .01 14 .00 0 . 00 120 1 . 68 0 . 00 0 . 00 24 .17 24 . 17 0 .00 76 78 1 . 00 14 . 00 0 . 00 120 1 .68 0 .00 0 .00 24 . 17 24 .17 0 . 00 77 79 1 . 0 14 .00 0 78 80 1 . 000 14 . 00 0 .00 120 1 . 68 0 . 00 0 . 00 24 . 17 24 .17 0 .00 NORTH RIVER FIRE PROTECTION CONSULTANTS SPRINKLER PROTECTION DESIGNED SYSTEMS SENCORP SYSTEMS INC. 1998 ADD. JOB 10-15-98 AREA 1-2 OCT 22 1998 PAGE 5 ------------------------------------------------------------------------------ FROM TO FLOW PIPE EQV. H-W DIA. FRIG. ELEV. FROM TO DIFF (gpm) (ft) ft . C (in) (psi) (psi) (psi) (psi) (psi) ------------------------------------------------------------------------------ 79 81 1 . 01 14 . 00 0 .00 120 1 . 68 0 . 00 0 . 00 24 . 17 24 . 17 0 .00 80 82 1 . 00 14 . 00 0 . 00 120 1 . 68 0 . 00 0 . 00 24 . 17 24 . 17 0.. 00 81 83 1 . 01 15 . 50 0 .00 120 1 . 68 0 . 00 0 . 00 24 . 17 24 . 17 0 .00 83 84 1 . 01 11 .00 0 . 00 120 1 . 68 0 . 00 -0 . 87 24 . 17 25 .02 0 . 02 84 85 1 . 01 3 . 00 0 .00 120 1 . 68 0 . 00 0 . 00 25 . 02 25 . 02 0.00 85 86 1 . 01 9 .50 0 . 00 120 1 . 68 0 . 00 0 . 00 25 . 02 25 .02 0 . 00 86 87 1 . 01 11 . 00 0 . 00 120 1 . 68 0 . 00 0 . 00 25 . 02 25 . 02 0,. 00 87 50 1 .01 6 . 00 9 .90 120 1 . 68 0 . 00 0 . 00 25 .02 25 . 02 0 . 00 82 88 1 . 00 14 . 00 0 . 00 120 1 . 68 0 . 00 -0 . 87 24 . 17 25 . 04 0 .00 88 89 1 . 00 8 . 50 0 .00 120 1 . 68 0 . 00 0 . 00 25 .04 25 .02 0 .02 8.9 90 1 . 00 11 . 00 0 . 00 120 1 . 68 0 . 00 0 . 00 25 . 02 25 . 02 0 .00 90 91 1 .00 6 .00 0 . 00 120 1 . 68 0 . 00 0 . 00 25 . 02 25 .02 0 .00 91 92 1 . 00 10 .50 0 . 00 120 1 . 68 0 . 00 0 . 00 25 . 02 25 . 02 0 . 00 92 51 1 . 00 6 . 00 9 .90 120 1 . 68 0 . 00 0 . 00 25 . 02 25 . 02 0 .00 59 99 26 .42 11 . 00 7 . 00 120 1 . 05 0 .22 -0 . 87 8 .41 5 . 37 3 .91 60 100 29 .23 4 .00 5 . 0'0 120 1 . 05 0 .26 -0 . 87 8 .07 6 .57 2 .36 61 101 28 .46 4 . 00 7 . 00 120 1 . 05 0 .25 -0 . 87 8 . 11 6 .23 2 . 74 62 102 27 .21 2 . 00 5 . 00 120 1 . 05 0 .23 -0 . 87 6 .44 5 .70 1 . 61 63 103 26 . 72 2 . 00 5 . 00 120 1 . 05 0 .22 -0 . 87 6 . 18 5 .49 1 . 55 64 104 26 . 00 2 . 00 7 .00 120 1 . 05 0 .21 -0 . 87 6 .23 5 .20 1 .90 65 105 27 . 09 2 . 00 5 . 00 120 1 .05 0 .23 -0 . 87 6 .37 5 . 65 1 .59 66 98 30 .68 2 . 00 7 . 00 120 1 . 05 0 .29 -0 . 87 8 .96 7 .24 2 . 58 67 106 27 .95 7 . 50 7 .00 120 1 .05 0 .24 -0 . 87 8 . 64 6 . 01 3 .50 68 107 28 .42 7 . 00 7 . 00 120 1 . 05 0 .25 -0 . 87 8 . 83 6 .22 3 .48 83 109 0 . 00 2 . 00 5 . 00 120 1 . 05 0 .00 -0 .87 24 . 17 25 . 04 -0 . 00 84 110 0 . 00 10 .50 7 . 00 120 1 . 05 0 . 00 -0 . 87 25 . 02 25 . 89 -0 . 00 85 111 0 .00 2 . 00 5 . 00 120 1 . 05 0 . 00 -0 . 87 25 . 02 25 .89 0 .00 86 112 0 . 00 2 . 00 5 .00 120 1 .05 0 .00 -0 . 87 25 . 02 25 . 89 -0 . 00 87 113 0 .00 4 .00 7 . 00 120 1 . 05 0 . 00 -0 . 87 25 . 02 25 . 89 -0 . 00 88 114 0 . 00 7 .50 7 .00 120 1 . 05 0 . 00 -0 . 87 25 . 04 25 .90 0 .00 89 115 0 . 00 2 . 00 5 . 00 120 1 . 05 0 . 00 -0 .87 25 . 02 25 . 89 0 . 00 90 116 0 . 00 2 . 00 5 . 00 120 1 . 05 0 . 00 -0 . 87 25 . 02 25 . 89 0 .00 91 117 0 . 00 2 .00 5 .00 120 1 . 05 0 . 00 -0 .87 25 . 02 25 . 89 -0 . 00 92 118 0 . 00 4 . 00 7 . 00 120 1 . 05 0 . 00 -0 . 87 25 .02 25 . 89 0 . 00 A MAX. VELOCITY OF 11 . 83 ft . /sec. OCCURS BETWEEN REF. PT. 32 AND 33 NORTH RIVER FIRE PROTECTION CONSULTANTS SPRINKLER PROTECTION DESIGNED SYSTEMS SENCORP SYSTEMS INC. 1998 ADD. JOB 10-15-98 AREA 1-2 OCT 22 1998 PAGE 6 SUMMARY OF REMOTE DESIGN AREA SEARCH ------------------------------------------------------------------------ THE REMOTE AREA requires the following pressures and flows at Ref . Pt . 1 TOTAL SYSTEM FLOW 528 . 18 gpm AVAILABLE PRESSURE 69 .08 psi MIN. PRESS . REQUIRED 46 .53 psi PRESSURE REMAINING 22 . 55 psi . The design area FOLLOWING the remote area requires the following pressures and flows at Ref . Pt . 1 TOTAL SYSTEM FLOW 540 .90 gpm AVAILABLE PRESSURE 69 .04 psi MIN. PRESS . REQUIRED 45 .24 psi PRESSURE REMAINING 23 . 80 psi Sprinkler-CALC Release 5 .3 By Walsh Engineering Inc . North Kingstown R. I . U.S .A. i NORTH RIVER FIRE PROTECTION CONSULTANTS SPRINKLER PROTECTION DESIGNED SYSTEMS 209 GROVE STREET NORWELL MA. 02061 TEL. 617 659 2617 H Y D R A U L I C C A L C U L A T I O N S PREPARED FOR SENCORP SYSTEMS INC.1998 ADD. JOB 10-15-98 AREA 1-2 OCT 22 1998 W A T E R S U P P L Y STATIC PRESSURE (psi) 70 RESIDUAL PRESSURE (psi) 65 RESIDUAL FLOW (gpm) 1320 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 26 i I SENCORP SYSTEMS INC. 1998 ADWATERBSUPPLY/DEMANDAGRAPHOCT 22 1998 85 .50 81 . 00 76 .58 P 72 .80 E 63.00 S 54.00 u 49 .50 R 45 . 08 E 40.58 (psi ) 36 .08 31 .50 27 .00 22 .58 18.80 13 .50 9 .88 Al 4.58 0 8.880 88 1888 500 FLOW (9F") I� lcl- .Ift o �. S1 11C�\`\` T AUG-19-99 THU 07:45 AM FAX NO. P. 04 ® S1:RIES Designs Finishes JUl�I'I Lh Symbol:JUP Maierial:Pans=cast zinc lever,wrought brass or bronic rose T I-inishcs:605, Ti►r 606,609 612, T 1 mm 9ana• 613,625, 626 armro 613 l p{ NL'!�IUN� i Symbol:NL'P Material:Pressum cns6 zinc laver,wroughr brats at bronze rose Finishes:605, Tr 606,609,612, Ica mm 613,625,626 vim 1 605 f r' 04 MIA SATIIkN '" Symbol:SAT �® Material:Pressure cast zinc lever,wrought brass or bronze ruse finishes:605, T 606,609,612, Tloa '"° 613,625,626 MM 626 & ai On Finishes 605 Bright Brass 505 Satin Brass 09—&4 (ass,9lackonod 012 Satin Bronze 613 Oil Rubbed bronze 625 Bright Chromium Plated 626 Sadn Chromium Plated I 1;-Z ; NUTTER, McCLENNEN & FISH, LLP ATTORNEYS AT LAW ROUTE 132-1S13 IYANNOUGH ROAD P.O.BOX 1630 HYANNIS,MASSACHUSETTS 02601-1630 TELEPHONE:508 790-S400 FACSIM LE:S08 771-8079 DIRECT DIAL NUMBER (508) 790-5407 November 20, 1998 #23230-3 Ralph Crossen, Building Commissioner Town of Barnstable Barnstable Town Hall 367 Main Street Hyannis, MA 02601 Re: Excel Switching Corporation - Master Campus Plan Dear Ralph: This correspondence will serve to confirm our recent discussions regarding the inclusion of additional basement space between Buildings 60 and 70 of the Excel Master Campus Plan. This basement space, as I indicated, would be utilized solely for mechanical space, computer storage and storage of records and documents. Excel currently has five off site locations for the storage of records, including patent files and other paper intensive activities. In addition, a small fitness center may be located in this space. I have confirmed that the fitness center will be utilized only by employees and that no outside use will be provided. It is also hoped that the fitness center can be utilized as an additional component of the travel demand management program (i.e. retaining employees on site during the day). It is my understanding that based upon the foregoing no additional parking will be required pursuant to the Zoning Ordinance. Would you kindly confirm the foregoing by signing and returning to me the enclosed copy of this correspondence. NUTTER. McCLENNEN & FISH. LLP Ralph Crossen, Building Commissioner November 20, 1998 Page 2 Thank you for your time and consideration. Very truly yours, Patrick M. Butler PMB/cam Acknowledged and agreed: Ralph Crossen, Building Commissioner 551707_1.WP6 OFZNE The Town of Barnstable • eaxrrsTnar.E, • MAE& g Department of Health Safety and Environmental Services 639. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner October 5, 1998 Attorney Patrick Butler Nutter, McClennen& Fish Route 132 - 1513 Iyannough Rd PO Box 1630 Hyannis, MA 02601 Re: SPR-075-97 Sencorp, 400 Kidds Hill Road, Hyannis Proposal: Proposes to add 45,000 sgft addition to its existing manufacturing and assembly plant. The addition will be utilized for manufacturing and office use. Dear Attorney Butler, The above referenced proposal was reviewed at the Site Plan Review Meeting of February 26, 1998 and approved under Section 4-7.4 (2) of the Barnstable Zoning Ordinance. Please be informed that a Building Permit is necessary prior to any construction. Upon completion of all work, a letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinance must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Respectfully, Ralph Crossen Building Commissioner To: Ralph M. Crossen, Building Commissioner Town of Barnstablp C From: W.D. Craig GAJJ Date: November 11, 1998 Subject: Sencorp Systems, Inc. Expansion Project Pursuant to our discussions on this subject, this memorandum sets forth two particular features of this project and the plans to accomplish this project safely and with minimum disruption to Sencorp plant activities. 1. FACTORY OPERATIONS- There should be minimal interference on the existing factory from construction activities. The interfaces are limited to the installation of two, 25 foot wide equipment doorways and one personnel access doorway in the East wall of the existing factory, plus the demolition of the offices along the North half of the East wall of the existing factory. Measures will be taken during this activity to minimize dust, and to minimize traffic through and over the factory floor during factory operating times. In addition, - a six inch sprinkler main will run across the existing factory below the roof from West to East . - a service water main will run in this same area - a service air main will run from the compressor area at the West wall to the new assembly area These activities are currently scheduled to take place during the Sencorp plant shutdown between Dec. 24-Jan. 4. .. Various heavy electrical cabling will be added in the same area, but should not impact factory operations. The new roof over the North half of the existing building will be installed over the existing roof, so there should be virtually no impact on factory operations except noise. The existing roof over the South half of the factory will not be replaced, but will have new fasteners installed and leaks repaired. Thus, this activity also will not be intrusive to factory operations. 2. OFFICE OPERATIONS- a. Before demolition of existing offices- There are 26 people in the office area outside the existing factory East wall. During the placement of steel columns in the new area, and the installation of concrete footings and foundations for these columns,there will be times when these people will displaced from their offices for reasons of safety and construction access. It is currently planned that these footing and foundations will be formed and poured during the Sencorp plant shutdown Dec. 24-Jan. 4. Thus,there will minimal disruption except for the resultant removal of carpeting and other flooring in affected areas. In addition,two of these footings will be placed in the men's locker room during this time. Their location will require moving some of the existing lockers in this facility. i The steel columns and other structural members are scheduled to arrive on site the first week in January, 1999. At that time, an overhead crane will also arrive on site for the lifting and emplacement of these heavy pieces. This activity is scheduled to commence the second week in January and to continue through the first week of February. During that time, selected areas of the office area will need to be vacated from time to time for safety considerations. Since the crane is an item of considerable daily expense, both while at the site and during transit to and from the site, J. Calnan and Associates has considerable incentive to minimize the duration of this disruptive activity. b. During demolition of existing offices- This activity is divided into two time periods. Please see the attached plan view drawing, with additional sketched information, attached. For the most part, the new offices will be constructed and ready for occupancy before the existing offices are demolished. However, there is an area of overlap which affects the men's locker room and the sales office area. These rooms will be demolished before completion of construction of the new office area, so that access to the new office area will be required for use of men's and women's rooms until the new men's and women's locker rooms are ready for occupancy. Attached is a master schedule of the project. Please note the new offices are completed and ready for occupancy before completion of construction of the new factory assembly area. Office occupancy during this time (approximately three months) will be conducted with strict safety rules regarding access to the adjacent factory area still under construction . Please see the attached drawing with notes (1) and (2). Access by office personnel to the area still under construction will be subject to safety such as hard hats, safety glasses and will be limited to taped-off walkways. Please recognize the dates and time periods herein are subject to adjustment as we move through the schedule of construction, and I will keep you informed as these change. M SENCORP PROJECT SCHEDULE -a rter I 2nd Quarter 3rd Quarter 4th Quarter 1st Quarter 2nd Quarter 3rd Quarter 4th Quarter 1st Qua ID Task Name Start Finish MarjApr Ma Jun Jul Aug Se Oct Nov Dec Jan Feb Mar Apr MaJun Jul lAugl§-Tl Oct Nov Dec Jan IFeb to I MIFA financing Mon 3/16198 Mon 3/16/98 13/116 2 Purchase of existing building Wed 7/15/98 Wed 7/15/98 C ♦ 7/15 W 3 Purchase of additional open space land Wed 7/15/98 Wed 7/15/98 7/15 4 Groundbreaking Wed 9/9/98 WZcl 9/9/98 ♦::9/9 5 Engineering/Design Mon 9/21/98 Fri 10/16/98 Engineering/Design 6 Silework Thu 10/1/98 Wed 1/6/99 Sitework 7 Apply for permit Mon 10112/98 Mon 10/12/98 Apply for permit a Building components delivered to site Fri 1/1199 Fri 1/1/99 9 Building erection Fri 1/,1/99 Thu 3/18/99 10 Framing/walls and root Fri 1/1/99 Thu 3/1 B/99 Framing/walls and roof 11 New Office Filout Mon 3115/99 Fri 5128/99 ------;;�eathertight 12 Mon 3/15/99 Mon 3/15/99 3/15 13 Interior finish Mon 3115/99 Fri 5/28199 nterlor finish 14 Occupancy Fri 5/28/99 Fri 5/28/99 5/28 15 Old Office fit out i Mon 6nl99 Fri 8120/99 16 Demolition of old offices Mon 617/99 Fri 6/18/99 Demolition of old offices 17 Interior finish Mon 6121/99 Fri 8120/99 Interior finish 18 Factory electrical and HVAG Mon 6/21/99 Fri 8/20/99 Factory electrical and HVA -- --------Mon Mon 8/23/99 19 Project complete 13/23 Task Summary Rolled Up Progress Project:Sencorp rev 9-21-98 Progress Rolled Up Task DaXe:Wed 9/23/98 Milestone ♦ Rolled Up Milestone ", J.Calnan 8 Associates.Inc- Page 1 Wed 9/23/98 TOWN OF BARNSTABLE PARCEL ID 296 025 GEOBASE ID 20891 ADDRESS 400 KIDD'S HILL ROAD PHONE Barnstable ZIP 02601-- I LOT BLOCK LOT SIZE I DBA DEVELOPMENT DISTRICT BA PERMIT 13564 DESCRIPTION SENCORP SYSTEMS, INC_ (40 SQ.FT. ) PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: .$50.00 THE BOND $.00 CONSTRUCTION COSTS $.00 753 MI SC_ NOT CODED ELSEWHERE * BARNSTABM MASS. �► I . �0 OWNER PARKLANDS PROPERTIES TRUST, s6�q Ep 39 A ADDRESS C/O JOHN BAMBARA, P.O.BOX S 70 AIRPORT ROAD BUILDING DIVISION HYANNIS MA BY DATE ISSUED 03/01/1996 EXPIRATION DATE 01/25/1996 15:04 1-508-790-6230_ BARNSTABLE BLDG DIV PAGE 01 The Town of Baimstable . 40. rtment of Health, Safety and Environmental Sernces 3�9C Depa � i mum== Building Division 367 Mato Street.RpnWs PAA 02601 ..• Jo Application for Sign Permit Applicant: S�%r��D if� SYs 725— S //)G • Asssessoes no. DES Doing Business As: S Gv , )4C Telephone Off' 77/ exf 74195' Sign Location streetlroad: 4bo K I DDs H I 1 1 ROAD Zoning District Old King's Iighway District? yes._. .— Property Owner Telephone_ 5a Z 5?2O Name: PARKLANDS PROPERTIES TRUS Address: C/O JOHN BAMBARA , SENTINEL PRODUCTS CORP . , 74• AIRPORT ROAD • P , O, BOX S, HYANNIS, MA 02601 Sign Contractor Telephone_ 50S 771 4O - Name: SE CORP S ST S IN Address: L400 K I DDS HILL ROAD Village HYANN I S Description Diagram of lot showing location of buildings and existing signs with dimensi ° location and size of the new to be drawn on the reverse side of this application. Is the sign to be electrified7 yes no {Note: if yes, a wiring permit is require I hereby certify that I am the owner or that I have the authority of the oamer to make application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinances. izlexl" Date Signature of Owner/Authorized Agent Size 'it.) Permit Fee Od Sig,-Permit was approved- disapproved: f' r �l A YS I t 1 � �p 1LIP >w U� S a Ki s -Aiarl 'Y �'i '�i� a-.,s.,,� +��F�,•�y� a~ s�a`.�'n'��'`'r�,•-K`�'4y=�'xp ��...�� -'f'�r�� `� r� •'�►.,�"�`��•.s. _,,..,,��tww> t' `" .c'a`�S�;s'�'cxi�l+.��., .�: +•`�.y„�'4"-;, .+♦..�-*-�-'s� ' 'i. F'"' _�.Y_•� �_.._� .}7�.-s s�i+si44^5s'°L��i$.h.Y.�:'.L..�.�'��r±4dn'._ fiy..t_ c.._.� xn1i.' �FY�+�-.-: 1 U � h s� -70901 NN' h' N2 Assessor's office(1 st Floor): / e MC SYSTEM MUSTr E Assessor's map and lot number--e �� h; aLLE®IN ® PLIA � Q�p4 THENCE HE t0�` Board of Health(3rd floor): D WITH TITLE 5 d� Sewage Permit number RONMENTAL CODE AN = DASd9?SLLL Engineering Department(3rd floor): VN REGULATIONS yoo M o House number 3 ti Definive Plan Approved by Planning Board # 19 ��rw a APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00 2:00 P.M.only ' TOWN r OF BARNSTABLE BUILDING INSPECTOR . APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION / 19 � TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Oa f / Q11 h 1'5 Proposed Use ! a C rar- er"C fir: Zoning District Fire Duct Name of Owner r]�>CL C f Address 11 ,30 C-4" \ CO ✓w�,'S Name of Builder 6' Address �'�0 V,`d. Name of Architect ^� /f Address Number of Rooms,/- + ` f %-^JL 5e let,— Foundation &VL C Y`e—1 Exterior 'V\a Roofing C �— Floors c y e— Interior So C.-C. Heating a S Plumbing ®e3 Fireplace Approximate Cost pQ �� Area �°1 Diagram of Lot and Building with Dimensions Fee /VQa.OD OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Con ZctionSupervisor's License PACKAGING INDUSTRIES Ng 3 355 7 5 P@ffffli{Fof REMODEL INTERIOR k • OF F I_CE-EAC T 0-RY 4_0_O�. dds H-i-l:l._..Boad .' 4 ` r �aae��iafi � �,: f :� ' Ba.r_nfitable Oiflffiaf— - + ainq Lndus_tx_ies w.. fype of @afi§jfU8jjafi—Er_ame agt ,•., ,�+^� ' PIM Lot Per"fiii� Fafifa� ----March 1_9_ 90 ogle a#Impeliafi Date camel"eiad p - { } F ♦6 c..k c.�,x `•`s L:s _ �„, �.{7",r Fj CAI- 74.y {O 1 4✓ •, , d r J�.v. 1 Assessor's office(1st Floor):Assessor's map and lot number z 3 if S13 o 6 /,2/ V el R.-Z q tP o O a-S- Board of Health(3rd floor): Sewage Permit number i Dsaa9foDLL Engineering Department(3rd floor): rius House number °o 1639. Definitive Plan Approved by Planning Board 19 �o��r s• APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING - INSPECTOR APPLICATION FOR PERMIT TO S f?� (I (y(-In ��E � ✓1 C , TYPE OF CONSTRUCTION )CnC2 C1 e ' ejo. 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location 4100 --^^ff` �yQ n Proposed Use Zoning District Fire District Bares .5�.i e-- Name of Owner Q f� A'('i CS Address l3® tj0V- V� S+ fja.n,n Name of Builder n i-cw► Address q 00 1< oUS <M-i I ) R( 14yarM. Name of Architect Address /1 Number of Rooms Foundation h►nC Exterior `�i Roofing 5 QIIJ Floors Interior �fJc�C C-"L i 0ALAA + wool Heating Plumbing Ve n Fireplace Approximate Cost ®. Da©.©0 Area 1# 0 0 Diagram of Lot and Building with Dimensions Fee 100. z� zi ti ®o' i r i a r4 Leh d I g G� OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding th above con n. a Name Construction Supervisor's License �` C r r J. No Permit For Location _ Owner �- y€ Type of Construction Plot Lot ; Permit Granted r'` 19 4 -.A Date of Inspection �•19 ti 1 Date Completed 19 IL TOWN OF BARNSTABLE permit #o. - - -- 1 Building Inspector • Cash - —------- �, Iry \f OCCUPANCY PERMIT Bond ------_- _ "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to S. SPRA Address Wiring �Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. ............_.........._........._............... Is_....__ .......I........_.................. . .............. __._.... Building Inspector Quicki' _ r To d , _ d `Leger° From - .� . . Jo ` - I Subject r f, r Date �x /�- e �,..,s,r r r.,.�c� Af�i� v r��• r�=tl� �.:��. .,?.�r�•,.r�� L`i°3.g.r.J,�sT/.,>t= _ �{r�/3rtlh�•.} /c�cst 1� - .L�il;,7�"r=�r,`r�� 1� r_ ��r'91�� ! Message y� / �+ r � /�# �f I�f d /'/r��,� V i` 7`�P ',.C3r`.�l r�6� t P.f.� -3/ �C' G-,1 Ci�. ,ex7 r�s.�t E%+"j f f e_. n c -c./ fr.� /S `!7 c c r�� A ex.4,4- /e -rt //a,W Fo r r Ar o, a f'C tx c>J r C� 7` •� err' �;/.er i `i � rq i o � U/` /'�G r;� A� fl ' ✓ > a 3.r cry P/1 ftr C t,/r of�t)o,^ If 1J/ ✓rrfi' .�` f'7 ' oC}, �^f< oCfJCd n all P>!t"r tt rC Car 114 Cn� "J�rt �p ��J.�lcj^l t� rJ%of�/ -2. pro✓>d' f � {r►�rx . f7f o" .s ram' rr-vnC3 ,� ; G�r r (q ;.-I f, F�r)� ?P S C\ .tj f rlY C? pryi SIGNED /w✓- t° (�� DATE Reply 2t qC,- 6�1 CAN 16 C�4 3(y4 -- Q 4�i a�0 147-223 SIGNED ... ..._._ N/JT/ONAL Madelnu.S.A. RETURN.: THIS COPY TO SENDER ssorIs map and lot numb . .......... Se ge P#rmit number . ......Zf/.......................... SEMC SY=m ti House number ...... LE, INSTALLED 114 CO ................................................................... WITH TITS 1639. • ENVIRO Ar TOWN OF BXRNSTATB- BUILDING IN,SPE'CTOR APPLICATION FOR PERMIT TO ........... ..... ...................... 7jr.1. .. .. ....................... TYPE OF CONSTRUCTION ....................................... 'g:Id ..................4. 19... TO-THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ... AP.WS.: ....a /. ........., M I.=. ... ..A n-.1c... ...................................... Proposed Use ...WA1z.6A+0QtXjz........ 1��.................................................... .......................... Zoning District .............. Z. .................................Fire District .............Ic ........................................... Name of� Owner J.!.;�.!. -J-t1(,.4!1................Address ................................ I........... . .. . XK -- Name of Builder Ca-1JAU11'.1... 2P,.*.T.....Address .....d. '-4.....c/.T........ Name of Arch;$. ..... -o.s.4.1A..............Address ..... ........ D Number of Rooms ....R-7.....N-F..P,Px t-J..:7....................Foundation ..i 0..0. t;;., Cz;?AAC'm ami;�..................... Exterior ....;��e.....G4.4v.e..... ............................Roofi'ng ... �0 �oA............. ..... 77. .............................. Floors ..........................Interior .....f5.... ...................................... Heating ... ..................................................................Plumbing ................ .....6... .q .......................... Fireplace ...Wo f 4.C=.................................... .......................Approximate Cost ....................... . ......... Definitive Plan Approved by Planning Board ------------------------------19--------- Area ........ Diagram of Lot and Building with Dimensions Fee ..... SUBJECT TO APPROVAL OF BOARD OF HEALTH V I hereby agree to conform to all the Rules and Regulations of the wn of Bar pagtqble regardin the above construction. Name .... .... . ......... ....... .... ... . ........................... S. Spring, Inc. Z l� �b�� p, _ commercial `vat:....-.. Permit for .................................... building ........ ..r. ................................................................ Location 932 Hyannis-Barnstable Rd. ................................................................ Barnstable ............................................................................... Owner U. S. Spring, Inc. .................................................................. Type of Construction steel ............................................................................... Plot ............................ Lot ................................ Permit Granted ..........January 3 1980 Dote of Inspection ....................................19 Date Completed�.............. . .....p.........19 PERMIT REFUSED ............ . . .. .,.. .................................. 19 ..... .....................I............................. ........................................................ ..........� ......................................................... ........ . . .......................................................... 5 N Approied•:............................................... 19 y� = ............................................................................... ............................................................................... J ---- _ PHOTOVOLTAIC PROJECT INFORMATION: 983.07 kW(DC)-986.0 kW(AC) (EXISTING) UTILITY METER, 277/480V, 3� PV SYSTEM ARRAY DATA PV uTlurY INTERACTIVE SYSTEM (LOCATED INSIDE ELEC ROOM) . V 3 4W GND PV ARRAY: 983.07 kW DC 986.0 kW (AC) sENcoRP WHITE MAIN SWITCHBOARD, 3000A, 277/480 �, (EXISTING) 400 KIDDS HILL ROAD � POINT OF INTER-CONNECTION) (LOCATED INSIDE EL ROOM) _ HYANNIS MA 02601 B ) MODULES: 2979 NEW HANSOL TD-AN3 330W MONO MODULES UTILITY: EVERsouRCE DISCONN ECT SWITCH 1- LINE HYANNIS AC DIS DI AGRAM) IAGRA 480V FUSED SEE 1 LINE D (NEW) PV SYSTEM DEDICATED 1600A, 277/ STRING DESIGN: ( ) C DE ELEC. ROOMINVERTERS VISIBLE LOCKABLE, LABELED) (LOCATED INSIDE ) INVERTERS: 19 (NEW) SOLECTRIA PVI 50TL j OA 277/480 V AC DISCONNE CT SWITCH (1) (NEW) SOLECTRIA PVI 36TL INVERTER PROJECT NUMBER: NEW PV SYSTEM DEDICATED 160 , (NEW) 4523-113 LABELE D) LOCATED OUTSIDE D LOCKABLE, ) VISIBLE ( ) ( ROOF: STANDING SEAM, (2:12 SLOPE) (NEW) PV SYSTEM DEDICATED 1600A, 277/480V, 3�, 4W AC AGGREGATE PANEL RACKING: (NEW) SNAP N RACK SYSTEM PROJECT SHEET:, - _ (LOCATED OUTSIDE) I � (20) BACK FED PV CIRCUIT BREAKERS (COCA (STRUCTURAL DESIGN BY OTHERS) L 19 NEW SOLECTRIA PVI 50TL INVERTERS UTILITY INTERACTIVE`INVERTERS MODULE TILT: 100 DEG. PITCH o SHEET TITLE: ( ) ( ) AZIMUTH: 180 DEG. - (1683) MODULES (LOCATED ON ROOF, WITHIN 1 FT OF ARRAY PER 2017 NEC'�690.12) 360° DEG. - (1296) MODULES SITE PLAN 1 NEW SOLECTRIA PVI 36TL INVERTERS UTILITY INTERACTIVE INVERTERS ( ) (NEW) AND (LOCATED ON ROOF, WITHIN 1 FT OF ARRAY PER 2017 NEC 690.12) ELECTRICAL LAYOUT L I _ (20) (NEW) EMT CONDUIT RUNS I RUN ACROSS ROOF, RAISED 4" MIN. ABOVE GRADE) II 0 (59) (NEW) PV SYSTEM JUNCTION BOXES ( UL 1741, NEMA 3R) (LOCATED AT AR RAY)) RACEPO/NT ENERGY LLC SOLAR DEVELOPER: RACEPOINT ENERGY, LLC 221c WEAVER STREET FALL RIVER, MA 02720 Hill Hill f. O SOLAR PV DESIGNER: RENEWABLE DESIGN SOLUTIONS 1095 4 ESTATE LANE SUITE E-10 5 j DALLAS TX 75238 PHONE:�214.564.9535 F F WWW.RENEWABLEDESIGNSOLUTIONS.COM p a 1 F _._ f r 1 F ELECTRICAL ENGINEER:wF JOE GIGANTIELLO PE(ELECTRICAL) PHONE:267.882.5393 E MAI L:J G I GAN TI E L LO@ RD SSOLAR.COM ICI I �f ---------------- OF _ Ssq T-FIT - IF 0000000000 00 o e o 0000 00o F F c JOS �y� nL . No. 92 JAA (EXISTING) UTILITY TRANSFORMER (2000 WA)MA 404537) 9�Q, FLI s fo ED CBA ( EXISTING) NAL ELEC.ROOM FI0 0 0 0 0 0 � o O FLI NOT E• II T FOR UTILITY SUBMITTAL PURPOSES ONLY. NOT FOR CONSTRUCTION OR BIDDING PURPOSES oo ° om oeoeo ° ooe000 BARBA BY: MLA DESIGNED 1 1 DA TE: 05/3 /20 7 REVISED: N/A 1. 09/29/2017 N 0 0 2. I� -.: 3. 4 45" 315° ) ( ) ( 5. W E SCALE: 1/32"= V-0" (270-) (90°) (225°) (135°) S (180°) ---- --- _ - — ---— --- m_w_ -- — -- -- - --- PHOTOVOLTAIC PROJECT INFORMATION: GENERAL NOTES: 1. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH 2O17 NEC ARTICLE 690,MUNICIPAL 983.07 kW(DC)-986.0 kW(AC) REQUIREMENTS,AND UTILITY REQUIREMENTS PV UTILITY INTERACTIVE SYSTEM 2. PV CONSTRUCTION DOCUMENTS ARE NOT TO BE USED UNTIL APPROVED BY THE AUTHORITY HAVING JURISDICTION AND THE SERVING UTILITY. P WHITE 3. WORKING CLEARANCES AROUND THE EXISTING AND NEW ELECTRICAL EQUIPMENT WILL BE 400 KID00 IDDS HILL ROAD MAINTAINED IS ACCORDANCE WITH NEC 110.26 HYANNIS, MA 02601 4. ALL CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER NEC 300.6 UTILITY: EVERSOURCE (C)(1),310.8(D). AHJ: HYANNIS 5. MINIMUM 90°C MOISTURE RATED INSULATION WIRE IS REQUIRED ON ALL OUTDOOR WIRING. 6. CONDUCTORS ARE TO BE COPPER UNLESS OTHERWISE NOTED 277/480VAC 7. ALL EQUIPMENT SHALL BE UL LISTED,NEMA 3R RATED,LABELED AND INSTALLED IN ACCORDANCE NEW WITH MANUFACTURES INSTRUCTIONS. (3) #3 AWG THWN-2 CU MODBUS PROJECT NUMBER: 8. EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE WITH NEC 690.43, NEC (1) #3 AWG THWN-2 CU (NEUTRAL) PV MONITORING 4523-113 690.45,NEC 690.46. 9. EQUIPMENT GROUNDING CONDUCTOR TO BE CONTINUOUS PER NEC 690.48. (1) #8 AWG THWN-2 CU E.G.C. G.E.C. PROJECT SHEET: 10. GROUNDING ELECTRODE CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE WITH NEC 690.47 11. GROUNDING ELECTRODE CONDUCTOR SHALL BE CONTINUOUS PER NEC 250.64(C). (GROUND TO BE CONTINUOUS) 12. ALL GROUNDING CONNECTIONS SHALL BE MADE WITH UL LISTED CONNECTORS. (1) 1.25° EMT CONDUIT E-2 13. GROUNDING CONNECTION TO MODULES SHALL BE SECURELY FASTENED WITH UL LISTED STAINLESS (RUN ACROSS ROOF, RAISED 4" MIN. SHEET TITLE: STEEL LAY-IN LUGS OR EQUIVALENT MEANS. 14. WHERE GROUNDING CONNECTIONS ARE MADE TO GROUNDING ELECTRODE(s),ONLY CAD-WELD ABOVE GRADE) 2P-20A TO MONITORING 1-LINE ELECTRICAL EXOTHERMIC CONNECTIONS SHALL BE USED. 15. FOR FLAT ARRAY INSTALLATIONS,PROVIDE THE NORTH EDGE OF ARRAYS 1/4"HIGHER TO DISPLACE WATER. 3P-30A TO SURGE PROTECTION DIAGRAM 16. NO MODIFICATIONS TO RACKING SHALL BE PERMITTED.MAINTAIN MANUFACTURES INSTALLATION ELECTRICAL ARRAY (2907) MODULES PRACTICES. 3P-80A TO INVERTER(1) 17. WHEN POSSIBLE, INSTALL WIRING AND BOS EQUIPMENT IN A MANNER THAT MINIMIZES SUNLIGHT EXPOSURE. 19 SUB-ARRAYS, EACH WITH: 18. ALL CONDUIT SYSTEMS EXPOSED TO TEMPERATURE DIFFERENTIALS SHALL BE INSTALLED WITH ( ) EXPANSION FITTINGS AND BONDING JUMPERS IN ACCORDANCE WITH NEC 300.7(B)ALWAYS LEAVE • (153) MODULES TO SOLECTRIA PVI 50TL INVERTER 3P-soA To INVERTER(2) SUFFICIENT SLACK IN CONDUCTORS RUN FOR THERMAL EXPANSION AND CONTRACTION. SERIES STRINGS OF 17 HANSOL TD-AN3 330W MONO MODULES 9 ( ) ( ) 3P-80A TO INVERTER 3 19. BI-DIRECTIONAL UTILITY METER TO BE INSTALLED IF REQUIRED.VERIFY METER SOCKET AND OTHER ( ) RACEPOINT ENERGY LLC • 50TL INVERTER TO SOLECTRIA PVI 50T SPECIFICATIO NS FOR COMPLIANCE WITH UTILITY. 153 MODULES S ( ) 20. ALL INVERTERS SHALL BE UL 1741 AND IEEE 1547 COMPLIANT AND INSPECTED BY LOCAL UTILITY (9) SERIES STRINGS OF (17) HANSOL TD-AN3 330W MONO MODULES 3P-80A TO INVERTER(4) O COMMISSIONING AND OPERATION. PRIOR T SOLAR DEVELOPER: 21. INVERTERS SHALL BE PROTECTED FROM DIRECT SUNLIGHT EXPOSURE. 22. CIRCUIT BREAKER TO BE SUITABLE PER NEC 690.64(13)(5) 3P-80A TO INVERTER 5 RACEPOINT ENERGY, LLC BE LOCATED NO FURTHER THAN 5 FEET FROM THE NET METER. A DISCONNECT SHALL 221 c WEAVER STREET 23. THE UTILITY C 24. THE UTILITY AC DISCONNECT SHALL BE LOCATED ADJACENT TO POINT OF INTERCONNECTION. i FALL RIVER, MA 02720 25. RE-TIGHTEN CURRENT-CARRYING CONNECTIONS,ENCLOSURE SUPPORT FRAMING AND PANELS TO MANUFACTURERS'S RECOMMENDATIONS. 26. TOTAL CURRENT HARMONICS SHALL BE LESS THAN 3%AT INVERTER AC TERMINAL. (• 153) MODULES TO SOLECTRIA PVI 50TL INVERTER 3P-80A TO INVERTS 19 CIRCUITS IN ( ) L BE CONSISTENT WITH THE ORDERING AND LABELIN G)OF SOURCE I � 27. ARRAY LAYOUT SHALL ( ) (9) SERIES STRINGS OF (17) HANSOL TD-AN3 330W MONO MODULES THE ARRAY COMBINER BOXES. 28. ALL BURIED RACEWAYS SHALL BE BURIED 18"FROM TOP OF CONDUIT/CONDUCTOR TO GRADE 29. ALL WIRE SIZING SHALL BE IN ACCORDANCE WITH NEC 110.14 3P-60A TO INVERTER(20) ' 1 k i: .3if cww w 30. WHEN A BACKFED CIRCUIT BREAKER IS THE METHOD OF INTERCONNECTION,CIRCUIT BREAKER `. SHALL NOT READ"LINE AND LOAD". r t: 31. FIELD VERIFY ALL SPECIFICATIONS PRIOR TO INSTALLATION.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES BETWEEN THE PROVIDED (NEW) DEDICATED PV SYSTEM DOCUMEN T AND FIELDSPECIFICATIONS.V RIFY EXACT REQUIREMENTS WITH UTILITY AND CLIENT, INCLUDING AVAILABLE FAULT AGGREGATE PANEL SOLAR PV DESIGNER: 32. FIELD E CURRENT,PRIOR To ORDERING EQUIPMENT. ELECTRICAL ARRAY (72) MODULES 1600A, �, 4W, NEMA 3R RENEWABLE DESIGN SOLUTIONS 33. THE INSTALLATION CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION AND COORDINATION WITH ALL 480VAC 3 PROPERTY OWNERS, UTILITIES,AND APPROPRIATE DIG-ALERT AGENCIES.THE CONTRACTOR SHALL (1) SUB-ARRAY, WITH: (1) 3P-1600A MAIN BREAKER 10945 ESTATE LANE,SUITE E-105 ALWAYS USE EXTREME CAUTION WHEN TRENCHING FOR INSTALLATION.THE CONTRACTOR SHALL BE PHONES,TX 75238 • 72 MODULES TO SOLECTRIA PVI 23TL INVERTER 19 3P-80A PV BREAKERS - SOLECTRIA PVI 50TL PHONE:214.564.9535 RESPONSIBLE FOR THE PROPER AND APPROVED REPAIR OF ANY AND ALL DAMAGES CAUSED DURING ( ) ( ) .4• SERIES STRINGS OF 18 HANSOL TD-AN3 330W MONO MODULES 1 3P-60A PV BREAKER- SOLECTRIA PVI 36TL WWW.RENEWABLEDESIGNSOLUTIONS.COM THE INSTALLATION. ( ) ( ) ( ) 34. FIELD VERIFY CONDUIT RUN FROM COMBINER BOX TO INVERTER.IF DIFFERENT THAN ILLUSTRATED, COORDINATE /AND NOTIFY DESIGN ENGINEER TO REVISE ACCORDINGLY. R R AC M ARRAY TO INVERTERS HALL BE UL 1518 UL as UL 85a LISTED AND l000v 1 3P 30A BREAKS FOR SURGE 35. ALL DC CONDUCTORS(FRO ) l ) ELECTRICAL ENGINEER: RATED SEE SPECSHEET). ( 277/480VAC PROTECTION DEVICE 36. ALL DC EQUIPMENT GROUNDING CONDUCTORS(FROM ARRAY TO INVERTER)SHALL BE UL 2703 LISTED ANTI LL PEE TR AL AND 1000V RATED(SEE SPEC SHEET) (3) #4 AWG .THWN-2 CU (DO NOT ADD ADDITIONAL LOADS TO THIS JOE GIG E o ( NEc IC AL) 37. PV MODULES,J-BOX/COMBINER BOX,AND INVERTERS SHALL BE LISTED FOR 1000V OPERATION(SEE PHONE:267.882.5393 - PANEL - MONITORING EXEMPT SPEC SHEETS). (1) #4 AWG THWN 2 CU (NEUTRAL) ) EMAIL:JGIGANTIELLO@RDSSOLAR.COM (1) #8 AVVG THWN-2 CU E.G.C. / G.E.C. (EXTERIOR EQUIPMENT WALL) GROUND TO BE CONTINUOUS 1.25„ EMT CONDUIT MIN.(RUN ACIROSS ROOF, RAISED 4" of N _ ss ABOVE GRADE 9 �* ti 0 J OS G � E NEW AL �-Z No UTILITY . 92 EXISTING F RECLOSER Ql UTILITY ,c 7 s1 NAt 0 TRANS FORMER RMER . I INSTALLED OWNED ( AND OPERATED 2000 kVA (EXISTING) MAIN SWITCHGEAR (INSIDE ELEC. ROOM) (TLM 404537) MAIN 277/480V WYE 3 4W A 000E BY EVERSOURCE 3000 3 �, i < TR N 277/480VAC 5 FT RUN 277/480VAC 5 F U �- LINE - LOAD-� ( ) ( ) L R N ACH WITH: 4 PARALLEL RUNS EACH Val ITH: 3P-3000A 4 PARALLE U S E ( ) TO / - _ K MIL THWN-2 CU T N2 U 3 600 KC MIL 600 KCMIL HW C G-TO-N BOND l ) ( i UTILITY (NEUTRAL) N (1) 600 KCMIL THWN-2 CU (NEUTRAL) (1) 600 KCMIL THWN-2 CU (NEU L) GRID • (0) E.G.C. / G.E.C. (1) 4/0 AWG THWN-2 CU E.G.IC. / G.E.C. G D T BE CONTINUOUS TO BE CONTINUOUS (GROUND O GROUND ) ( ( „ 1 5 EMT CONDUIT 1 3.5 EMT CONDUIT 3. r ( (RUN ACROSS EQUIPMENT WALL) (RUN ACROSS EQUIPMENT VNALL) NOTE: EXISTING EXISTING TING EXISTING SCADA FOR UTILITY SUBMITTAL MAIN SERVICE LOAD SIDE I CUSTOMER CUSTOMER CUSTOMER PURPOSES ONLY. NOT CONTROL PV CONNECTION VIA AD LOAD LOAD LINE - LOADS �- LINE - LOADS LOAD FOR CONSTRUCTION OR CABINET NSI POLARIS LUGS PER BIDDING PURPOSES ALLOWE D PER NEC 240.21 EVERSOURCE D 690.64 A AND 230.82 6 DESIGNED BY: M. LABARBA ( (NOT INSIDE UTILITY SECTION) �- - - G N DATE: 05/31 /2017 (IN CUSTOMER SECTION ONLY) I r � ND: I NEW SYSTEM GROUND: I PV SYSTEM NEW DEDICATED PV SYSTEM REVISE: N/A EXISTING SYSTEM GROUND: (NEW) DEDICATED (NEW) UTILITY COMMENT PER #3/0 AWG #3/0 AWG I UTILITY AC DISCONNECT SWITCH UTILITY AC DISCONNECT SWITCH 1. 09/29/2017 I 08/09/2017 EMAIL: • GROUND ROD --�-- • (2) GROUND RODS -I- 2. Per utility comment, the re-closer may UNDERGROUND METAL WATER PIPE - (25 OHMS OR LESS) - 3-POLE, 1600A, 600VAC, NEMA 1 3-POLE, 1600A, 600`VAC, NEMA 3R 3 need to be pad mounted with a pad . CONCRETE ENCASED LIFER (OR EQUIVALENT) (OR EQUIVALENT) 4. mounted primary meter rather than as (25 OHMS OR LESS) (VISIBLE BLADE TYPE,LOCKABLE, (VISIBLE BLADE TYPE, LOCKABLE, 5. shown on single line. This is due to to LABELED, ACCESSIBLE 24/7) LABELED, ACCESSIBLE 24/7) the location of the riser being right at the (INTERIOR EQUIPMENT WALL) (EXTERIOR EQUIPMENT WALL) SCALE: N/A street (pole # 1400/18-1/2). Coordinate (WITHIN 10FT OF INTER-CONNECTION) exact location and required equipment with the utility prior to construction (COOPER-BUSSMAN LIMITRON KTU 1600E FAST ACTING FUSES, 60OV, CLASS L, 1 PER PHASE) _ �I � I I i 1 2 3 4 5 6 7 8 9 10 11 12 13 FEW 300' p„ REW S BAYS 25 -0 — 25 -0 25 -0 - 25 _p 25 -0 ---'- 25 -0 25 -0 - - 25 _p 25 _p � 25,_p„ `�_ ,. 25 -0 _'-- 251-0 91 i, A - c \��M Ln ,NSRS _ 1 c 0 in `C I , N X _. Ln TIME N i o CLOCK M �C . S I B I ILO ERS VEN ING i ' 0 0 Ln -X �k•� ��1 D t � 5�r,D A rr�D ��t S �' Nro Adt'�1 f sec iCTi IL S �t D�f)CIS` 'n � �'f T ieX�� /a j !, Q� a°a��lly �R- a Cev-Pd� <<f� 7�sE. boo" W ALL � U-�.$� CAFETERIA o f c:� f,e t'ri py pKk F'ak #J+.L. A c•e-VEY. TO-s1-7 *�0 C -- - I tLd gL e �4 Y A I � I I I I MANUFACTURING 0 i o �n I �n N N JI Q o CUSTOMER VI o CUS 0 ER SERVICE I i D Z w 0 0 Z O Cl_ Fi��CAQiN A o PIETRO MA�� 63 N1E5 - � RA � +J?i< �X1 S?ffa S bF-�1 cSS rQ�— ��C�BL� S33• D .,_.: . . O _ WpM� S LOGk'�� A #-VAS I S oNL R gA�p to .Fs 4C t��J111� N : / Al Wil y y 1 L L 11jr v S'8�D -�2 top) e F "f� eT!!R P �[ E z H N R 0 - I K K EXEC LOC D E 0 �' � �� I n7-7—, WOVEN , ��N . MEN! � I� _ o A _ . __.. JAN• MACH ENGINEERING (46) I o ------ — MATERIALZPURCHASING ROOM N RECEP. OPENi °o KITCHEN- MEN CONE. FILES N OPEN TO ETTE ELEV. KIT. Fi OTTER F o ABOVE -� I LES I j o -- Ln PERSONNEL PERRS NN MATTSON PARDO PURCH. o i. MGR. CONFERENCE N CONE. OPEN ENG. CONE. CONFERENCE/ �� h��R MAR. DISPLAY J COBIS LIBRARY cam, G --"--- a � ? U J 0 (/) O I 1 ST FLOOR PLAN I Revision Builder: r. Prciject: Building Description: Drawing Title: CW (b SENCORP SYSTEMS E SINC. BUILDING ADDITION iST CONTRACTORS INC. , ►, „ , „ ao MANLEY STREET 400 KIDDS HILL ROAD 150 -0- X 300 -0 X 27 -6 1 /2 - - I Scale: WEST BRIDGEWATER, MA. U.S.A. 02379 HYANNIS, MA. 02601 30RSL 90MPH MASS97 1 L Tel: (508) 583-3344 Fox: (508) 941 -0665 I � I' TES DRAPING IS THE PomPERTd ff Smor SYSTEMS,Iw AID mwADVB CONFIDENTIAL AND PROPRIETARY INWNATi l BL 11M G TO SENCORP SYSTEMS DC ANY DISCLOSURE C rYD A DOSTIRIPUTIM,OR USE OF THIS DRAPING OR THE WoRItIATDIN CONTAINED HEWN EXCEPT AS EXPRESSLY AIITNIIRIZED BY SENCORP SYSTEM% INC. IS STRICTLY b PIOHOIIITED AND SHALL BE VMORQISLY PROSECUTED.UPON CMPLETIdi ff ANY MMORM USE TIC DRAPD•IG IS TO NE RETW40 TO SENC13RP SYSTEMS DEC„ 400 KI;DD'S HILL RVQ HYANNIS NASSACHLL4E'TTSr 02601. T--8 1/4" - I D nD D i .I I �= RUNT VIEW SIDE VIES I C0L0RS : � WELD COMPLETE CORNER) SAND AND FINISH TO #4 ._..T - BTINDUSTRIES STAINLESS S --EEL ❑ N BLUE ( SEE PH ❑ T ❑ DRILL AND FASTEN SIGN ' Mastics Packaging Machinery AFTER MOUNTING BASE BLUE ❑ N STAINLESS STEEL. (SEE PSI ❑TC FRAMES TO FOOTING SENCORP , BLACK CAN STAINLESS STEEL I _ I I ALL HARDWARE TO BE STAINLESS STEEL n n n n kl I� lel Inl II II EAR VIEW II II I�I ITE PART NEI, U.1.M, QTY�QTY M # PART aR MATERIAL DESCRIPTI❑N WT, I I I I I L AN UN1--ES=i ER WISE N0771 I I I I i i i i J T❑LERANGES ARE: NOT ADDITIVE+ SENCORP SYSTEMS, INC. I I I II I I I I I I i t 400 Kldds HILL Road S° ---� XrX + 5x 0 Hyannis, Massachusetts 0260 1 w nn 0 :x xx t ona S Y S T E M S 508'-771-9400 11 I I I I I D , LI -mCLES 00 30, I I I 1-1 MAX-, SURFACE E 12 b•/ FARTY, D A T E I _ C KD E!Ys DATE I '� - 8/4 Tf-1D. RIND C8 REQr� �� Iw I - - c,B, rrz�r � ��_ �, (� ❑N MACHINED SUIRFFACES EXTERNAL THREAD CLASS UNC 2A JNF 3A DATEI �� NEXT ASSYI Y� W❑RK TO DIMENSI❑NS _ - D❑ NO SCALE DRAWING � SCALEI 1,_1° I ( A L l REMOVE SHARP EDGES FOUNDATION 3 x _ ' NAME= DWG N❑rl r SENCORP IGN 30947 -- wLoZ - I . E j